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06-02-26 City Council Meeting Packet
City Council Meeting Tuesday, June 2, 2026 7:00 p.m. City of Lake Elmo | 3880 Laverne Avenue North AGENDA Call To Order/Pledge Of Allegiance Approval Of Agenda Public Comments/Inquiries Approval Of Minutes 05 -19 -26 CITY COUNCIL MEETING MINUTES.PDF Consent Agenda Approve Payments And Disbursements APPROVE PAYMENTS AND DISBURSEMENTS.PDF Approve New Hire Public Works Operator STAFF REPORT - NEW HIRE PUBLIC WORKS OPERATOR III.PDF Approval Of The Fire Captain Hiring - Hathaway STAFF REPORT NEW HIRE FIRE CAPTAIN - HATHAWAY.PDF Approval Of The Fire Captain Hiring - Priester STAFF REPORT NEW HIRE FIRE CAPTAIN - PRIESTER.PDF Approval Of The Fire Captain Hiring - Wagner STAFF REPORT NEW HIRE FIRE CAPTAIN - WAGNER.PDF Approve Community Development Intern Posting STAFF REPORT - COMMUNITY DEVELOPMENT INTERN.PDF Approve Public Works Lawn Mower Purchase COUNCIL MEMO - PW LAWNMOWER PURCHASE.PDF Z MASTER 5000 72IN.PDF Approve Security Reduction For Lake Elmo Townhomes 8 (At Home Apartments) COUNCIL MEMO -APPROVE SECURITY REDUCTION LAKE ELMO TOWNHOME.PDF SECURITY REDUCTION WKSHT -LAKE ELMO TOWNHOMES 8.PDF 2025 State Performance Measures Data COUNCIL MEMO -2025 STATE PERFORMANCE MEASURES DATA.PDF RESOLUTION STATE PERFORMANCE MEASUREMENT.PDF 2025 STATE PERFORMANCE MEASURES FINAL.PDF Regular Agenda Old Village Gardens Improvements Phase 2 COUNCIL MEMO -OLD VILLAGE GARDENS PHASE 2 .PDF LETTER PROPOSAL_HKGI_OLDVILLAGEGARDENSPH2_260504 (002).PDF 2025 AND 2026 PROPOSAL.PDF PRESENTATION -OLD VILLAGE GARDENS.PDF Lions Park Master Plan Assistant Public Works Director Swanepoel presenting COUNCIL MEMO -LIONS PARK MASTER PLAN.PDF MASTER PLAN RFQ.PDF Water Transfer Station Repairs COUNCIL MEMO -WATER TRANSFER STATION REPAIRS.PDF 9960 57th St –Front Yard Setbacks Variance Planning Assistant Miranda Moulis presenting CC MEMO -9960 57TH ST VARIANCE.PDF RESOLUTION 2026 -040 -9960 57TH ST N VARIANCE.PDF PRESENTATION -9960 57TH ST VARIANCE.PDF Lake Elmo Medical Center Conditional Use Permit & Variance –8650 Hudson Blvd N Planning Assistant Miranda Moulis Presenting CC MEMO -LAKE ELMO MEDICAL CENTER CUP AND VARIANCE.PDF RESOLUTION 2026 -037 -LAKE ELMO MEDICAL CONDITIONAL USE PERMIT.PDF RESOLUTION 2026 -038 -LAKE ELMO MEDICAL VARIANCE.PDF PRESENTATION -LAKE ELMO MEDICAL CENTER CUP.PDF Authorize Preliminary Design, Geotechnical Services And Feasibility Report For The 2027 Street And Utility Improvements City Engineer Nate Stanley presenting COUNCIL MEMO -AUTHORIZE 2027 STREET IMP -REPORT AND PRELIM.PDF RESOLUTION -AUTHORIZE 2027 STREET IMP -REPORT AND PRELIM.PDF LOCATION MAP -2027 STREET AND UTILITY IMPROVEMENTS.PDF PROJECT SCHEDULE -2027 STREET IMPROVEMENT.PDF TASK ORDER 31 -2027 STREET AND UTILITY IMPROVEMENTS.PDF PRESENTATION -2027 STREET AND UTILITY IMPROVEMENTS.PDF OP -LDR Update CC REPORT -OP LDR UPDATE.PDF PRESENTATION -OP LDR.PDF Sketch Plan Review –Summergate Assemblage CC REPORT -SUMMERGATE ASSEMBLAGE.PDF PRESENTATION -SUMMERGATE ASSEMBLAGE .PDF Council Reports Staff Reports Future Agenda Items FUTURE AGENDA ITEMS.PDF Adjourn In accordance with the requirements of Minn. Stat. Section 13D.02, members may participate remotely via interactive technology. Our Mission is to Provide Quality Public Services in a Fiscally Responsible Manner in Partnership with our Community A. B. C. D. Documents: E. 1. Documents: 2. Documents: 3. Documents: 4. Documents: 5. Documents: 6. Documents: 7. Documents: 8. Documents: 9. Documents: F. 1. Documents: 2. Documents: 3. Documents: 4. Documents: 5. Documents: 6. Documents: 7. Documents: 8. Documents: G. H. I. Documents: J. City Council MeetingTuesday, June 2, 2026 7:00 p.m.City of Lake Elmo | 3880 Laverne Avenue NorthAGENDACall To Order/Pledge Of AllegianceApproval Of AgendaPublic Comments/InquiriesApproval Of Minutes05-19 -26 CITY COUNCIL MEETING MINUTES.PDFConsent AgendaApprove Payments And DisbursementsAPPROVE PAYMENTS AND DISBURSEMENTS.PDFApprove New Hire Public Works OperatorSTAFF REPORT - NEW HIRE PUBLIC WORKS OPERATOR III.PDFApproval Of The Fire Captain Hiring - HathawaySTAFF REPORT NEW HIRE FIRE CAPTAIN - HATHAWAY.PDFApproval Of The Fire Captain Hiring - Priester STAFF REPORT NEW HIRE FIRE CAPTAIN - PRIESTER.PDF Approval Of The Fire Captain Hiring - Wagner STAFF REPORT NEW HIRE FIRE CAPTAIN - WAGNER.PDF Approve Community Development Intern Posting STAFF REPORT - COMMUNITY DEVELOPMENT INTERN.PDF Approve Public Works Lawn Mower Purchase COUNCIL MEMO - PW LAWNMOWER PURCHASE.PDF Z MASTER 5000 72IN.PDF Approve Security Reduction For Lake Elmo Townhomes 8 (At Home Apartments) COUNCIL MEMO -APPROVE SECURITY REDUCTION LAKE ELMO TOWNHOME.PDF SECURITY REDUCTION WKSHT -LAKE ELMO TOWNHOMES 8.PDF 2025 State Performance Measures Data COUNCIL MEMO -2025 STATE PERFORMANCE MEASURES DATA.PDF RESOLUTION STATE PERFORMANCE MEASUREMENT.PDF 2025 STATE PERFORMANCE MEASURES FINAL.PDF Regular Agenda Old Village Gardens Improvements Phase 2 COUNCIL MEMO -OLD VILLAGE GARDENS PHASE 2 .PDF LETTER PROPOSAL_HKGI_OLDVILLAGEGARDENSPH2_260504 (002).PDF 2025 AND 2026 PROPOSAL.PDF PRESENTATION -OLD VILLAGE GARDENS.PDF Lions Park Master Plan Assistant Public Works Director Swanepoel presenting COUNCIL MEMO -LIONS PARK MASTER PLAN.PDF MASTER PLAN RFQ.PDF Water Transfer Station Repairs COUNCIL MEMO -WATER TRANSFER STATION REPAIRS.PDF 9960 57th St –Front Yard Setbacks Variance Planning Assistant Miranda Moulis presenting CC MEMO -9960 57TH ST VARIANCE.PDF RESOLUTION 2026 -040 -9960 57TH ST N VARIANCE.PDF PRESENTATION -9960 57TH ST VARIANCE.PDF Lake Elmo Medical Center Conditional Use Permit & Variance –8650 Hudson Blvd N Planning Assistant Miranda Moulis Presenting CC MEMO -LAKE ELMO MEDICAL CENTER CUP AND VARIANCE.PDF RESOLUTION 2026 -037 -LAKE ELMO MEDICAL CONDITIONAL USE PERMIT.PDF RESOLUTION 2026 -038 -LAKE ELMO MEDICAL VARIANCE.PDF PRESENTATION -LAKE ELMO MEDICAL CENTER CUP.PDF Authorize Preliminary Design, Geotechnical Services And Feasibility Report For The 2027 Street And Utility Improvements City Engineer Nate Stanley presenting COUNCIL MEMO -AUTHORIZE 2027 STREET IMP -REPORT AND PRELIM.PDF RESOLUTION -AUTHORIZE 2027 STREET IMP -REPORT AND PRELIM.PDF LOCATION MAP -2027 STREET AND UTILITY IMPROVEMENTS.PDF PROJECT SCHEDULE -2027 STREET IMPROVEMENT.PDF TASK ORDER 31 -2027 STREET AND UTILITY IMPROVEMENTS.PDF PRESENTATION -2027 STREET AND UTILITY IMPROVEMENTS.PDF OP -LDR Update CC REPORT -OP LDR UPDATE.PDF PRESENTATION -OP LDR.PDF Sketch Plan Review –Summergate Assemblage CC REPORT -SUMMERGATE ASSEMBLAGE.PDF PRESENTATION -SUMMERGATE ASSEMBLAGE .PDF Council Reports Staff Reports Future Agenda Items FUTURE AGENDA ITEMS.PDF Adjourn In accordance with the requirements of Minn. Stat. Section 13D.02, members may participate remotely via interactive technology. Our Mission is to Provide Quality Public Services in a Fiscally Responsible Manner in Partnership with our Community A.B.C.D.Documents:E.1.Documents:2.Documents:3.Documents:4.Documents: 5. Documents: 6. Documents: 7. Documents: 8. Documents: 9. Documents: F. 1. Documents: 2. Documents: 3. Documents: 4. Documents: 5. Documents: 6. Documents: 7. Documents: 8. Documents: G. H. I. Documents: J. City Council MeetingTuesday, June 2, 2026 7:00 p.m.City of Lake Elmo | 3880 Laverne Avenue NorthAGENDACall To Order/Pledge Of AllegianceApproval Of AgendaPublic Comments/InquiriesApproval Of Minutes05-19 -26 CITY COUNCIL MEETING MINUTES.PDFConsent AgendaApprove Payments And DisbursementsAPPROVE PAYMENTS AND DISBURSEMENTS.PDFApprove New Hire Public Works OperatorSTAFF REPORT - NEW HIRE PUBLIC WORKS OPERATOR III.PDFApproval Of The Fire Captain Hiring - HathawaySTAFF REPORT NEW HIRE FIRE CAPTAIN - HATHAWAY.PDFApproval Of The Fire Captain Hiring - PriesterSTAFF REPORT NEW HIRE FIRE CAPTAIN - PRIESTER.PDFApproval Of The Fire Captain Hiring - WagnerSTAFF REPORT NEW HIRE FIRE CAPTAIN - WAGNER.PDFApprove Community Development Intern PostingSTAFF REPORT - COMMUNITY DEVELOPMENT INTERN.PDFApprove Public Works Lawn Mower PurchaseCOUNCIL MEMO - PW LAWNMOWER PURCHASE.PDFZ MASTER 5000 72IN.PDFApprove Security Reduction For Lake Elmo Townhomes 8 (At Home Apartments)COUNCIL MEMO -APPROVE SECURITY REDUCTION LAKE ELMO TOWNHOME.PDFSECURITY REDUCTION WKSHT -LAKE ELMO TOWNHOMES 8.PDF2025 State Performance Measures DataCOUNCIL MEMO -2025 STATE PERFORMANCE MEASURES DATA.PDFRESOLUTION STATE PERFORMANCE MEASUREMENT.PDF2025 STATE PERFORMANCE MEASURES FINAL.PDFRegular AgendaOld Village Gardens Improvements Phase 2COUNCIL MEMO -OLD VILLAGE GARDENS PHASE 2 .PDFLETTER PROPOSAL_HKGI_OLDVILLAGEGARDENSPH2_260504 (002).PDF2025 AND 2026 PROPOSAL.PDFPRESENTATION -OLD VILLAGE GARDENS.PDFLions Park Master PlanAssistant Public Works Director Swanepoel presentingCOUNCIL MEMO -LIONS PARK MASTER PLAN.PDFMASTER PLAN RFQ.PDF Water Transfer Station Repairs COUNCIL MEMO -WATER TRANSFER STATION REPAIRS.PDF 9960 57th St –Front Yard Setbacks Variance Planning Assistant Miranda Moulis presenting CC MEMO -9960 57TH ST VARIANCE.PDF RESOLUTION 2026 -040 -9960 57TH ST N VARIANCE.PDF PRESENTATION -9960 57TH ST VARIANCE.PDF Lake Elmo Medical Center Conditional Use Permit & Variance –8650 Hudson Blvd N Planning Assistant Miranda Moulis Presenting CC MEMO -LAKE ELMO MEDICAL CENTER CUP AND VARIANCE.PDF RESOLUTION 2026 -037 -LAKE ELMO MEDICAL CONDITIONAL USE PERMIT.PDF RESOLUTION 2026 -038 -LAKE ELMO MEDICAL VARIANCE.PDF PRESENTATION -LAKE ELMO MEDICAL CENTER CUP.PDF Authorize Preliminary Design, Geotechnical Services And Feasibility Report For The 2027 Street And Utility Improvements City Engineer Nate Stanley presenting COUNCIL MEMO -AUTHORIZE 2027 STREET IMP -REPORT AND PRELIM.PDF RESOLUTION -AUTHORIZE 2027 STREET IMP -REPORT AND PRELIM.PDF LOCATION MAP -2027 STREET AND UTILITY IMPROVEMENTS.PDF PROJECT SCHEDULE -2027 STREET IMPROVEMENT.PDF TASK ORDER 31 -2027 STREET AND UTILITY IMPROVEMENTS.PDF PRESENTATION -2027 STREET AND UTILITY IMPROVEMENTS.PDF OP -LDR Update CC REPORT -OP LDR UPDATE.PDF PRESENTATION -OP LDR.PDF Sketch Plan Review –Summergate Assemblage CC REPORT -SUMMERGATE ASSEMBLAGE.PDF PRESENTATION -SUMMERGATE ASSEMBLAGE .PDF Council Reports Staff Reports Future Agenda Items FUTURE AGENDA ITEMS.PDF Adjourn In accordance with the requirements of Minn. Stat. Section 13D.02, members may participate remotely via interactive technology. Our Mission is to Provide Quality Public Services in a Fiscally Responsible Manner in Partnership with our Community A.B.C.D.Documents:E.1.Documents:2.Documents:3.Documents:4.Documents:5.Documents:6.Documents:7.Documents:8.Documents:9.Documents:F.1.Documents:2.Documents: 3. Documents: 4. Documents: 5. Documents: 6. Documents: 7. Documents: 8. Documents: G. H. I. Documents: J. City Council MeetingTuesday, June 2, 2026 7:00 p.m.City of Lake Elmo | 3880 Laverne Avenue NorthAGENDACall To Order/Pledge Of AllegianceApproval Of AgendaPublic Comments/InquiriesApproval Of Minutes05-19 -26 CITY COUNCIL MEETING MINUTES.PDFConsent AgendaApprove Payments And DisbursementsAPPROVE PAYMENTS AND DISBURSEMENTS.PDFApprove New Hire Public Works OperatorSTAFF REPORT - NEW HIRE PUBLIC WORKS OPERATOR III.PDFApproval Of The Fire Captain Hiring - HathawaySTAFF REPORT NEW HIRE FIRE CAPTAIN - HATHAWAY.PDFApproval Of The Fire Captain Hiring - PriesterSTAFF REPORT NEW HIRE FIRE CAPTAIN - PRIESTER.PDFApproval Of The Fire Captain Hiring - WagnerSTAFF REPORT NEW HIRE FIRE CAPTAIN - WAGNER.PDFApprove Community Development Intern PostingSTAFF REPORT - COMMUNITY DEVELOPMENT INTERN.PDFApprove Public Works Lawn Mower PurchaseCOUNCIL MEMO - PW LAWNMOWER PURCHASE.PDFZ MASTER 5000 72IN.PDFApprove Security Reduction For Lake Elmo Townhomes 8 (At Home Apartments)COUNCIL MEMO -APPROVE SECURITY REDUCTION LAKE ELMO TOWNHOME.PDFSECURITY REDUCTION WKSHT -LAKE ELMO TOWNHOMES 8.PDF2025 State Performance Measures DataCOUNCIL MEMO -2025 STATE PERFORMANCE MEASURES DATA.PDFRESOLUTION STATE PERFORMANCE MEASUREMENT.PDF2025 STATE PERFORMANCE MEASURES FINAL.PDFRegular AgendaOld Village Gardens Improvements Phase 2COUNCIL MEMO -OLD VILLAGE GARDENS PHASE 2 .PDFLETTER PROPOSAL_HKGI_OLDVILLAGEGARDENSPH2_260504 (002).PDF2025 AND 2026 PROPOSAL.PDFPRESENTATION -OLD VILLAGE GARDENS.PDFLions Park Master PlanAssistant Public Works Director Swanepoel presentingCOUNCIL MEMO -LIONS PARK MASTER PLAN.PDFMASTER PLAN RFQ.PDFWater Transfer Station RepairsCOUNCIL MEMO -WATER TRANSFER STATION REPAIRS.PDF9960 57th St –Front Yard Setbacks VariancePlanning Assistant Miranda Moulis presentingCC MEMO -9960 57TH ST VARIANCE.PDFRESOLUTION 2026 -040 -9960 57TH ST N VARIANCE.PDFPRESENTATION -9960 57TH ST VARIANCE.PDFLake Elmo Medical Center Conditional Use Permit & Variance –8650 Hudson Blvd NPlanning Assistant Miranda Moulis PresentingCC MEMO -LAKE ELMO MEDICAL CENTER CUP AND VARIANCE.PDFRESOLUTION 2026 -037 -LAKE ELMO MEDICAL CONDITIONAL USE PERMIT.PDFRESOLUTION 2026 -038 -LAKE ELMO MEDICAL VARIANCE.PDFPRESENTATION -LAKE ELMO MEDICAL CENTER CUP.PDFAuthorize Preliminary Design, Geotechnical Services And Feasibility Report For The 2027 Street And Utility ImprovementsCity Engineer Nate Stanley presentingCOUNCIL MEMO -AUTHORIZE 2027 STREET IMP -REPORT AND PRELIM.PDFRESOLUTION -AUTHORIZE 2027 STREET IMP -REPORT AND PRELIM.PDFLOCATION MAP -2027 STREET AND UTILITY IMPROVEMENTS.PDFPROJECT SCHEDULE -2027 STREET IMPROVEMENT.PDFTASK ORDER 31 -2027 STREET AND UTILITY IMPROVEMENTS.PDFPRESENTATION -2027 STREET AND UTILITY IMPROVEMENTS.PDFOP-LDR UpdateCC REPORT -OP LDR UPDATE.PDFPRESENTATION -OP LDR.PDFSketch Plan Review –Summergate AssemblageCC REPORT -SUMMERGATE ASSEMBLAGE.PDF PRESENTATION -SUMMERGATE ASSEMBLAGE .PDF Council Reports Staff Reports Future Agenda Items FUTURE AGENDA ITEMS.PDF Adjourn In accordance with the requirements of Minn. Stat. Section 13D.02, members may participate remotely via interactive technology. Our Mission is to Provide Quality Public Services in a Fiscally Responsible Manner in Partnership with our Community A.B.C.D.Documents:E.1.Documents:2.Documents:3.Documents:4.Documents:5.Documents:6.Documents:7.Documents:8.Documents:9.Documents:F.1.Documents:2.Documents:3.Documents:4.Documents:5.Documents:6.Documents:7.Documents:8.Documents: G. H. I. Documents: J. Page 1 | 3 CITY OF LAKE ELMO CITY COUNCIL MINUTES MAY 19, 2026 CALL TO ORDER/PLEDGE OF ALLEGIANCE Mayor Cadenhead called the meeting to order at 7:00 pm. PRESENT: Mayor Charles Cadenhead and Councilmembers Nick Dragisich, Matt Hirn, Jeff Holtz, and Nick Kragness. Staff present: Administrator Miller, City Attorney Sonsalla, City Engineer Stanley, and APPROVAL OF AGENDA Councilmember Holtz, seconded by Councilmember Kragness, moved TO APPROVE THE AGENDA AS PRESENTED. Motion passed 5 – 0. Public Comments / Inquiries Michael Sheilds, Royal Club resident, asked the city to assist with pedestrian safety in his neighborhood due to on street parking limiting visibility. Representative Wayne Johnson discussed the 2026 legislative session. PRESENTATIONS None CONSENT AGENDA 1. Approve Payments and Disbursements 2. Approve Massage Therapy Premises License 3. Approve Lease Extension for Temp Cell Tower ATT 3303 Langly Ct 4. Designate Official Depository of Funds 5. Approve Public Art Policy 6. Set Date for Annual Review of City Administrator Page 2 | 3 Councilmember Holtz, seconded by Councilmember Hirn, moved TO APPROVE THE CONSENT AGENDA AS PRESENTED. Motion passed 5 - 0. REGULAR AGENDA ITEM 1: Approve City Center Wall Art City Administrator Miller reviewed the proposal for displaying art and historical photos in the City Center building. Councilmember Hirn, seconded by Councilmember Holtz, moved TO APPROVE THE CITY CENTER WALL ART PROPOSAL PROVIDED BY ART RESOURCES GALLERY, NOT TO EXCEED $25,000. Motion passed 5 – 0. ITEM 2: Summary Publication of Short Term Rental Ordinance Mayor Cadenhead reviewed the cost of publication of the full ordinance and the substantially lower cost of summary publication. Councilmember Holtz, seconded by Councilmember Dragisich, moved TO RESCIND THE FAILED MOTION TO ADOPT RESOLUTION 2026-029 SUMMARY PUBLICATION OF ORDINANCE 2026-06 FROM THE MAY 5. 2026 COUNCIL MEETING. Motion passed 5 – 0. Councilmember Dragisich, seconded by Councilmember Holtz, moved TO ADOPT RESOLUTION 2026-029 SUMMARY PUBLICATION OF ORDINANCE 2026-06 AND POSTING THE FULL ORDINANCE ON THE SHORT TERM RENTAL PAGE ON THE CITY’S WEBSITE. Motion passed 5 – 0. ITEM 3: 2026 City Celebration City Administrator Miller requested a formal recommendation from council on the date, time, scope and budget for the event. Councilmember Dragisich, seconded by Mayor Cadenhead, moved TO APPROVE THE 2026 CITY CELEBRATION TO BE HELD ON SEPTEMBER 12, 2026 FROM 5:00 P.M. TO 10:00 P.M. WITH A SCOPE INCLUDING LIVE MUSIC, FOOD AND BEVERAGE VENDORS AND YOUTH ACTIVITIES WITH A BUDGET NOT TO EXCEED $30,000. Motion passed 5 – 0. Page 3 | 3 COUNCIL REPORTS Mayor Cadenhead: Thanked Representative Johnson for speaking at the meeting and reported on assistance received during the legislative session regarding the Highway 36/Lake Elmo Avenue funding. Councilmember Holtz: Thanked state representatives, lobbyist, staff and Mayor Cadenhead for their work toward funds being used correctly in favor of the city. Councilmember Kragness: Reported on the Lake Elmo Airport Advisory Committee Meeting and noted the pancake breakfast will be held on August 9th with aircraft from the National Guard and other organizations participating. STAFF REPORTS AND ANNOUNCEMENTS City Administrator Miller: Reported on crosswalk painting happening overnight. Meeting adjourned at 7:38 p.m. LAKE ELMO CITY COUNCIL ATTEST: ______________________________ Charles Cadenhead, Mayor _______________________________ Julie Johnson, City Clerk STAFF REPORT DATE: 06/02/2026 CONSENT TO: Mayor and Councilmembers FROM: Clarissa Hadler, Finance Director, Mike Kuehn, Finance AGENDA ITEM: Payments & Disbursements CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☐ Responsive, transparent, adaptive governance ☐Managed Growth ☐ Efficient, reliable, innovative services ☒ Balanced Finances now and future ☐ Resilient Infrastructure BACKGROUND: The City of Lake Elmo maintains a fiduciary responsibility to conduct normal business operations. Below is a summary of current claims scheduled for disbursement and payment in full compliance with applicable state statutes and City policies and procedures. ISSUE BEFORE COUNCIL: Should the Council approve “Payments & Disbursements”. FISCAL IMPACT: Claim # Amount Description ACH/Chks $ 188,108.18 Payroll 05/28/2026 ACH/Chks $ 1,529.13 Accounts Payable – Water Broch Postage ACH/Chks $ 1,077,404.66 Accounts Payable TOTAL $ 1,267,041.97 RECOMMENDATION: (if pulled from Consent) “Motion to approve the aforementioned disbursements in the amount of $ 1,267,041.97 ATTACHMENTS: 1. Invoice DistribuƟon Report INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: Amazon Capital Services Fund: 101 GENERAL FUND Department: 5200 Parks & Recreation 101-5200-42210 DOG PARK TRASH BAGS Amazon Capital Services DOG PARK BAGS / CL2 TOTAL 86.84 None Total Department 5200 Parks & Recreation 86.84 Total Fund 101 GENERAL FUND 86.84 Fund: 601 WATER Department: 9400 WATER 601-9400-42150 CL2 TOTAL DISPENSER Amazon Capital Services DOG PARK BAGS / CL2 TOTAL 92.35 None Total Department 9400 WATER 92.35 Total Fund 601 WATER 92.35 Total Vendor Amazon Capital Services:179.19 Vendor: ART RESOURCES GALLERY Fund: 403 CITY CENTER RESERVE Department: 0000 General 403-0000-45300-8145 PUBLIC ART DISPLAY SYSTEM ART RESOURCES GALLERY PUBLIC ART DISPLAY HANGING SYSTEM 795.00 None Total Department 0000 General 795.00 Total Fund 403 CITY CENTER RESERVE 795.00 Total Vendor ART RESOURCES GALLERY:795.00 Vendor: Aspen Mills Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-44170 UNIFORM NAME TAG - CM Aspen Mills UNIFORM NAME TAG - CM 34.85 None Total Department 2220 Fire 34.85 Total Fund 101 GENERAL FUND 34.85 Total Vendor Aspen Mills:34.85 Vendor: Bound Tree Medical LLC Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-42080 EMS Supplies Bound Tree Medical LLC EMS SUPPLIES 353.25 None Total Department 2220 Fire 353.25 Total Fund 101 GENERAL FUND 353.25 Total Vendor Bound Tree Medical LLC:353.25 Vendor: Century College Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-44350 AERIAL APPRATUS TEXTBOOK Century College AERIAL APPRATUS TEXTBOOK 125.00 None 101-2220-44370 AERIAL APPRATUS OPERATOR C Century College AERIAL APPRATUS OPERATOR CLASS - AS, 2,200.00 None Total Department 2220 Fire 2,325.00 Total Fund 101 GENERAL FUND 2,325.00 Total Vendor Century College:2,325.00 Vendor: Century Power Equipment 05/28/2026 12:31 PM Page:1/15 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: Century Power Equipment Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-44040 MAINTENANCE/PARTS Century Power Equipment MAINTENANCE/PARTS 82.41 None 101-3100-44375 MISC_CAP Century Power Equipment MISC_CAP 6.57 None Total Department 3100 Public Works 88.98 Department: 5200 Parks & Recreation 101-5200-42210 MISC SUPPLIES Century Power Equipment MISC SUPPLIES 63.99 None 101-5200-42210 MISC SUPPLIES_RETURN VALVE Century Power Equipment MISC SUPPLIES_RETURN VALVE VACUATOR (13.20)None 101-5200-42210 MISC SUPPLIES_VALVE VACUAT Century Power Equipment MISC SUPPLIES_VALVE VACUATOR & FUEL F 125.58 None 101-5200-44040 MAINTENANCE/PARTS Century Power Equipment MAINTENANCE/PARTS 82.43 None 101-5200-44375 MISC_CAP Century Power Equipment MISC_CAP 6.57 None Total Department 5200 Parks & Recreation 265.37 Total Fund 101 GENERAL FUND 354.35 Fund: 603 STORMWATER Department: 9500 SURFACE WATER 603-9500-41600 MISC_CAP Century Power Equipment MISC_CAP 6.57 None 603-9500-44040 MAINTENANCE/PARTS Century Power Equipment MAINTENANCE/PARTS 82.43 None Total Department 9500 SURFACE WATER 89.00 Total Fund 603 STORMWATER 89.00 Total Vendor Century Power Equipment:443.35 Vendor: Cintas Corp Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-42150 RUGS/SOAP/RAGS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 73.76 None 101-3100-42150 RUGS/SOAP/RAGS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 163.68 None 101-3100-44170 PW - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 148.89 None 101-3100-44170 PW - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 97.93 None Total Department 3100 Public Works 484.26 Department: 5200 Parks & Recreation 101-5200-44170 PARK & REC - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 34.36 None 101-5200-44170 PARK & REC - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 22.60 None Total Department 5200 Parks & Recreation 56.96 Total Fund 101 GENERAL FUND 541.22 Fund: 601 WATER Department: 9400 WATER 601-9400-44170 WATER - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 27.49 None 601-9400-44170 WATER - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 18.08 None Total Department 9400 WATER 45.57 Total Fund 601 WATER 45.57 Fund: 602 SEWER Department: 9450 SEWER 602-9450-44170 SEWER - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 11.45 None 602-9450-44170 SEWER - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 7.53 None Total Department 9450 SEWER 18.98 05/28/2026 12:31 PM Page:2/15 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: Cintas Corp Fund: 602 SEWER Total Fund 602 SEWER 18.98 Fund: 603 STORMWATER Department: 9500 SURFACE WATER 603-9500-44170 SURFACE WATER - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 6.88 None 603-9500-44170 SURFACE WATER - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 4.53 None Total Department 9500 SURFACE WATER 11.41 Total Fund 603 STORMWATER 11.41 Fund: 703 CITY CENTER OPERATIONS (ISF) Department: 0000 General 703-0000-42110 JANITORIAL SUPPLIES Cintas Corp RUGS / JANITORIAL SUPPLIES 230.05 None 703-0000-42111 RUGS Cintas Corp RUGS / JANITORIAL SUPPLIES 159.70 None Total Department 0000 General 389.75 Total Fund 703 CITY CENTER OPERATIONS (ISF)389.75 Total Vendor Cintas Corp:1,006.93 Vendor: City of Bloomington - Civic Plaza Fund: 601 WATER Department: 9400 WATER 601-9400-43150 WATER SAMPLE TESTING City of Bloomington - Civi WATER SAMPLE TESTING 140.00 None Total Department 9400 WATER 140.00 Total Fund 601 WATER 140.00 Total Vendor City of Bloomington - Civic Plaza:140.00 Vendor: City of Saint Paul Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-42240 POTHOLE MIX City of Saint Paul POTHOLE MIX 2,295.34 None Total Department 3100 Public Works 2,295.34 Total Fund 101 GENERAL FUND 2,295.34 Total Vendor City of Saint Paul:2,295.34 Vendor: CivicPlus LLC Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-43190 WORK ENGINE/ASSET MGMT CivicPlus LLC WORK ENGINE/ASSET MGMT - PARKS & REC 8,602.32 None Total Department 3100 Public Works 8,602.32 Department: 5200 Parks & Recreation 101-5200-43190 BEEHIVE - PARKS & REC MODU CivicPlus LLC WORK ENGINE/ASSET MGMT - PARKS & REC 4,100.00 None Total Department 5200 Parks & Recreation 4,100.00 Total Fund 101 GENERAL FUND 12,702.32 Fund: 601 WATER Department: 9400 WATER 601-9400-43190 WORK ENGINE/ASSET MGMT CivicPlus LLC WORK ENGINE/ASSET MGMT - PARKS & REC 3,050.82 None Total Department 9400 WATER 3,050.82 05/28/2026 12:31 PM Page:3/15 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: CivicPlus LLC Fund: 601 WATER Total Fund 601 WATER 3,050.82 Fund: 602 SEWER Department: 9450 SEWER 602-9450-43190 WORK ENGINE/ASSET MGMT CivicPlus LLC WORK ENGINE/ASSET MGMT - PARKS & REC 3,050.82 None Total Department 9450 SEWER 3,050.82 Total Fund 602 SEWER 3,050.82 Fund: 603 STORMWATER Department: 9500 SURFACE WATER 603-9500-43190 WORK ENGINE/ASSET MGMT CivicPlus LLC WORK ENGINE/ASSET MGMT - PARKS & REC 3,050.82 None Total Department 9500 SURFACE WATER 3,050.82 Total Fund 603 STORMWATER 3,050.82 Total Vendor CivicPlus LLC:21,854.78 Vendor: CORE & MAIN LP Fund: 601 WATER Department: 9400 WATER 601-9400-42300 METERS CORE & MAIN LP METERS 3,277.00 None Total Department 9400 WATER 3,277.00 Total Fund 601 WATER 3,277.00 Total Vendor CORE & MAIN LP:3,277.00 Vendor: DONALD GARNER Fund: 601 WATER Department: 0000 General 601-0000-11500 OVERPAYMENT DONALD GARNER UB refund for account: 01-00000185-00 135.88 None Total Department 0000 General 135.88 Total Fund 601 WATER 135.88 Total Vendor DONALD GARNER:135.88 Vendor: Emergency Apparatus Maint Inc Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-44040 LADDER 1 REAR BREAKE REPLA Emergency Apparatus Maint LADDER 1 REAR BREAKE REPLACEMENT / RE 7,758.89 None Total Department 2220 Fire 7,758.89 Total Fund 101 GENERAL FUND 7,758.89 Total Vendor Emergency Apparatus Maint Inc:7,758.89 Vendor: FIELDS OF ST CROIX HOA Fund: 601 WATER Department: 0000 General 601-0000-22901 REFUNDABLE WATER METER DEP FIELDS OF ST CROIX HOA HYDRANT METER RETURN LESS 12,400 GALL 1,794.84 None Total Department 0000 General 1,794.84 Total Fund 601 WATER 1,794.84 Total Vendor FIELDS OF ST CROIX HOA:1,794.84 05/28/2026 12:31 PM Page:4/15 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: Fire Equipment Specialties Fund: 410 VEHICLE REPLACEMENT Department: 2220 Fire 410-2220-45500-8144 TENDER 2 REPLACEMENT NOZZL Fire Equipment Specialties TENDER 2 REPLACEMENT NOZZLES EQUIPMEN 6,786.00 None Total Department 2220 Fire 6,786.00 Total Fund 410 VEHICLE REPLACEMENT 6,786.00 Total Vendor Fire Equipment Specialties:6,786.00 Vendor: First State Tire Recycling Fund: 603 STORMWATER Department: 9500 SURFACE WATER 603-9500-44300 TIRE DISPOSAL First State Tire Recycling TIRE DISPOSAL 481.92 None Total Department 9500 SURFACE WATER 481.92 Total Fund 603 STORMWATER 481.92 Total Vendor First State Tire Recycling:481.92 Vendor: Flagship Recreation Fund: 404 PARK DEDICATION Department: 8149 LION'S PARK PLAYGROUND 404-8149-45300-8149 LIONS PARK PLAYGROUND - CO Flagship Recreation LIONS PARK PLAYGROUND - CONCRETE 15,383.08 None 404-8149-45300-8149 LIONS PARK PLAYGROUND - FL Flagship Recreation LIONS PARK PLAYGROUND - FLAGSHIP MISC 68,147.23 None Total Department 8149 LION'S PARK PLAYGROUND 83,530.31 Total Fund 404 PARK DEDICATION 83,530.31 Total Vendor Flagship Recreation:83,530.31 Vendor: Flaherty & Hood Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-43150 COMPENSATION UPDATE PAYMEN Flaherty & Hood COMPENSATION UPDATE PAYMENT 3,292.00 None Total Department 1320 Administration 3,292.00 Total Fund 101 GENERAL FUND 3,292.00 Total Vendor Flaherty & Hood:3,292.00 Vendor: GFL Environmental Svcs Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-44030 USED FLOOR DRY/EERF GFL Environmental Svcs USED FLOOR DRY/EERF 499.80 None Total Department 3100 Public Works 499.80 Total Fund 101 GENERAL FUND 499.80 Total Vendor GFL Environmental Svcs:499.80 Vendor: GreatAmerica Financial Services Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-44040 Monthly Copier-Adm-020-184 GreatAmerica Financial Ser MONTHLY COPIER INVOICE 272.86 None Total Department 1320 Administration 272.86 Department: 1520 Finance 101-1520-44040 MONTHLY COPIER-FINA-020-18 GreatAmerica Financial Ser MONTHLY COPIER INVOICE 272.85 None 05/28/2026 12:31 PM Page:5/15 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: GreatAmerica Financial Services Fund: 101 GENERAL FUND Department: 1520 Finance Total Department 1520 Finance 272.85 Department: 1910 Planning & Zoning 101-1910-44040 MONTHLY COPIER-PLNG-020-18 GreatAmerica Financial Ser MONTHLY COPIER INVOICE 285.06 None Total Department 1910 Planning & Zoning 285.06 Department: 2400 Building Inspection 101-2400-44040 MONTHLY COPIER-BLDG-020-18 GreatAmerica Financial Ser MONTHLY COPIER INVOICE 285.03 None Total Department 2400 Building Inspection 285.03 Total Fund 101 GENERAL FUND 1,115.80 Total Vendor GreatAmerica Financial Services:1,115.80 Vendor: Hawkins Inc Fund: 601 WATER Department: 9400 WATER 601-9400-42160 WELL CHEMICALS Hawkins Inc WELL CHEMICALS 100.00 None Total Department 9400 WATER 100.00 Total Fund 601 WATER 100.00 Total Vendor Hawkins Inc:100.00 Vendor: INDIGITAL INC Fund: 101 GENERAL FUND Department: 1910 Planning & Zoning 101-1910-43150 DOCUMENT SCANNING INDIGITAL INC 863.40 None 101-1910-43150 LESS SALES TAX - ST3 EMAIL INDIGITAL INC (66.72)None Total Department 1910 Planning & Zoning 796.68 Total Fund 101 GENERAL FUND 796.68 Total Vendor INDIGITAL INC:796.68 Vendor: Innovative Office Solutions LLC Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-42000 PAPER Innovative Office Solution OFFICE SUPPLIES- PAPER 45.99 None Total Department 1320 Administration 45.99 Total Fund 101 GENERAL FUND 45.99 Total Vendor Innovative Office Solutions LLC:45.99 Vendor: Kath Fuel Oil Service Co Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-42120 FIRE - OFF ROAD Kath Fuel Oil Service Co OFF ROAD 1,668.03 None Total Department 2220 Fire 1,668.03 Department: 2400 Building Inspection 101-2400-42120 BUILDING - UNLEADED FUEL Kath Fuel Oil Service Co UNLEADED FUEL 344.67 None Total Department 2400 Building Inspection 344.67 Department: 3100 Public Works 05/28/2026 12:31 PM Page:6/15 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: Kath Fuel Oil Service Co Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-42120 STREET - ON ROAD Kath Fuel Oil Service Co ON ROAD 70.01 None 101-3100-42120 STREET - OFF ROAD Kath Fuel Oil Service Co OFF ROAD 8.62 None 101-3100-42120 STREET - UNLEADED FUEL Kath Fuel Oil Service Co UNLEADED FUEL 698.63 None Total Department 3100 Public Works 777.26 Department: 5200 Parks & Recreation 101-5200-42120 PARKS- ON ROAD Kath Fuel Oil Service Co ON ROAD 210.04 None 101-5200-42120 PARKS - OFF ROAD Kath Fuel Oil Service Co OFF ROAD 25.85 None 101-5200-42120 PARKS - UNLEADED FUEL Kath Fuel Oil Service Co UNLEADED FUEL 261.99 None Total Department 5200 Parks & Recreation 497.88 Total Fund 101 GENERAL FUND 3,287.84 Fund: 601 WATER Department: 9400 WATER 601-9400-42120 WATER - ON ROAD Kath Fuel Oil Service Co ON ROAD 280.06 None 601-9400-42120 WATER - OFF ROAD Kath Fuel Oil Service Co OFF ROAD 34.47 None 601-9400-42120 WATER - UNLEADED FUEL Kath Fuel Oil Service Co UNLEADED FUEL 349.32 None Total Department 9400 WATER 663.85 Total Fund 601 WATER 663.85 Fund: 602 SEWER Department: 9450 SEWER 602-9450-42120 SEWER - ON ROAD Kath Fuel Oil Service Co ON ROAD 280.06 None 602-9450-42120 SEWER - OFF ROAD Kath Fuel Oil Service Co OFF ROAD 34.47 None 602-9450-42120 SEWER - UNLEADED FUEL Kath Fuel Oil Service Co UNLEADED FUEL 349.32 None Total Department 9450 SEWER 663.85 Total Fund 602 SEWER 663.85 Fund: 603 STORMWATER Department: 9500 SURFACE WATER 603-9500-42120 STORMWATER - ON ROAD Kath Fuel Oil Service Co ON ROAD 560.12 None 603-9500-42120 STORMWATER - OFF ROAD Kath Fuel Oil Service Co OFF ROAD 68.93 None 603-9500-42120 STORMWATER - UNLEADED FUEL Kath Fuel Oil Service Co UNLEADED FUEL 87.32 None Total Department 9500 SURFACE WATER 716.37 Total Fund 603 STORMWATER 716.37 Total Vendor Kath Fuel Oil Service Co:5,331.91 Vendor: Kennedy & Graven Chartered Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-43040 GENERAL MATTERS Kennedy & Graven Chartered LEGAL - APRIL 3,630.90 None 101-1320-43040 PERSONNEL MATTERS Kennedy & Graven Chartered LEGAL - APRIL 655.20 None Total Department 1320 Administration 4,286.10 Department: 8142 SALE OF OLD FIRE HALL 101-8142-43040-8142 FIRE STATION & PARKS BUILD Kennedy & Graven Chartered LEGAL - APRIL 1,184.50 None Total Department 8142 SALE OF OLD FIRE HALL 1,184.50 Total Fund 101 GENERAL FUND 5,470.60 05/28/2026 12:31 PM Page:7/15 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: Kennedy & Graven Chartered Fund: 601 WATER Department: 9400 WATER 601-9400-43040 AMENDMENT TO DNR WATER APP Kennedy & Graven Chartered LEGAL - APRIL 220.00 None Total Department 9400 WATER 220.00 Total Fund 601 WATER 220.00 Fund: 803 ESCROW FUND Department: 9033 E033 - LIMERICK VILLAGE 803-9033-43040 LIMERICK VILLAGE Kennedy & Graven Chartered LEGAL - APRIL 439.25 None Total Department 9033 E033 - LIMERICK VILLAGE 439.25 Department: 9061 E061 803-9061-43040 SCHILTGEN / NORTHSTAR 3RD Kennedy & Graven Chartered LEGAL - APRIL 165.10 None Total Department 9061 E061 165.10 Total Fund 803 ESCROW FUND 604.35 Total Vendor Kennedy & Graven Chartered:6,294.95 Vendor: Lake Elmo Repair Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-44040 PW - F150 _TRUCK P3 Lake Elmo Repair PW - F150 _TRUCK P3 1,902.20 None Total Department 3100 Public Works 1,902.20 Total Fund 101 GENERAL FUND 1,902.20 Total Vendor Lake Elmo Repair:1,902.20 Vendor: Landscape Structures Inc Fund: 404 PARK DEDICATION Department: 8149 LION'S PARK PLAYGROUND 404-8149-45300-8149 LIONS PARK PLAYGROUND - EQ Landscape Structures Inc LIONS PARK PLAYGROUND - EQUIPMENT 228,633.52 None Total Department 8149 LION'S PARK PLAYGROUND 228,633.52 Total Fund 404 PARK DEDICATION 228,633.52 Total Vendor Landscape Structures Inc:228,633.52 Vendor: MacQueen Fund: 410 VEHICLE REPLACEMENT Department: 2220 Fire 410-2220-45500 UTV1 REPLACEMENT - EMERGEN MacQueen UTV1 REPLACEMENT - EMERGENCY LIGHTING 9,194.47 None Total Department 2220 Fire 9,194.47 Total Fund 410 VEHICLE REPLACEMENT 9,194.47 Total Vendor MacQueen:9,194.47 Vendor: Maroney's Sanitation Inc Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-43840 Public Works - Sanitation Maroney's Sanitation Inc TRASH SERVICE - MONTHY 44.78 None Total Department 3100 Public Works 44.78 Department: 5200 Parks & Recreation 101-5200-43840 Public Works - Sanitation Maroney's Sanitation Inc TRASH SERVICE - MONTHY 313.42 None 05/28/2026 12:31 PM Page:8/15 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: Maroney's Sanitation Inc Fund: 101 GENERAL FUND Department: 5200 Parks & Recreation Total Department 5200 Parks & Recreation 313.42 Total Fund 101 GENERAL FUND 358.20 Fund: 601 WATER Department: 9400 WATER 601-9400-43840 Public Works - Sanitation Maroney's Sanitation Inc TRASH SERVICE - MONTHY 44.78 None Total Department 9400 WATER 44.78 Total Fund 601 WATER 44.78 Fund: 602 SEWER Department: 9450 SEWER 602-9450-43840 Public Works - Sanitation Maroney's Sanitation Inc TRASH SERVICE - MONTHY 44.78 None Total Department 9450 SEWER 44.78 Total Fund 602 SEWER 44.78 Fund: 703 CITY CENTER OPERATIONS (ISF) Department: 0000 General 703-0000-43840 City Center - Sanitation Maroney's Sanitation Inc TRASH SERVICE - MONTHY 352.44 None Total Department 0000 General 352.44 Total Fund 703 CITY CENTER OPERATIONS (ISF)352.44 Total Vendor Maroney's Sanitation Inc:800.20 Vendor: Menards - Oakdale Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-42120 COOLANT Menards - Oakdale COOLANT 114.16 None Total Department 2220 Fire 114.16 Department: 3100 Public Works 101-3100-42210 SUPPLIES - IRRIGATION LION Menards - Oakdale SUPPLIES - IRRIGATION LIONS PARK 5.37 None 101-3100-42210 PW GUARDRAIL MATERIALS Menards - Oakdale PW GUARDRAIL MATERIALS 77.41 None Total Department 3100 Public Works 82.78 Total Fund 101 GENERAL FUND 196.94 Total Vendor Menards - Oakdale:196.94 Vendor: MN Department of Health Fund: 601 WATER Department: 9400 WATER 601-9400-43820 COMMUNITY WATER SUPPLY CON MN Department of Health WATER SUPPLY 13,469.00 None Total Department 9400 WATER 13,469.00 Total Fund 601 WATER 13,469.00 Total Vendor MN Department of Health:13,469.00 Vendor: Modern Press Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-43090 Water Brochure Printing Modern Press WATER BROCHURE PRINTING 3,740.00 None 05/28/2026 12:31 PM Page:9/15 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: Modern Press Fund: 101 GENERAL FUND Department: 1320 Administration Total Department 1320 Administration 3,740.00 Total Fund 101 GENERAL FUND 3,740.00 Total Vendor Modern Press:3,740.00 Vendor: MUTUAL OF OMAHA Fund: 101 GENERAL FUND Department: 0000 General 101-0000-21707 DENTAL INSURANCE PREM - JU MUTUAL OF OMAHA G000CVSQ BILL GROUP 0001 JUNE 2026 2,493.52 None 101-0000-21708 STD/LTD INSURANCE PREM - J MUTUAL OF OMAHA G000CVSQ BILL GROUP 0001 JUNE 2026 985.26 None 101-0000-21708 LIFE/AD&D INSUR PREM - JUN MUTUAL OF OMAHA G000CVSQ BILL GROUP 0001 JUNE 2026 1,019.90 None 101-0000-21718 VISION INSURANCE PREM - JU MUTUAL OF OMAHA G000CVSQ BILL GROUP 0001 JUNE 2026 130.44 None Total Department 0000 General 4,629.12 Total Fund 101 GENERAL FUND 4,629.12 Total Vendor MUTUAL OF OMAHA:4,629.12 Vendor: Pomp's Tire Service Inc Fund: 601 WATER Department: 9400 WATER 601-9400-44040 PW - MAINTENANCE TRUCK W4 Pomp's Tire Service Inc PW - MAINTENANCE TRUCK W4 1,128.24 None Total Department 9400 WATER 1,128.24 Total Fund 601 WATER 1,128.24 Total Vendor Pomp's Tire Service Inc:1,128.24 Vendor: PreCise MRM LLC Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-43190 PRECISE FLEET MGMT SOFTWAR PreCise MRM LLC PRECISE FLEET MGMT SOFTWARE 220.00 None Total Department 3100 Public Works 220.00 Total Fund 101 GENERAL FUND 220.00 Total Vendor PreCise MRM LLC:220.00 Vendor: Rosenbauer Minnesota LLC Fund: 410 VEHICLE REPLACEMENT Department: 2220 Fire 410-2220-45500-8144 TENDER 2 REPLACEMENT - CHA Rosenbauer Minnesota LLC TENDER 2 REPLACEMENT - CHASSIS PAYMEN 507,150.00 None Total Department 2220 Fire 507,150.00 Total Fund 410 VEHICLE REPLACEMENT 507,150.00 Total Vendor Rosenbauer Minnesota LLC:507,150.00 Vendor: Safe-Fast Inc Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-44375 PW - PPE Safe-Fast Inc PW - PPE 22.13 None 101-3100-44375 PW - PPE Safe-Fast Inc PW - PPE 75.16 None 101-3100-44375 PW - PPE Safe-Fast Inc PW - PPE 38.16 None 05/28/2026 12:31 PM Page:10/15 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: Safe-Fast Inc Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-44375 PW - PPE Safe-Fast Inc PW - PPE 75.00 None 101-3100-44375 PW - PPE Safe-Fast Inc PW - PPE 72.55 None Total Department 3100 Public Works 283.00 Department: 5200 Parks & Recreation 101-5200-44375 PW - PPE Safe-Fast Inc PW - PPE 22.13 None 101-5200-44375 PW - PPE Safe-Fast Inc PW - PPE 75.16 None 101-5200-44375 PW - PPE Safe-Fast Inc PW - PPE 38.16 None 101-5200-44375 PW - PPE Safe-Fast Inc PW - PPE 75.00 None 101-5200-44375 PW - PPE Safe-Fast Inc PW - PPE 72.55 None Total Department 5200 Parks & Recreation 283.00 Total Fund 101 GENERAL FUND 566.00 Fund: 601 WATER Department: 9400 WATER 601-9400-44375 PW - PPE Safe-Fast Inc PW - PPE 22.13 None 601-9400-44375 PW - PPE Safe-Fast Inc PW - PPE 75.16 None 601-9400-44375 PW - PPE Safe-Fast Inc PW - PPE 38.16 None 601-9400-44375 PW - PPE Safe-Fast Inc PW - PPE 75.00 None 601-9400-44375 PW - PPE Safe-Fast Inc PW - PPE 72.55 None Total Department 9400 WATER 283.00 Total Fund 601 WATER 283.00 Fund: 602 SEWER Department: 9450 SEWER 602-9450-44375 PW - PPE Safe-Fast Inc PW - PPE 22.13 None 602-9450-44375 PW - PPE Safe-Fast Inc PW - PPE 75.16 None 602-9450-44375 PW - PPE Safe-Fast Inc PW - PPE 38.16 None 602-9450-44375 PW - PPE Safe-Fast Inc PW - PPE 75.00 None 602-9450-44375 PW - PPE Safe-Fast Inc PW - PPE 72.55 None Total Department 9450 SEWER 283.00 Total Fund 602 SEWER 283.00 Fund: 603 STORMWATER Department: 9500 SURFACE WATER 603-9500-44375 PW - PPE Safe-Fast Inc PW - PPE 22.13 None 603-9500-44375 PW - PPE Safe-Fast Inc PW - PPE 75.16 None 603-9500-44375 PW - PPE Safe-Fast Inc PW - PPE 38.16 None 603-9500-44375 PW - PPE Safe-Fast Inc PW - PPE 75.00 None 603-9500-44375 PW - PPE Safe-Fast Inc PW - PPE 72.54 None Total Department 9500 SURFACE WATER 282.99 Total Fund 603 STORMWATER 282.99 Total Vendor Safe-Fast Inc:1,414.99 Vendor: Schwickert's Tecta America Fund: 601 WATER Department: 9400 WATER 601-9400-44010 PW _WELL 4 AIR CONDITIONER Schwickert's Tecta America PW _WELL 4 AIR CONDITIONER 600.00 None Total Department 9400 WATER 600.00 05/28/2026 12:31 PM Page:11/15 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: Schwickert's Tecta America Fund: 601 WATER Total Fund 601 WATER 600.00 Total Vendor Schwickert's Tecta America:600.00 Vendor: SITEONE LANDSCAPE SUPPLY Fund: 101 GENERAL FUND Department: 5200 Parks & Recreation 101-5200-42210 HERBICIDES AND STRAW BLANK SITEONE LANDSCAPE SUPPLY HERBICIDES AND STRAW BLANKET 370.15 None Total Department 5200 Parks & Recreation 370.15 Total Fund 101 GENERAL FUND 370.15 Total Vendor SITEONE LANDSCAPE SUPPLY:370.15 Vendor: Streamworks LLC Fund: 601 WATER Department: 9400 WATER 601-9400-42030 Q1 2026 PAST DUE UB BILLIN Streamworks LLC Q1 2026 PAST DUE UB BILLING 362.00 None Total Department 9400 WATER 362.00 Total Fund 601 WATER 362.00 Fund: 602 SEWER Department: 9450 SEWER 602-9450-42030 Q1 2026 PAST DUE UB BILLIN Streamworks LLC Q1 2026 PAST DUE UB BILLING 362.00 None Total Department 9450 SEWER 362.00 Total Fund 602 SEWER 362.00 Fund: 603 STORMWATER Department: 9500 SURFACE WATER 603-9500-42030 Q1 2026 PAST DUE UB BILLIN Streamworks LLC Q1 2026 PAST DUE UB BILLING 180.57 None Total Department 9500 SURFACE WATER 180.57 Total Fund 603 STORMWATER 180.57 Total Vendor Streamworks LLC:904.57 Vendor: TRAUT WELL DRILLING Fund: 601 WATER Department: 0000 General 601-0000-22901 REFUNDABLE WATER METER DEP TRAUT WELL DRILLING HYDRANT METER DEPOSIT REFUND 2,000.00 None Total Department 0000 General 2,000.00 Total Fund 601 WATER 2,000.00 Total Vendor TRAUT WELL DRILLING:2,000.00 Vendor: Union Pacific Railroad Company Fund: 430 RAILROAD IMPROVEMENTS Department: 8091 RR Crossing Improvements 430-8091-45805-8091 UPRR - VILLAGE PKWY CROSSI Union Pacific Railroad Com UPRR - VILLAGE PKWY CROSSING IMPRVMTS 1,175.60 None 430-8091-45805-8091 UPRR - VILLAGE PKWY CROSSI Union Pacific Railroad Com UPRR - VILLAGE PKWY CROSSING IMPRVMTS 5,113.25 None Total Department 8091 RR Crossing Improvements 6,288.85 Total Fund 430 RAILROAD IMPROVEMENTS 6,288.85 05/28/2026 12:31 PM Page:12/15 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: Union Pacific Railroad Company Total Vendor Union Pacific Railroad Company:6,288.85 Vendor: USS Minnesota One MT LLC Fund: 601 WATER Department: 9400 WATER 601-9400-43810 US SOLAR SUNSCRPTN-MNTHLY USS Minnesota One MT LLC USSOLR - MONTHLY - APR STMT 1,386.62 None Total Department 9400 WATER 1,386.62 Total Fund 601 WATER 1,386.62 Total Vendor USS Minnesota One MT LLC:1,386.62 Vendor: Washington County Prop Records/Taxpayer Svcs Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-43100 ANNUAL ASSESSMENT FEES - A Washington County Prop Rec 2026 ASSESSMENT FEES - ACCOUNT # 2049 127,706.57 None Total Department 1320 Administration 127,706.57 Total Fund 101 GENERAL FUND 127,706.57 Total Vendor Washington County Prop Records/Taxpayer Svcs:127,706.57 Vendor: Xcel Energy Fund: 101 GENERAL FUND Department: 2500 Emergency Communications 101-2500-43810 ELECTRIC UTILITY - 51-4504 Xcel Energy 51-4504807-7 0.00 None 101-2500-43810 ELECTRIC UTILITY - 51-4504 Xcel Energy 51-4504807-7 0.00 None Total Department 2500 Emergency Communications 0.00 Department: 3100 Public Works 101-3100-43810 ELECTRIC UTILITY - 51-4504 Xcel Energy 51-4504807-7 0.00 None 101-3100-43810 ELECTRIC UTILITY - 51-4504 Xcel Energy 51-4504807-7 232.53 None 101-3100-43811 51-0012718950-5 - 179 KEAT Xcel Energy 51-0012718950-5 73.49 None 101-3100-43811 51-0013811065-2 - 689 INWO Xcel Energy 51-0013811065-2 52.23 None 101-3100-43811 3014 JAMLEY AVE N - STREET Xcel Energy 51-4572945-7 30.08 None Total Department 3100 Public Works 388.33 Department: 5200 Parks & Recreation 101-5200-43810 ELECTRIC UTILITY - 51-4504 Xcel Energy 51-4504807-7 124.48 None 101-5200-43810 ELECTRIC UTILITY - 51-4504 Xcel Energy 51-4504807-7 0.00 None Total Department 5200 Parks & Recreation 124.48 Total Fund 101 GENERAL FUND 512.81 Fund: 601 WATER Department: 9400 WATER 601-9400-43810 51-0013315481-4 - 4525 LIL Xcel Energy 51-0013315481-4 3,377.34 None 601-9400-43810 51-0014032224-4 - Wat Towe Xcel Energy 51-0014032224-4 247.75 None 601-9400-43810 51-0014032232-4 - 3418 LA Xcel Energy 51-0014032232-4 21.04 None 601-9400-43810 ELECTRIC UTILITY - 51-4504 Xcel Energy 51-4504807-7 3,105.47 None 601-9400-43810 2576 INWOOD BOOSTER STATIO Xcel Energy 51-0011431737-7 1,731.64 None 601-9400-43810 ELECTRIC UTILITY - 51-4504 Xcel Energy 51-4504807-7 202.15 None Total Department 9400 WATER 8,685.39 Total Fund 601 WATER 8,685.39 Fund: 602 SEWER 05/28/2026 12:31 PM Page:13/15 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: Xcel Energy Fund: 602 SEWER Department: 9450 SEWER 602-9450-43810 10845 32ND ST LIFT STATION Xcel Energy 51-0013680215-5 213.71 None 602-9450-43810 9956 TAPESTRY RD LIFT STAT Xcel Energy 51-0014133900-7 147.33 None 602-9450-43810 ELECTRIC UTILITY - 51-4504 Xcel Energy 51-4504807-7 1,701.71 None 602-9450-43810 ELECTRIC UTILITY - 51-4504 Xcel Energy 51-4504807-7 0.00 None Total Department 9450 SEWER 2,062.75 Total Fund 602 SEWER 2,062.75 Fund: 703 CITY CENTER OPERATIONS (ISF) Department: 0000 General 703-0000-43810 ELEC UTIL 3880 LAVERNE AVE Xcel Energy 51-0013935424-9 2,919.40 None 703-0000-43810 GAS UTILITY - 51-4504807-7 Xcel Energy 51-4504807-7 91.67 None 703-0000-43810 GAS UTILITY - 51-4504807-7 Xcel Energy 51-4504807-7 727.54 None Total Department 0000 General 3,738.61 Total Fund 703 CITY CENTER OPERATIONS (ISF)3,738.61 Total Vendor Xcel Energy:14,999.56 05/28/2026 12:31 PM Page:14/15 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number --- TOTALS BY FUND --- 101 GENERAL FUND 181,162.76 403 CITY CENTER RESERVE 795.00 404 PARK DEDICATION 312,163.83 410 VEHICLE REPLACEMENT 523,130.47 430 RAILROAD IMPROVEMENTS 6,288.85 601 WATER 37,479.34 602 SEWER 6,486.18 603 STORMWATER 4,813.08 703 CITY CENTER OPERATIONS (ISF)4,480.80 803 ESCROW FUND 604.35 Total For All Funds:1,077,404.66 05/28/2026 12:31 PM Page:15/15 STAFF REPORT DATE: June 2, 2026 CONSENT TO: Mayor and Councilmembers FROM: Jennifer Doyle, Administrative Services Director AGENDA ITEM: Approval of Public Works Operator CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☐ Responsive, transparent, adaptive governance ☐Managed Growth ☒ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☐ Resilient Infrastructure BACKGROUND: A Public Works Operator resigned in early April and this request is to fill the vacancy. ISSUE BEFORE COUNCIL: Should council approve Luke Swelland to be hired as the Public Works Operator III? PROPOSAL DETAILS/ANALYSIS: The Public Works Assistant Director, PW Director and the Administrative Services Director interviewed 7 applicants for the Public Works Operator position. Three of those in the 1st round interview, returned for a 2nd interview with the Assistant Public Works Director, Public Works Lead and an Operator. The interview panels are recommending the hire of Luke Swelland to fill the position. Luke, has experience as an equipment operator and the team is recommending hiring Luke at a grade level 4, Step 6. FISCAL IMPACT: N/A, the position is in the 2026 budget. OPTIONS: Approve the hire of Luke Swelland as the new PW Operator for Public Works. Deny the hire of Luke Swelland as the new PW Operator for Public Works. RECOMMENDATION: (if pulled from Consent) “Motion to approve hiring Luke Swelland as Public Works Operator at a grade level 4, step 6.” ATTACHMENTS: Luke Swelland Resume LUKE SWELLAND PUBLIC WORKS OPERATOR PROFILE Highly motivated inside sales/service advisor/manager with over eight years of experience. College graduate with a Business Management degree and skilled in a variety of business functions. Consistent in effective communication and problem-solving skills and proficient in fostering strong relationships with clients and team members. Committed to maintaining high-quality standards to drive successful outcomes in fast-paced environments while managing multiple priorities to ensure a positive workplace culture and successful team performance. PROFESSIONAL EXPERIENCE Firefighter, Bayport Fire Department Bayport, MN Feb 2025 to Present • Responds to emergency calls in the community • Participates in training drills and classes to maintain physical fitness, participate in teamwork activities and enhance emergency response skills • Performs routine maintenance and inspections of gear and equipment to ensure operational readiness Service Advisor, Hudson Ford Hudson, WI Jul 2022 to Present • Manages a team of service technicians at the dealership by emphasizing critical thinking and clear communication to enhance team performance. • Applies professional and effective communication skills to address and fulfill customer needs and expectations • Analyzes and resolves any escalated customer issues to ensure positive outcomes Production Manager, ABRA Auto Body (Owned by Hudson Ford) Hudson, WI Jan 2022 to Jul 2022 • Assigned tasks to technicians to optimize department efficiency while maintaining high quality work standards • Managed accurate parts inventory by coordinating with vendors to secure necessary components and proper invoicing • Supervised and assessed training for new hires to ensure effective onboarding processes Equipment Operator, Swelland Seasonal Services Farmington, MN Feb 2015 to Jan 2022 • Operated 1 ton pickup, skid-steer loader, 75 horse tractors, excavators, and aerial personnel lift • Performed snow removal using plow, bucket, and snow blower for residential and commercial accounts • Replaced culverts and repaired gravel driveways and parking lots both filling and grading • Utilized hand power tools, chain saws, and tampers on various projects • Performed landscape services including mowing and striping local soccer field Parts Salesperson, Hudson Ford Hudson, WI Jul 2021 to Jan 2022 • Maintained precise inventor counts to boost department efficiency • Identified trends in the Service Department to optimize stock levels and improve workflow processes • Created parts kits to minimize shop downtime and enhance operational productivity Resident Assistant, Grand Canyon University Phoenix, AZ Sept 2018 to Apr 2021 • Managed a 15 hour on-call system to address student needs and concerns • Conducted regular room inspections to ensure compliance with student housing policies and regulations • Established positive relationships with students by providing support and guidance when needed • Responded to emergency situations in a timely and professional manner • Collaborated with other campus departments to provide academic, social and wellness resources to students when needed Automotive Detailer, Hudson Ford Hudson, WI Apr 2016 to May 2021 • Performed detailed cleanings on the interior and exterior surfaces of vehicles • Restored damaged paint surfaces and applied protective sealants to ensure vehicles met showroom quality standards Page 1 EDUCATION AND CERTIFICATION Grand Canyon University Bachelor's of Science Business Management, Phoenix Sept 2017 to Apr 2021 Minors: Accounting, Finance and Economics AREAS OF EXPERTISE • Microsoft Outlook • TEAMS • Powerpoint • EXCEL • Microsoft Office • CDK • Strong 10-Key LICENSES & CERTIFICATIONS Professional Firefighter, MBFTE Jan 2026 to Jun 2029 CPR Aug 2025 to Aug 2027 Firefighter I, MFSCB Firefighter II, MFSCB HAZMAT Awareness and Operations, MFSCB Emergency Medical Responder Page 2 STAFF REPORT DATE June 2, 2026 CONSENT TO: Mayor and Councilmembers FROM: Jennifer Doyle, Administrative Services Director and Dustin Kalis, Fire Chief AGENDA ITEM: Approval of the Fire Captain Hiring- Hathaway CORE STRATEGIES: ☐Vibrant, inclusive, connected community ☐Responsive, transparent, adaptive governance ☐Managed Growth ☒Efficient, reliable, innovative services ☐Balanced Finances now and future ☐Resilient Infrastructure BACKGROUND: Council approved the addition of 3 Full-Time Fire Captains for 2026. ISSUE BEFORE COUNCIL: Should council approve Joe Hathaway to be hired as the Fire Captain? PROPOSAL DETAILS/ANALYSIS: Twelve (12) applicants did first round interviews with a panel consisting of: Assistant Fire Chief Svoboda, POC Fire Captain Schwarz, FT Firefighter Allickson, POC Firefighter Klitzke and Stillwater Captain Jansen. Five (5) of those applicants moved on to a second-round interview which was of a three-part process. A command simulation with Assistant Chief Svoboda and North St. Paul Fire Chief Mallinger, a panel interview with Fire Chief Kalis, Vadnais Heights Fire Chief Frison and Administrative Services Director Doyle, as well as a written “In-basket” exercise. The interview panels are recommending the hire of Joe Hathaway to fill one of the Captain positions. Joe is currently a Full-Time Firefighter with Lake Elmo and has been with us since May of 2021. He has seven (7) years’ experience as a firefighter and we recommend hiring Joe at grade level 7, step 3. As Joe is a current firefighter with Lake Elmo, the approval is contingent upon successful completion of a Leadership Assessment evaluation. FISCAL IMPACT: N/A, the position is in the 2026 budget. OPTIONS: Approve the hiring of Joe Hathaway as the new Fire Captain for the Fire Department. Deny the hire of Joe Hathaway as the new Fire Captain for the Fire Department. RECOMMENDATION: (if pulled from Consent) “Motion to approve hiring Joe Hathaway as a Fire Captain at a grade level 7, step 3.” ATTACHMENTS: Hathaway Resume Joseph J. Hathaway EDUCATION & SKILLS Lake Superior College - Associate Degree, Fire Science May. 2025 • Computer and Software Skills: Microsoft Suite Applications, ImageTrend report/inspection writing, Aladtec Fire Manager, Vector Solutions, Tablet Command, Active911, FirstDue, Vector Scheduling EXPERIENCE Lake Elmo Fire Department - Firefighter/EMT (Full-Time) May. 2021 - Present • Extinguish fires, execute rescues, mitigate chemical spills • Provide lifesaving medical assistance • Manage and lead community CPR program • Perform and document commercial building fire inspections • Serve as designated crew/shift leader • Inspect and maintain fire apparatus, equipment, and station • Develop and implement department EMS training • Maintain consistent, efficient, and positive communication • Independently complete apparatus and station checks • Recommend and provide feedback for process and policy improvements Regions Hospital - EMS Instructor (Part-Time) Aug. 2021 - Present • Teach EMT-B courses and EMT continuing education • Teach American Heart Association and HeartSaver CPR • Establish effective and collaborative relationships with healthcare team Inver Grove Heights Fire Department - Firefighter (Part-Time) Aug. 2019 - Present • Extinguish fires, execute rescues, mitigate chemical spills • Provide lifesaving medical assistance • Provide public education trainings Bulk Reef Supply - Wholesale Account Manager (Full-Time) Dec. 2018 - Mar. 2021 • Oversee sales and develop strategies to continue growth and profitability of company • Create and send marketing emails, track email revenue performance • Planning and scheduling of LTL freight order shipments The Tile Shop - Assistant Manager (Full-Time) Jul. 2018 - Mar. 2019 • Manage floor sales team CERTIFICATIONS • Blue Card Incident Command • NFPA 1002 Fire Apparatus Operator/Pumper • NFPA 1002 Fire Apparatus Operator/Aerial • NFPA 1002 Fire Apparatus Operator/Mobile Water Supply • NFPA 1072 HazMat Operations • NFPA 1001 Firefighter 2 • NFPA 1041 Fire & Emergency Services Instructor 1 • NFPA 1021 Fire Officer 1 • NFPA 1030 First Responder Inspector • Nationally Registered Emergency Medical Technician • American Heart Association BLS Instructor • OSHA 30 Construction Safety and Health • PADI Open Water Diver • ERDI Emergency Rescue Diver 1 ACTIVITIES Washington County Dive Team – Rescue Diver Oct. 2024 - Present • Execute underwater rescue/recovery • Respond to emergency callbacks while off duty Woodbury Fire Department – Fire Explorers Sep. 2012 - Jun. 2014 STAFF REPORT DATE June 2, 2026 CONSENT TO: Mayor and Councilmembers FROM: Jennifer Doyle, Administrative Services Director and Dustin Kalis, Fire Chief AGENDA ITEM: Approval of the Fire Captain Hiring – Priester CORE STRATEGIES: ☐Vibrant, inclusive, connected community ☐Responsive, transparent, adaptive governance ☐Managed Growth ☒Efficient, reliable, innovative services ☐Balanced Finances now and future ☐Resilient Infrastructure BACKGROUND: Council approved the addition of 3 Full-Time Fire Captains for 2026. ISSUE BEFORE COUNCIL: Should council approve Kevin Priester to be hired as the Fire Captain? PROPOSAL DETAILS/ANALYSIS: Twelve (12) applicants did first round interviews with a panel consisting of: Assistant Fire Chief Svoboda, POC Fire Captain Schwarz, FT Firefighter Allickson, POC Firefighter Klitzke and Stillwater Captain Jansen. Five (5) of those applicants moved on to a second-round interview which was of a three-part process. A command simulation with Assistant Chief Svoboda and North St. Paul Fire Chief Mallinger, a panel interview with Fire Chief Kalis, Vadnais Heights Fire Chief Frison and Administrative Services Director Doyle, as well as a written “In-basket” exercise. The interview panels are recommending the hire of Kevin Priester to fill one of the Captain positions. Kevin is currently a Captain at the Roseville Fire Department. He has twelve (12) years’ experience as a firefighter, five (5) as Officer staff (Lieutenant/ Captain) and they recommend hiring Kevin at grade level 7, step 6. As Kevin is not a current Lake Elmo employee, the conditional offer will be contingent upon passing a drug screen, psychological leadership evaluation and background check. FISCAL IMPACT: N/A, the position is in the 2026 budget. OPTIONS: Approve the hiring of Kevin Priester as the new Fire Captain for the Fire Department. Deny the hire of Kevin Prieseter as the new Fire Captain for the Fire Department. RECOMMENDATION: (if pulled from Consent) “Motion to approve hiring Kevin Priester as a Fire Captain at a grade level 7, step 6.” ATTACHMENTS: Priester Resume STAFF REPORT DATE June 2, 2026 CONSENT TO: Mayor and Councilmembers FROM: Jennifer Doyle, Administrative Services Director and Dustin Kalis, Fire Chief AGENDA ITEM: Approval of the Fire Captain Hiring – Wagner CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☐ Responsive, transparent, adaptive governance ☐Managed Growth ☒ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☐ Resilient Infrastructure BACKGROUND: Council approved the addition of 3 Full-Time Fire Captains for 2026. ISSUE BEFORE COUNCIL: Should council approve Nate Wagner to be hired as the Fire Captain? PROPOSAL DETAILS/ANALYSIS: Twelve (12) applicants did first round interviews with a panel consisting of: Assistant Fire Chief Svoboda, POC Fire Captain Schwarz, FT Firefighter Allickson, POC Firefighter Klitzke and Stillwater Captain Jansen. Five (5) of those applicants moved on to a second-round interview which was of a three-part process. A command simulation with Assistant Chief Svoboda and North St. Paul Fire Chief Mallinger, a panel interview with Fire Chief Kalis, Vadnais Heights Fire Chief Frison and Administrative Services Director Doyle, as well as a written “In-basket” exercise. The interview panels are recommending the hire of Nate Wagner to fill one of the Captain positions. Nate is currently a Paid On Call (POC) Firefighter with Lake Elmo and has been with us since 2016. He has ten (10) years’ experience as a firefighter and we recommend hiring Nate at grade level 7, step 3. As Nate is a current firefighter with Lake Elmo, the approval is contingent upon successful completion of a Leadership Assessment evaluation. FISCAL IMPACT: N/A, the position is in the 2026 budget. OPTIONS: Approve the hiring of Nate Wagner as the new Fire Captain for the Fire Department. Deny the hire of Nate Wagner as the new Fire Captain for the Fire Department. RECOMMENDATION: (if pulled from Consent) “Motion to approve hiring Nate Wagner as a Fire Captain at a grade level 7, step 3.” ATTACHMENTS: Wagner Resume NATE WAGNER PROFESSIONAL SUMMARY Experienced Firefighter, Acting Officer, and EMS Instructor with a proven record of leadership in emergency response, training development, and operational readiness. Skilled in incident command, personnel development, and multi-agency collaboration across diverse fire service environments. Recognized for professionalism, strong communication, and commitment to service excellence. CORE COMPETENCIES • Incident Command & Emergency Operations • Firefighter Leadership & Crew Supervision • Training Development & Instruction • Fire Prevention & Community Risk Reduction • Apparatus / Equipment Readiness • Public Education & Community Engagement PROFESSIONAL EXPERIENCE Firefighter / Paramedic — Brooklyn Park Fire Department June 2022–Present • Serve as Acting Officer, commanding crews of 2–3 personnel during emergency operations. • Establish incident command and direct tactical operations until relieved. • Lead department-wide training programs in ARFF, EMS, Hazmat, water and ice rescue, and firefighter development. • Complete detailed reports in First Due and Active Alert systems. • Maintain operational readiness of apparatus, equipment, and facilities. • Deliver public education, building preplans, and community engagement initiatives. EMS Instructor — Allina EMS October 2023–Present • Provide EMS education and lead skills evaluation for certification and continuing education. • Assess learner performance and develop remediation and development plans. • Maintain accurate training documentation and compliance with program standards. Firefighter (ARFF) — MAC MSP Airport Fire Department June 2021–June 2022 • Responded to aircraft, structural, and rescue emergencies. • Operated ARFF apparatus and specialized rescue tools safely and effectively. • Maintained FAA/NFPA operational proficiency and supported airfield safety. Firefighter (Paid-on-Call / Part-Time) — Lake Elmo & Bayport Fire Departments 2016–Present • Performed fire suppression, EMS response, inspections, and equipment checks. • Regularly served as acting captain for 3–4 person crews during emergency calls. • Served as incident commander on numerous responses. • Led department training sessions and contributed to skill development. • Delivered public education and community risk reduction programs. Firefighter — Albert Lea Fire Department March 2019–June 2021 • Performed fire suppression, Hazmat operations, rescue, and hydrant management. • Maintained equipment, apparatus, and facility readiness. • Conducted commercial and rental inspections. • Led paid-on-call staff training and responses as acting officer. • Provided public education and community fire prevention programs. Assistant Hockey Coach — Stillwater High School 2005–2025 • Led defensive unit, designed practice plans, and developed athletes. • Part of state championship coaching staff. • Longest-tenured coach with highest player and parent satisfaction ratings. City Council Member — City of Twin Lake 2020–2021 • Provided municipal leadership and oversight of city budgeting. • Supported emergency infrastructure decisions including major capital expenditures. • Responded to constituent concerns and coordinated with city departments. Owner / Lead Coach — Fusion Training 2015–2020 • Developed hockey training programs for athletes at all levels. • Managed staff, scheduling, budgeting, and operations. • Oversaw marketing, advertising, and program growth. EDUCATION & CERTIFICATIONS • AAS Paramedic, Ridgewater Community College • Firefighter I & II — Century College, Hazmat Operations, Trench Rescue, Bus Extrication • EMT Certification — Wisconsin Indian Head Technical College, NREMT & EMSRB EMT • B.S. Human Development & Family Studies (Minor: Psychology) — University of Wisconsin–Stout • Pro Board Certifications: FAO, Fire Instructor I, Fire Officer I, ARFF, Confined Space Technician STAFF REPORT DATE: June 2, 2026 CONSENT TO: Mayor and Councilmembers FROM: Jason Stopa, Community Development Director and Jennifer Doyle, Administrative Services Director AGENDA ITEM: Community Development Intern Posting CORE STRATEGIES: ☐Vibrant, inclusive, connected community ☒Responsive, transparent, adaptive governance ☐Managed Growth ☒Efficient, reliable, innovative services ☐Balanced Finances now and future ☐Resilient Infrastructure BACKGROUND: The Community Development Department has previously had an Intern to help with the uptick in work during the summer months. ISSUE BEFORE COUNCIL: Does council approve the posting and hiring of an Intern for Community Development for 2026? PROPOSAL DETAILS/ANALYSIS: Community Development is seeking an intern to Support community development initiatives through administrative assistance, research, and process improvement. FISCAL IMPACT: N/A. An Intern was budgeted for in the 2026 budget. OPTIONS: Approve the posting and hire of an Intern for Community Development. Deny the posting and hire of an Intern for Community Development. RECOMMENDATION: (if pulled from Consent) “Motion to authorize staff to advertise and hire an Intern for Community Development.” Community Development Posting CITY OF LAKE ELMO Community Development Intern/Temp Employee An Equal Opportunity Employer SALARY: $22.00-$25.00 DOQ OPENING DATE: June 3, 2026 JOB TYPE: Temporary CLOSING DATE: June 14, 2026 POSITION TITLE: Community Development Intern DEPARTMENT: Community Development ACCOUNTABLE TO: Community Development Director The City of Lake Elmo in Washington County is seeking a Community Development Intern. This individual should be service oriented, organized, and dependable to fill a temporary summer/fall position. Under the general supervision of the CD Director, the individual will learn about and assist with the community development activities. The primary research project for this role will be to explore use cases of AI/new software in local city government that may support efficiency. Other projects may include community engagement activities and analysis, city code and land use research, and other administrative tasks as assigned. The role will provide a student with valuable exposure to a variety of projects in the public sector. Applicants may be enrolled in or a recent graduate of an undergrad or master’s program in public administration, public policy, urban studies, economic development, urban planning, land use planning or a related field; must be proficient with Microsoft Word, Excel and PowerPoints; and planning, policy, and/or coursework or experience is helpful. Resumes are strongly encouraged and all applicants must complete an application on the City of Lake Elmo website at lakeelmo.gov/jobs. Applications must be received by 11:59 PM on June 14, 2026 to be considered. 2026 Intern Position 10-20 hours a week Support community development initiatives through administrative assistance, research, and process improvement. Intern Tasks 1. Research Project – How municipalities using AI and/or other software to improve municipal processes • Research, document and summarize AI/new software Use Cases o What is being used? Vendors, platforms o What problems are they intended to solve? o Timeline for implementation o Data privacy, security • Evaluate outcomes o Report on benefits (costs, efficiency, etc.) outcomes issues community response lessons learned 2. Cloud Permit (CP) Permitting Software a. Code Enforcement Module and Planning Module • Enter previous apps 2023-2025 into the module • Identify pinch points within process, create list • Coordinate with CP staff and LE staff to make updates/improvements to applications and workflows in software • Create SOPs for residents to improve experience using CP software 3. Community Engagement a. Support and analyze community engagement surveys and reporting b. Support Public Hearing and Open House for upcoming land use projects 4. Community Development Admin/Website a. Update and improve community development workflows b. Work with CDA on incorporating site selector on website 5. Sustainability (time permitting) a. Green Step/Gold Leaf support • Research & Analysis (energy, water, ghg) • Enter items for Green Steps/Gold Leaf 6. Other tasks and research as assigned by Community Development Director STAFF REPORT DATE: June 2nd 2026 CONSENT TO: Mayor and Councilmembers FROM: Adam Swanepoel – Assistant Public Works Director AGENDA ITEM: Public Works Lawn Mower Purchase CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☒ Responsive, transparent, adaptive governance☒ ☐ Managed Growth ☒ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☐ Resilient Infrastructure BACKGROUND: The Public Works Department contracts out a majority of the City’s mowing operations. This ensures the maintenance and appearance of 47 sites encompassing more than 60 acres of lawn and green space and allows public works staff to focus on other maintenance tasks throughout the city. These areas include parks, public facilities, and other highly visible community properties that require regular upkeep throughout the growing season. In addition to the contracted services, Public Works staff is also responsible for mowing and maintaining city-owned trails, right-of-ways, and additional municipal properties throughout the community that are not included under the mowing contract. This ongoing work is essential to, maintaining accessibility, enhancing community aesthetics, and ensuring that city properties remain clean, functional, and welcoming for trail users and visitors. ISSUE BEFORE COUNCIL: Should the Council approve the purchase of a lawn mower for public works. PROPOSAL DETAILS/ANALYSIS: The Public Works Department currently operates two lawn mowers that are used annually to maintain city- owned properties. These mowers are primarily utilized for mowing city trails, drainage areas, outlots, and other municipal parcels that are not included in the City’s contracted mowing services. Maintaining these areas in- house provides the City with flexibility to address newly acquired properties, development-related parcels, and other locations that require upkeep and not expected to be on the contractors mowing schedule. At this time, the Public Works Department is requesting the replacement of one of its existing mowers due to age, declining reliability, and increasing maintenance costs. The mower is an early-2000s model that was likely purchased around 2006 and has exceeded its expected service life. Over the past several years, the City has experienced a growing number of repairs and maintenance expenses associated with the unit, resulting in increased downtime and reduced operational efficiency. Replacing the lawn mower is necessary to ensure Public Works staff can continue to effectively maintain city properties in a timely and cost-efficient manner. A new mower would improve reliability, reduce repair and maintenance costs, minimize service interruptions during the mowing season, and provide safer and more efficient operation for staff. As the City continues to grow and acquire additional properties requiring maintenance, dependable equipment is essential to maintaining the appearance of public spaces throughout the community. Staff reviewed and evaluated three different lawn mower options as part of this replacement purchase. Each mower represented a different manufacturer, and all were available through the State Contract purchasing program. Staff selected the Toro mower as the preferred option to replace the City’s existing unit as it is comparable with the additional mower. The new mower would also come with a 5 year 1250hr warranty & 3 year warranty on the motor. FISCAL IMPACT: The public works department planned for and budgeted for the purchase of a new lawnmower for 2026. Within the budget $10,000 would come from Parks and $5000 from streets. The current proposed mower is expected to cost $14,193, which is consistent with our budgeted amount. RECOMMENDATION: (if pulled from Consent) “Motion to approve the purchase of the 2026 Toro Z Master Lawnmower at a cost not to exceed $14,193.” ATTACHMENTS: -Tri State Quote STAFF REPORT DATE: June 2, 2026 CONSENT TO: Mayor and Councilmembers FROM: Nate Stanley, City Engineer AGENDA ITEM: Approve Security Reduction for Lake Elmo Townhomes 8 (At Home Apartments) CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☐ Responsive, transparent, adaptive governance ☒ Managed Growth ☐ Efficient, reliable, innovative services ☒ Balanced Finances now and future ☒ Resilient Infrastructure BACKGROUND: Woodhelm, LLC entered into a development agreement with the City for Lake Elmo Townhomes 8 (aka At Home Apartments) on August 21, 2024. ISSUE BEFORE COUNCIL: Should the City Council approve a security reduction for Lake Elmo Townhomes 8? PROPOSAL DETAILS/ANALYSIS: Staff have received and processed a request to reduce the development security for Lake Elmo Townhomes 8. This request has been reviewed and is recommended for approval in accordance with the approved Development Agreement. The development security is recommended to be reduced as shown below: Current Security Amount Proposed Security Amount 1. Lake Elmo Townhomes $2,372,460 $1,481,670 FISCAL IMPACT: It is the City’s goal to retain at all times during the subdivision improvements a security amount that is adequate to ensure completion of all elements of the improvements as protection to the city taxpayers against the potential of developer default. OPTIONS: Approve the security reduction. Do not approve the security reduction. RECOMMENDATION: Staff are recommending that the City Council, as part of the Consent Agenda, approve the security reduction for Lake Elmo Townhomes 8 as detailed in the attached worksheet. The security reduction is contingent on the developer being current with all payments and obligations in accordance with the Development Agreement, including a positive escrow balance as required by the City. If removed from the consent agenda, the recommended motion for the action is as follows: Motion to approve the security reduction for Lake Elmo Townhomes 8 as detailed in the Security Reduction Worksheet, contingent on the developer being current with all payments and obligations in accordance with the Development Agreement, including a positive escrow balance as required by the City. ATTACHMENTS: 1.Security Reduction Worksheet – Lake Elmo Townhomes 8. LAKE ELMO TOWNHOMES 8Time of Performance: October 31, 2026SITE IMPROVEMENT AGREEMENT AMOUNTSCATEGORYCOST125%REMARKS#1#2#3#4#5#6GradingNANASanitary Sewer$275,094$343,86875%$257,901Watermain$241,704$302,13075%$226,598Storm Sewer (w/pond structures )$313,623$392,02950%$196,014Streets and Sidewalks$336,444$420,55550%$210,278Bituminous Trails$12,155$15,194Surface Water Facilities$39,598$49,498Street Lighting$18,000$22,500Street Signs and Traffic Control Signs$5,600$7,000Private Utilities (electricity, natural gas, telephone, and cable)NANALandscaping$533,198$666,498Tree Preservation and RestorationNANAWetland Mitigation and BuffersNANAMonuments$1,500$1,875Erosion Control and Restoration$60,915$76,144Wildflower Drive Turn Lane$52,137$65,171Record Drawings$8,000$10,000TOTALS$1,897,968$2,372,460RELEASED AMOUNTS:$890,790CUMULATIVE AMOUNTS:$890,790SECURITY AMOUNT REMAINING:$1,481,670DATE: 6/2/2026REDUCTIONS STAFF REPORT DATE: June 2, 2026 CONSENT TO: Mayor and Councilmembers FROM: Nicole Miller, City Administrator AGENDA ITEM: 2025 State Performance Measures Data CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☐ Responsive, transparent, adaptive governance ☒Managed Growth ☒ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☒ Resilient Infrastructure BACKGROUND: The Performance Measurement Program through the State Auditor’s Office, began in 2010 for cities and counties to report on at least 10 performance measures annually to aid residents, taxpayers, and state and local elected officials in determining the efficacy of counties and cities in providing services and measure residents' opinions of those. In order to participate the city is required to pass a resolution by July 1 each year reporting on at least 10 performance measures. ISSUE BEFORE COUNCIL: Should the Council approve the resolution submitting participation in the program and reporting on the performance measures for 2025? PROPOSAL DETAILS/ANALYSIS: This year staff have identified the following ten performance measures to report output measures on (same as 2024): Percentage change in the taxable property market value Nuisance code enforcement cases per 1,000 population Bond rating Insurance industry rating of fire services Average fire response time Fire calls per 1,000 population Number of fires with loss resulting in investigation Average city street pavement condition rating Expenditures for road rehabilitation per paved lane mile rehabilitated (jurisdiction only roads) Percentage of all jurisdiction lane miles rehabilitated in the year Average hours to complete road system during snow event Operating cost per 1,000,000 gallons of water pumped/produced Number of sewer blockages on city system per 100 connections These performance measures support the City Council's core strategies balancing finances consistent with current needs and future growth, deliver efficient, reliable and innovative public services, and build and sustain resilient infrastructure to support a thriving and sustainable community. FISCAL IMPACT: As an added benefit for participating in the program, the city will receive $0.14 per capita up to $25,000. Our population at the time of the 2020 census was 11,335 so that would equate to $1,586.90. OPTIONS: 1.Approve the resolution authorizing participation in the state performance measures program and submit data for 2025. 2.Amend and then approve the resolution authorizing participation in the state performance measure program and submit data for 2025. 3.Do not approve a resolution to participate in the state performance measures program. RECOMMENDATION: If removed from the Consent Agenda, staff recommends the following motion: Motion to Approve Resolution Authorizing Participation in the State Performance Measurement Program and Reporting Results for 2025.” ATTACHMENTS: 2025 City of Lake Elmo Performance Measures Resolution authorizing participation in the State Performance Measurement Program and reporting results for 2025 CITY OF LAKE ELMO COUNTY OF WASHINGTON STATE OF MINNESOTA RESOLUTION 2026-039 A RESOLUTION AUTHORIZING PARTICIPATION IN THE STATE PERFORMANCE MEASUREMENT PROGRAM AND REPORTING RESULTS FOR 2025 WHEREAS, Benefits to the City of Lake Elmo for participation in the Minnesota Council on Local Results and Innovation’s comprehensive performance measurement program are outlined in MS 6.91 and include eligibility for a reimbursement as set by State statute; and WHEREAS, Any city/county participating in the comprehensive performance measurement program is also exempt from levy limits for taxes, if levy limits are in effect; and WHEREAS, The City Council of Lake Elmo has adopted and implemented at least 10 of the performance measures, as developed by the Council on Local Results and Innovation, and a system to use this information to help plan, budget, manage and evaluate programs and processes for optimal future outcomes; and WHEREAS, The City Council of Lake Elmo will continue to report the results of the performance measures to its citizenry by the end of the year through publication, direct mailing, posting on the city’s/county’s website, or through a public hearing at which the budget and levy will be discussed and public input allowed. BE IT FURTHER RESOLVED; The City Council of Lake Elmo will submit to the Office of the State Auditor the actual results of the performance measures adopted by the city/county. Adopted by the Council this 2nd day of June, 2026. __________________________ Charles Cadenhead, Mayor Attest: _____________________________ Julie Johnson, City Clerk The City of Lake Elmo Standard Performance Measures For the Year Ended December 31, 2025 PERFORMANCE MEASURES 2025 COMMUNITY DEVELOPMENT Nuisance Code Enforcement Cases per 1,000 Population 7.23 Nuisance Code Cases/1,000 FINANCE Percentage Change in Taxable Market Value Payable 3.14% Bond Rating Aa1 Operating Cost per 1,000,000 Gallons of Water Pumped/Produced $10,700 / 1 M Gallons FIRE & EMS SERVICES Insurance Industry Rating of Fire Services (ISO Rating) ISO 4 Average Fire Response Time 7.59 Minutes Fire/EMS Calls per 1,000 (14,500 Population) 32.38 Fire/ 56.00 EMS Calls Number of Fires with Loss Resulting in an Investigation 21 Fires with Loss PUBLIC WORKS Average City Street Pavement Condition Rating 88.6 Expenditures for Road Rehabilitation per Paved Lane Mile Rehabilitated (Jurisdiction-Only Roads) $31,600.88 Percentage of all Jurisdiction Lane Miles Rehabilitated in the Year 38.7% Average Hours to Complete the Road System During a Snow Event 7 Hours Number of Sewer Blockages on the City System per 100 Connections 0 STAFF REPORT DATE: 6/02/26 REGULAR TO: Mayor and Councilmembers FROM: Peter Tholen Public Works Director AGENDA ITEM: Old Village Gardens Improvements Phase 2 CORE STRATEGIES: ☒ Vibrant, inclusive, connected community ☐ Responsive, transparent, adaptive governance ☐ Managed Growth ☐ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☐ Resilient Infrastructure BACKGROUND: HKGi has been assisting with improvements along Lake Elmo Avenue. During the 2025 public feedback and community engagement process for the Phase 1 Old Village Gardens project, residents expressed a desire for additional shade trees along the east side of Lake Elmo Avenue. Due to budget limitations, the trees were not included in the 2025 project scope. However, based on community interest and support, the tree planting improvements were identified for future implementation in 2026. ISSUE BEFORE COUNCIL: Whether the City supports adding the shade trees and moving forward with HKGi’s scope of work proposal. PROPOSAL DETAILS/ANALYSIS: HKGi has submitted a proposal to continue providing professional services for streetscape improvements along Lake Elmo Avenue under the Old Village Gardens Phase 2 project. This work builds on the Phase 1 improvements completed in 2025. During the 2025 community engagement process for Phase 1, residents identified a desire for additional shade trees along the east side of Lake Elmo Avenue. While these improvements were not included in the 2025 construction budget, they were documented as a future phase of work, with implementation planned for 2026. The proposed scope of services includes project start-up coordination, preparation of construction documents, assistance with contractor selection, and construction administration services. FISCAL IMPACT: The proposed professional services agreement with HKGi would be completed on an hourly basis for a not-to-exceed amount of $16,470, including reimbursable mileage expenses. Funding for these services would come from the 2026 Streets Contracted Services budget, which has $53,000 allocated. Construction and installation costs associated with the proposed improvements are not included in this proposal and would be addressed separately following contractor quotations and project bidding. OPTIONS: Approve the Proposal as Presented Approve HKGi’s professional services agreement for the Old Village Gardens Phase 2 project and authorize staff to proceed with design, contractor solicitation, and construction administration services. Approve with Modifications Approve the proposal with changes directed by the City Council, such as modifying the scope, reducing costs, adjusting the number of trees, or changing the project schedule. RECOMMENDATION: Staff recommends that the City Council approve the professional services agreement with HKGi for the Old Village Gardens Phase 2 project in an amount not to exceed $16,470 and authorize NKGI to proceed with the proposed scope of work. ATTACHMENTS: Scope of work Proposal 2025 & 2026 Proposed Improvements 800 Washington Avenue North, Suite 207 Minneapolis, Minnesota 55401 May 4, 2026 Pete Tholen Public Works Director City of Lake Elmo 3880 Laverne Ave. N Lake Elmo, MN 55042 RE: OLD VILLAGE GARDENS PHASE 2 PROPOSAL Dear Pete: HKGi is grateful for the opportunity to continue to assist with streetscape improvements along Lake Elmo Avenue. During the 2025 community engagement efforts for the Phase 1 Old Village Gardens improvements, it became clear that additional shade trees were desired along the east side of Lake Elmo Ave. While this work did not fit into last year’s budget, it was identified for implementation in 2026. The following scope of work is included in this letter proposal: Task 1 - Project Start-up Coordination ($1,425) • Site visit to confirm conditions and close out phase 1 plantings • Coordinate with City staff and review utility survey Task 2 - Draft Construction Documents ($6,040) • Plans and details related to installation of two new paver-covered tree planting beds to match existing streetscaping along Lake Elmo Avenue, and the replacement of three ornamental trees with shade trees • Specifications for pavers, structural soils, and trees to support construction Task 3 - Assistance with Quoting and Contractor Selection ($3,615) • Procuring quotes from three potential general contractors to perform the work • Preparation of a presentation and attendance at a City Council Meeting to recommend contractor selection Task 4 - Construction Administration ($5,040) • Coordination with selected contractor prior to construction • Submittal review • Construction observation site visits (up to 6 in fall of 2026) 5/4/2026 Old Village Gardens Phase 2 Improvements Lake Elmo 2 • Warranty punch list visit and project closeout in 2027 Expenses: Mileage up to $350, billed at the standard federal rate . Professional Fees Professional fees related to the above-mentioned scope of work will be billed hourly with a not-to - exceed fee of $16,470 including expenses. Please contact me if you have any questions or need additional clarifications. If you find this proposal acceptable, please sign below and return. Sincerely, Bryan Harjes, PLA, LEED AP President 612.310.2419 bryan@hkgi.com Sarah Evenson, PLA Associate 262.391.7653 sarah@hkgi.com Signature of Acceptance: City of Lake Elmo Representative CLIENT SIGNATURE PRINTED NAME DATE Old Village Gardens PLANTING PROJECT JUNE 2, 2025 Planning. Landscape Architecture. Urban Design. Project Overview Purpose Species Selection Motion PROJECT PURPOSE Planning. Landscape Architecture. Urban Design. Project Purpose 2025 GOALS OF THE WORK »Beautification recommended by Connect Lake Elmo (September 10th, 2024 council workshop) »Inform the general public, local residents and businesses of the proposed work and obtain their feedback about planting preferences »Update and refresh the planting beds to make more inviting »Select site-appropriate plants and improve beds for successful establishment Planning. Landscape Architecture. Urban Design. Project Purpose 2026 GOALS OF THE WORK »Build on momentum from phase 1 installation of bulbs, perennials, shrubs and trees along Lake Elmo Ave »Install two new trees in two new locations to enhance the consistency and rhythm along Lake Elmo Ave »Recommend to replace three additional trees on the east side of Lake Elmo Ave with small ornamental trees more suitable for the space available »Recommend pruning of existing trees on the west side of Lake Elmo Ave, north of 35th St N. SPECIES SELECTION Planning. Landscape Architecture. Urban Design. 2026 Tree Selection POLLINATOR-FRIENDLY SPECIES. SEASONAL INTEREST. Common Name: Patriot Elm Botanical Name: Ulmus ‘Patriot’ Ht; 35’ Width: 25’ Maintenance: low Growth Rate: fast Common Name: Triumph Elm Botanical Name: Ulmus ‘Morton Glossy Ht; 45’ Width: 30’ Maintenance: Moderate Growth Rate: very fast Planning. Landscape Architecture. Urban Design. Tree Plantings PHASING »Spoke with Washington County engineers about tree planting considerations »Three trees were installed in planting beds for 2025 where soil volumes are most favorable and utility conflicts are minimal »We have identified space for two additional trees along Lake Elmo Avenue N that could be added in 2026 »Will require hardscape work to create new planting beds » Three existing trees along Lake Elmo Avenue are smaller ornamental species that don’t accomplish the desired site lines »Should be relocated and replaced with larger shade tree species Aerial is not set to a scale PROPOSED IMPROVEMENTSPhases 1 & 2 (2025 and 2026) LAKE ELMO Old Village Gardens April 2025 THE OLD VILLAGE GARDENS Improvements to the Main Street Business District on Lake Elmo Avenue RReeiinnttrroodduuccee vviissuuaallllyy aappppeeaalliinngg ssttrreeeettssccaappee eennhhaanncceemmeennttss ttoo tthhee bbuussiinneessss ccoorrrriiddoorr PPrroovviiddee ssiittee aapppprroopprriiaattee ppllaannttiinnggss ffoorr lloonngg--tteerrmm eessttaabblliisshhmmeenntt RReevviittaalliizzee ppllaannttiinngg bbeeddss wwiitthh pprrooppeerr ssiittee pprreeppaarraattiioonn ttoo eennssuurree ssuucccceessssffuull ggrroowwtthh SSiimmpplliiffyy ppllaannttiinnggss ffoorr eeffffeeccttiivvee oonnggooiinngg ffuuttuurree mmaaiinntteennaannccee FFuurrtthheerr ddeevveelloopp tthhee ccoollllaabboorraattiioonn bbeettwweeeenn LLaakkee EEllmmoo CCoonnnneecctt aanndd tthhee CCiittyy UUttiilliizzee tthhiiss aass aa ppiilloott pprroojjeecctt ttoo iinnffoorrmm ffuuttuurree CCiittyy//ssttrreeeettssccaappee pprroojjeeccttss PROJECT GOALS: 1 2 3 4 5 6 PHASE 1 TREES (2025): A COMMITMENT TO MAINTENANCE IInn tthhee ffaallll ooff 22002244,, LLaakkee EEllmmoo CCoonnnneecctt pprreesseenntteedd tthhee CCiittyy ooff LLaakkee EEllmmoo wwiitthh aa pprrooppoossaall ttoo iimmpprroovvee ssoommee ooff tthhee ppllaannttiinnggss oonn LLaakkee EEllmmoo AAvveennuuee tthhaatt hhaadd bbeeeenn iinnssttaalllleedd aass ppaarrtt ooff aa 22001177 ssttrreeeett iimmpprroovveemmeenntt pprroojjeecctt aanndd wweerree nnoo lloonnggeerr tthhrriivviinngg.. 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KEY Existing Trees Planting Beds (2025) Phase 1 Trees (2025) Gladiator Crabapple Armstrong Red Maple Swamp White Oak Phase 2 Trees (2026) Decorative Paver Beds Gladiator Crabapple Armstrong Red Maple Swamp White Oak Existing power lines Trees along the west side of Lake Elmo Ave need to be small species trees to accommodate the power lines Existing trees along the west side of Lake Elmo Ave are proposed to be pruned as part of 2026's project Potential to replace existing small ornamental trees with shade trees in 2026LAKE ELMO AVE N35TH ST N 36TH ST N 36TH ST N 34TH ST N Recommendation: “MOTION TO APPROVE THE 2026 HKGI PROPOSAL FOR COORDINATION, CONSTRUCTION DRAWINGS, CONTRACTOR SELECTION, BIDDING AND CONSTRUCTION ADMINISTRATION FOR THE IMPLEMENTATION OF NEW AND REPLACEMENT TREES ALONG LAKE ELMO AVE. NOT TO EXCEED $16,470 IN 2026.” STAFF REPORT DATE: 06/02/2026 REGULAR TO: Mayor and Councilmembers FROM: Adam Swanepoel – Assistant Public Works Director AGENDA ITEM: Lions Park Master plan CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☒ Responsive, transparent, adaptive governance☒ ☐ Managed Growth ☐ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☐ Resilient Infrastructure BACKGROUND: Updates at Lions Park are needed to address deterioration of the pickleball courts and the parks concession stand. Staff begin seeking repairs for these items and the Parks Commission recommended following the current Parks Master Plan to address an individual master plan for Lions Park. Staff presented a draft scope of work and project expectations for the Lions Park Master Plan at the April and May 2026 meetings to the Parks Commission. Commissioners expressed a desire to make a project scope to place emphasis on the long-term vision and future role of Lions Park within the community. In particular, the Commission requested that the master planning process more directly align with the recommendations outlined in the 2024 Parks Master Plan, which identifies the area as a potential “destination community park” intended to serve both local residents, regional visitors and host larger gatherings. The Parks Commission voted in favor of moving forward with the scope of work on a vote of 6-1. ISSUE BEFORE COUNCIL: Would City Council like to seek a Lions Park Master Plan based off the current project scope? PROPOSAL DETAILS/ANALYSIS: The City is initiating the development of a Master Plan for Lions Park to guide the park’s long-term vision. This will ensure community engagement and needs while taking into consideration future down town development. While the park is undergoing improvements to include a new playground, its important to include how future improvements can link all amenities together even in a small area like Lions Park. City staff will collaborate with the selected consultant to assess current needs and evaluate existing facilities and infrastructure within Lions Park. As part of the planning process, the consultant will be expected to facilitate community engagement, including the development and distribution of a survey or other outreach methods to gather public input, perspectives, and priorities for the park’s future. The consultant will be asked to prepare two alternative plans that reflect community feedback and identified needs. These concepts will be presented at a community engagement event to solicit additional input and discussion. Feedback gathered during this event will be incorporated into a final preferred concept plan, which will then be presented to the Parks Commission and City Council for review and consideration. FISCAL IMPACT: Cost of the Master Plan for Lions Park is estimated at $15,000. Cost for the master plan would be taken from the funds planed for in the Parks 2026 Public Works Budget. OPTIONS: Approve and post the scope and seek a consultant for the master plan as presented. Amend the scope and seek a contractor for the master plan. Approve the scope and wait until completion of the 76 acre parcel proposal. RECOMMENDATION: Staff recommends the following motion: “Move approve the outlined scope and RFQ and seek a consultant for the Lions Park Master Plan.” ATTACHMENTS: Draft – Lions Park Master RFQ The mission of the City of Lake Elmo is to provide planned, quality public services consistent with the City’s character in a fiscally responsible manner in partnership with our community. 3880 Laverne Ave N | Lake Elmo | MN 55042 | (651) 747-3900 | lakeelmo.gov Request for Qualifications (RFQ) for Lions Park Master Plan I. Introduction The City of Lake Elmo is seeking professional services to prepare a long-range plan for developing Lions Park as Lake Elmo's destination community park. The plan's goal should be to maximize the park's functionality as a community gathering place for larger events and strengthen its connection to downtown. The Plan will help guide staff, appointed and elected officials in future improvements for the park. The consultant will work closely with City Staff, and stakeholders in preparing a plan that consists of two separate concepts that would be shared and presented to the community. II. Project Background The park was last reconstructed in 2016 and included improvements such as an upgraded ballfield, conversion of former tennis courts into a dual-purpose ice rink for winter use and pickleball courts for summer use, installation of two sand volleyball courts, and the addition of a concrete border surrounding the playground area. In addition, a gravel parking lot was constructed to add additional parking spaces and city water and sewer were connected. In the spring of 2026, the playground was updated with more modern playset for park users. III. Scope of Work The following is a list of anticipated deliverables that should be used as a guide in responding to this RFQ but is not intended to be all-inclusive. Respondents should use their own professional judgment in preparing a work plan outline, and the City remains open to recommended elements not identified here. - Park plan must include -Goals, objectives, clear vision and direction for the City of Lake Elmo - Evaluation of existing park use layout and its facilities and a summary of existing conditions - Proposed trail connection within the park to incorporate access to all amenities - Proposed repair/replacement schedule, considering potential changes in the existing infrastructure and cost analysis of any proposed changes. - Proposed shade structure and location The mission of the City of Lake Elmo is to provide planned, quality public services consistent with the City’s character in a fiscally responsible manner in partnership with our community. 3880 Laverne Ave N | Lake Elmo | MN 55042 | (651) 747-3900 | lakeelmo.gov - Charts, graphs, maps, and other data as needed to support the plan - An electronic color version of the Final Park System Plan document in a format that is easily updated by city staff. - Parks Plan shall consider: - Demographic Trends - Integrate information on how the City of Lake Elmo can respond recreationally to a population that is increasing rapidly - Include compatibility with current ADA requirements - Recommendations on removal of any obsolete facilities and inclusion on new types of recreational facilities or amenities to engage the community. - Prioritizing recommendations for improvement to current park facilities and identifying opportunities for undeveloped parks. - Concept plan showing any proposed park modifications and improvements Community Engagement: Based on the extent of community engagement offered by the service professional, the City of Lake Elmo would ask for a list of options the city can engage in. This list should provide a description of each engagement activity, the anticipated level of effort, estimated cost, and expected outcomes or deliverables associated with each option. The city may choose some, none or all the events provided by the firm based on their potential outcome. IV. Proposed Timeline Below is the project timeline for the RFQ and contract approval. · RFQ issued: Wed , June 3 rd, 2026 · Deadline for submittals: Wed , June 24, 202 6 · Interviews of prospective firms: June 25 -July 03, 2026 · Contract Approved: Wed July 8 th, 2026 STAFF REPORT DATE: June 2nd 2026 REGULAR TO: Mayor and Councilmembers FROM: Adam Swanepoel – Assistant Public Works Director AGENDA ITEM: Water Transfer Station Repairs CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☒ Responsive, transparent, adaptive governance☒ ☐ Managed Growth ☐ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☒ Resilient Infrastructure BACKGROUND: The Water Transfer Station, also referred to as the Booster Station, is an important piece of city infrastructure that transfers water daily from the Ideal Water Tower to the Inwood Tower. Without this booster station, little or no water would be available to residents living south of the station’s location. The booster station contains two large pumps, each capable of transferring an average of 2,500 gallons per minute (GPM). During the week of May 18, one of these pumps failed and became inoperable. After the pump was removed and inspected, it was determined that the internal components had been severely damaged causing the pump to be taken out of service. At the current time we are operating off one pump. ISSUE BEFORE COUNCIL: Should the City proceed with making the repairs on the booster pump? PROPOSAL DETAILS/ANALYSIS: The booster station serves as a major component of the City’s potable water distribution system and is in need of repair. Keys well drilling removed the parts and recommended moving to a stainless steel components. Total Mechanical is a supplier and installer of these types of components and provided us with the following options. Option 1- Order a new rotating assembly with stainless steel guts. The lead time would be 12 weeks. Total Time and Material Not To Exceed Cost $52,371. Option 2- Order and exact bronze fitted rotating assembly. Like for like replacement. The lead time would be 1 to 2 weeks. Total Time and Material Not To Exceed Cost $19,650. Due to the timing of the failure and the critical need to maintain a reliable water supply to this portion of the city, staff recommends proceeding with the bronze rotating assembly option, as it will allow the pump to be repaired and returned to service within a shorter timeframe. Restoring the pump as quickly as possible is essential to maintaining adequate water pressure and ensuring uninterrupted service to residents in the southern service area. Following the successful rebuild and reinstallation of the failed pump, it is highly recommended that the second pump at the booster station also be inspected and repaired if necessary. Because the station relies heavily on both pumps to meet daily water demands, evaluating the remaining pump will help reduce the risk of a future failure and improve the long-term reliability of the system. This work would be scheduled for a later date when overall water demand has decreased, allowing maintenance to be completed with minimal impact to water service. FISCAL IMPACT: Expected cost to repair the current pump is not to exceed $19,650 with an inspection of pump 2 to cost an estimated $1800. Current expenses for removal of the pump and motor with initial evaluation is $6,800. These repairs are unexpected and were not planned in the 2026 Public Works budget. Staff expect to use funds from the contracted services under the water enterprise fund. This fund currently has a balance of approximately $58,000 RECOMMENDATION: (if pulled from Consent) “Motion to approve making the necessary repairs to the booster station pump not to exceed $30,000.” STAFF REPORT DATE: 6/2/2026 REGULAR MOTION TO: City Council FROM: Miranda Moulis, Planning Assistant AGENDA ITEM: 9960 57th St – Front Yard Setbacks Variance REVIEWED BY: Sophia Jensen, Senior City Planner CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☒ Responsive, transparent, adaptive governance ☐ Managed Growth ☒ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☐ Resilient Infrastructure INTRODUCTION: Jeff McDonell with Olson Construction (Applicant and Contractor) has submitted a variance application on behalf of the property owner Rick Egersdorf for a 1,156 square foot detached accessory structure that would encroach the required front yard setback of the Residential Estate (RE) zoning district on the property located at 9960 57th St N (Subject Property). ISSUE BEFORE CITY COUNCIL: The City Council is being asked to make a determination on the variance request. VARIANCE REQUEST DETAILS/ANALYSIS: Address: 9960 57th St N PID: 03.029.21.14.0002 Lot Area: 2.5 acres Existing Zoning: Residential Estate (RE), Valley Branch Watershed District Surrounding Zoning: Residential Estate to the South and West; OP-PUD to the North Rural Residential to the East Deadline for Action: Application Complete – 4/9/2026 60 Day Deadline – 6/8/2026 City Council Date – 6/2/2026 REASON FOR REQUEST: The existing property has unique site conditions which restrict the buildable area on the lot. The property is subject to watershed regulations due to the nearby Klawitter Pond, requiring finished floor elevations above 976.8 feet. Additionally, City Code section 105.12.670 (c) requires that accessory structures be located no nearer to the front lot line than the principal building. The elevation requirement, the location of the existing septic system, and city code setback requirements restrict the buildable area where an accessory structure may be placed. It should be noted that in the case of a corner lot, City Code defines the front lot line as the boundary with the shortest dimension which abuts a public street. In the case of the Subject Property, the front lot line is determined to be Keats Avenue. Below are tables of the Residential Estate Setbacks and Impervious Limits (LEC 105.12.670 & LEC 105.12.630), the existing home setbacks and impervious area, and the proposed setbacks and impervious area: Residential Estate Zoning Proposed Structure Front Yard Setback (accessory structure) No closer to the front lot line (Keats Ave) than the primary structure: 143.7 ft 98.7 ft The existing property exceeds the 15% maximum impervious area for the Residential Estate zoning district. As part of this proposal, the applicants are planning to remove an existing gravel driveway to come into compliance with the 15% impervious surface limit. Residential Estate Zoning Existing Proposed Impervious Surface Area 15% 15.04% 13.4% CITY AGENCY REVIEW This request was distributed for agency review on April 13th, 2026. Below is a summary of the comments received. City Engineer Email Dated 4/14/2026: • The proposal does not impact any public streets or utflitfes. • The current plan shows no encroachments to the public R/W and 10 ft D+U. VBWD Email Dated 4/27/2026 • The minimum floor elevatfon for a new building would be 976.8 feet. • No VBWD permit is required. Fire Department Email Dated 4/27/2026 • No comments Public Works Department • No comments REVIEW AND ANALYSIS/DRAFT FINDINGS: An applicant must establish and demonstrate compliance with the variance criteria set forth in Lake Elmo City Code Section 105.12.320 set forth by the MN Stat. 462.357 subd.6 before the City may grant an exception or modification to city code requirements. These criteria are listed below, along with comments from Staff about the applicability of these criteria to the applicant’s request. 1) Practical Difficulties. A variance to the provision of this chapter may be granted by the Board of Adjustment upon the applicatfon by the owner of the affected property where the strict enforcement of this chapter would cause practfcal difficultfes because of circumstances unique to the individual property under consideratfon and then only when it is demonstrated that such actfons will be in keeping with the spirit and intent of this chapter. Definitfon of practfcal difficultfes - “Practfcal difficultfes” as used in connectfon with the grantfng of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by an official control. FINDINGS: Strict enforcement of the code would not allow for a reasonably sized detached structure in an accessible location on the property. Building in a location which complies with the City’s setback requirements and VBWD pond regulations would require substantial grading activity which would disturb the wetland areas, cause significant tree removal, and disturb/compact area around the septic area, while also restricting access to the septic manhole. 2) Unique Circumstances. The plight of the landowner is due to circumstances unique to the property not created by the landowner. FINDINGS: The unique site conditions of nearby Klawitter Pond and its associated elevation restrictions, as well as the location of the septic manhole are existing and not created by the landowner and restrict the buildable area on the property. 3) Character of Locality. The proposed variance will not alter the essential character of the locality in which the property in question is located. FINDINGS: The proposed request should not alter the character of the neighborhood. The scale and use of the proposed detached structure is consistent with the surrounding properties. With this request, the site’s impervious surface will be reduced and brought into conformance (15%). 4) Adjacent Properties and Traffic. The proposed variance will not impair an adequate supply of light and air to propertfes adjacent to the property in questfon or substantfally increase the congestfon of the public streets or substantfally diminish or impair property values within the neighborhood. FINDINGS: The proposed request should have no negative effect on light and air to adjacent properties. The accessory structure would not encroach easements and would remain a fair distance from neighboring dwelling units while also being screened by existing vegetation. Property values should not be diminished from the request. The request should not increase congestion in the public street. PUBLIC COMMENT: A hearing notice was sent to surrounding properties within 500’ of the property on April 27th, 2026. A hearing notice was published in the local newspaper on May 1st, 2026. Below is a summary of the public comment received: 1. Joan Ziertman (5761 Keats Ave N) provided comments in support of the variance and commented that the locatfon will not be impactiul on neighbors, and the trees will provide screening. PLANNING COMMISSION The Planning Commission recommended approval of the variance request at their May 11th 2026 Planning Commission meeting with the conditions listed in the staff report (Vote 5-0). FISCAL IMPACT: None. RECOMMENDED CONDITIONS OF APPROVAL: 1.The applicant must remove the gravel driveway and reestablish pervious cover prior to issuance of a building permit of the proposed accessory structure. The impervious surface area must not exceed 15% of the lot area upon completfon of constructfon. 2.Building materials must be aesthetically similar to the existing home. 3.This variance approval is only for a reduced structure setback from the front property line (Keats Avenue) to 98.7 feet. 4.If approved, this variance shall expire if the work does not commence within 12 months of the date of grantfng the variance. OPTIONS: The City Council may: •Approve the variance. •Approve the variance with conditfons. •Deny the variance, citfng findings of fact for denial. RECOMMENDATION: Staff recommends that the City Council approve the variance request. “Move to approve Resolution 2026-040, approving the variance request to reduce accessory structure front yard setback requirement to 98.7 feet in the Residential Estate Zoning district for the property located at 9960 57 th St N with the conditions of approval and findings of fact listed in the staff report” ATTACHMENTS: 1)Location Map 2)Land Use Application 3)Written Statements 4)Certified Survey 5)City Engineer Memo Dated April 14th, 2026 6)VBWD Memo Dated April 27th, 2026 7)Public Comment 8)Resolution 2026-040 Olson Construction & Remodeling LLC 6068 -9th Street North Oakdale, Minnesota 55128 www.OlsonConstructionMN.com info@OlsonConstructionMN.com 651-279-2500 1 | Page April 8th, 2026 City of Lake Elmo Planning and Zoning 3800 Laverne Avenue North Lake Elmo, Minnesota 55042 Re: Variance Request for 9960 57th Street North, Lake Elmo, Minnesota The property owner, Richard Egersdorf, is requesting a variance to allow placement of a detached accessory structure within the front setback as defined by Planning and Zoning. This narrative is submitted in response to the variance criteria outlined in Lake Elmo City Code Section 105.12.320 and reflects updated information obtained through a recent certificate of survey and grading analysis. Property Overview The subject property is a 2.5 acre corner parcel located in the RE zoning district with dual frontage along 57th Street North and Keats Avenue North. The existing residence is centrally located and creates a split-access configuration with circulation from 57th Street and a historical connection to Keats Avenue. The property is subject to watershed regulations, specifically the Klawitter Pond Subwatershed which has additional restrictions because it is a landlocked basin, requiring finished floor elevations above contour 976.8. These elevation constraints, combined with setback requirements, septic system location, and the 15% impervious surface limitation, significantly restrict the functional buildable area. Practical Difficulties The proposed accessory garage represents a reasonable and customary residential use within the RE zoning district. Further evaluation of the site, including a current certificate of survey and grading review, has identified an additional constraint not fully captured in the original narrative. Placement of an accessory structure in a strictly compliant location would require significant structural modification of the site in proximity to the existing septic tank and drainfield, including grading and fill conditions that introduce long-term performance concerns and potential system impacts. As illustrated in the updated grading analysis, this condition introduces fill within the vicinity of the septic manhole and dispersal area, while also pinching and restricting access to the septic manhole. This is not conducive to long-term system performance and may ultimately necessitate relocation or substantial modification of the existing septic system. 2 | Page In addition, grading required to support a structure in the compliant location would extend further into areas influenced by the High-Water Line (HWL) and associated drainage and wetland conditions, as identified in the survey and grading analysis. While the project is not proposing regulated wetland impacts, the extent of grading necessary in the compliant location increases the potential for disturbance within these sensitive areas. The proposed variance location reduces the need for grading in the proximity of these features and results in a more controlled and limited site impact. These conditions create a practical difficulty by further restricting the functional building envelope beyond what is typical for similarly zoned properties. These constraints are inherent to the property and not self-created. While a technically compliant location may be achievable, doing so would require substantially greater site work, septic system considerations, and grading complexity that are not proportional to the scale of the proposed accessory use. These overlapping constraints, including septic system location, elevation requirements, impervious limitations, and proximity to regulated drainage and wetland-influenced areas, combine to significantly limit the functional building envelope. The requested variance allows reasonable use of the property while avoiding these conflicts and minimizing overall site impact. The proposed variance location represents the lowest impact and most practical solution when considering the combined site constraints. Unique Circumstances The circumstances necessitating this variance are unique to the property and include: •Dual street frontage creates two functional front yard conditions. •Central placement and orientation of the residence. •Watershed elevation requirements restricting buildable areas. •Existing septic system location limiting structural placement. •Impervious surface limitations require careful site planning. These combined conditions significantly narrow the usable accessory structure envelope in a manner not typical of most RE parcels. Character of the Locality The proposed garage location is positioned to align with existing driveway infrastructure and previously disturbed areas of the site. The structure will be visually moderated by existing topography and vegetation and will maintain substantial separation from adjacent properties and public right-of-way. The proposed placement avoids introducing additional disturbance into more sensitive or constrained portions of the property. The scale and use of the accessory structure are consistent with the residential character of the area and will not alter the essential character of the locality. 3 | Page Adjacent Properties and Impervious Surface The total lot area is 108,911 square feet. The existing impervious surface coverage is 16,375 square feet, or approximately 15.04%, slightly exceeding the allowable maximum. As part of this project, redundant gravel driveway areas are being removed, resulting in a significant net reduction in impervious surface. •The code-compliant garage location: 14,632 square feet. •The proposed garage location: 14,610 square feet. Both scenarios reduce total impervious surface to approximately 13.4%, representing an overall reduction of 1.64% from existing conditions. Both scenarios reduce total impervious surface to approximately 13.4%, representing an overall reduction of 1.64% from existing conditions and bringing the property into compliance with the 15% impervious surface limitation. The proposed garage location results in a slightly lower total impervious surface than the compliant alternative. The proposed variance will not impair light or air to adjacent properties, will not increase traffic, and will not negatively impact surrounding property values. Minimum Necessary The requested variance represents the minimum necessary adjustment to allow reasonable use of the property while avoiding conflicts with the existing septic system, minimizing grading within regulated areas, and improving impervious surface compliance. Conclusion The requested variance meets the criteria of Lake Elmo City Code Section 105.12.320. 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TKXUPHV 5HJLVWUDWLRQ NXPEHU 57'DWH BBBBBBBBBBBBBBBBBBE*E5S'25)5ES,'EN&E&A// %E)25E <28 ',*T:,N &,T< A5EA T2// )5EE 555*RSKHU SWDWH 2QH &DOON25TH5 5 :,TH,N /2T S,TE 3/AN35232SE' 5E02VA/SE;,ST,N* *5AVE/ )25 35232SE' SHE' N25TH *5AVE/ A&&ESS E;,ST,N* ,0352VE0ENTS T2 5E0A,N 535232SE' ,0352VE0ENTSA&&ESS25< %8,/',N* 5A&&ESS25< %8,/',N* '5,VE:A< 7T2TA/ 55T2TA/ ,0352VE0ENTS E;,ST,N* T2 5E0A,N 35232SE' S4.)T. . 2) /2T A5EA S,TE 3/AN S,TE 3/AN From:Jack Griffin To:Sophia Jensen Cc:Nathan Stanley; Chad Isakson Subject:9960 57th St Variance Date:Tuesday, April 14, 2026 10:16:26 AM Attachments:image001.png image002.png image003.png Sophia, I reviewed the above referenced variance application materials for the property located at 9960 57th St (PID 03.029.21.14.0002). Engineering has no comments or concerns to weigh in on. The proposal does not impact any public streets or utilities. As long as the plan does not change, our only concern would be any encroachments to the public R/W and 10’ D+U. The current plan shows no encroachments. The site plan indicates that the accessory structure will be 34’ x 34’ (1,156 SF). This is well below the VBWD 6,000 SF threshold that would require a stormwater management permit. They appear to be proposing a small rain garden which is helpful but not required. Let me know if you have any questions or require any further review. Thanks ~Jack Jack Griffin, PE (MN, WI) Municipal Senior Project Manager | Principal Bolton & Menk, Inc. Mobile: 612-544-1352 From:Josh Phillips To:Sophia Jensen; John P. Hanson Cc:Miranda Moulis; Jason Stopa; Nathan Fuerst Subject:RE: Land Use Review Request - City of Lake Elmo April 1st Batch Date:Monday, April 27, 2026 11:42:19 AM Attachments:image001.png You don't often get email from jphillips@barr.com. Learn why this is important Sophia, For work at 9960 57th St, we previously communicated to Jeff McDonell that the minimum floor elevation for a new building would be 976.8 feet, and a VBWD permit would be required if: There’s work below the floodplain elevation of 974.8, or There’s work within 50-feet of the estimated wetland boundary, which is likely somewhere around the 970 contour, or The project creates more than 6,000 square feet of impervious surfaces, or The project disturbs more than one acre The above information and guidance appear to be incorporated into the provided site/grading plan and no VBWD permit is required. Thanks, Josh Phillips, PE He/him/his Senior Civil Engineer JPhillips@barr.com | 952.832.2723 Minneapolis, MN | barr.com From: Sophia Jensen <SJensen@lakeelmo.gov> Sent: Friday, April 24, 2026 12:14 PM To: John P. Hanson <jhanson@barr.com>; Josh Phillips <jphillips@barr.com>; Jack Griffin <jack.griffin@bolton-menk.com>; Nathan Stanley <nathan.stanley@bolton-menk.com>; Dustin Kalis <DKalis@lakeelmo.gov>; Anthony Svoboda <ASvoboda@lakeelmo.gov>; Pete J. Tholen <PTholen@lakeelmo.gov>; Adam Swanepoel <ASwanepoel@lakeelmo.gov>; John Loomis <john.loomis@swwdmn.gov>; Sarah Evenson <sarah@hkgi.com>; Patrick O’Keeffe <patrick@hkgi.com> Cc: Miranda Moulis <MMoulis@lakeelmo.gov>; Jason Stopa <JStopa@lakeelmo.gov>; Nathan Fuerst <nathan.fuerst@bolton-menk.com> Subject: RE: Land Use Review Request - City of Lake Elmo April 1st Batch CAUTION: This email originated from outside of your organization. Good Afternoon, Just sending a reminder that agency review for the items listed below is due Monday at noon. From:Joan Ziertman To:Sophia Jensen Subject:9960 57th St Variance Date:Monday, May 11, 2026 7:01:27 AM Hello, We are in support of the variance at 9960 57th St N. The proposed location is the most logical place for this garage. This location will not be impactful to any of the neighbors. There are trees planted that will act as screening for the proposed garage. Joan & Steve Ziertman 5761 Keats Ave N CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2026-040 A RESOLUTION APPROVING THE REQUEST WITH CONDITIONS FOR A VARIANCE TO ALLOW REDUCED FRONT YARD SETBACKS ON THE PROPERTY LOCATED AT 9960 57TH ST N WHEREAS, the City of Lake Elmo is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, Richard Egersdorf (the “Applicant”), owner of the property located at 9960 57th St N PID#03.029.21.14.0002, Lake Elmo, MN 55042 (the “Property”) has submitted an application to the City of Lake Elmo (the “City”) for a variance request to allow a reduced front yard setback; and WHEREAS, notice has been published, mailed, and posted pursuant to the Lake Elmo Zoning Code, Section 103.00.120; and WHEREAS, the Lake Elmo Planning Commission held a public hearing on said matter on May 11th 2026; and WHEREAS, the Lake Elmo Planning Commission has submitted its report and recommendation of approval to the City Council as part of a Staff Memorandum dated June 2nd 2026; and WHEREAS, the City Council considered said matter at its June 2nd 2026 meeting and directed City staff to draft a resolution approving the variance for its consideration; and NOW, THEREFORE, based on the testimony elicited and information received, the City Council makes the following: FINDINGS 1)That the procedures for obtaining a variance are found in Section 105.12.320 of the Lake Elmo Zoning Code. 2)That all submission requirements of Section 105.12.320 of the Lake Elmo Zoning Code have been met by the Applicant. 3)That the proposed variance includes the following components: a.The applicants propose to construct a detached accessory structure. Due to the finished floor elevation requirements and the location of the septic system, an accessory structure cannot be built within city setbacks. 4)Practical Difficulties as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by an official control: Strict enforcement of the code would not allow for a reasonably sized detached structure in an accessible location on the property. Building in a location which complies with the City’s setback requirements and VBWD pond regulations would require substantial grading activity which would disturb the wetland areas, cause significant tree removal, and disturb/compact area around the septic area, while also restricting access to the septic manhole. 5)Unique Circumstances the plight of the landowner is due to circumstances not created by the landowner: The unique site conditions of nearby Klawitter Pond and its associated elevation restrictions, as well as the location of the septic manhole are existing and not created by the landowner and restrict the buildable area on the property. 6)Character of Locality the proposed variance will not alter the essential character of the locality in which the property in question is located: The proposed request should not alter the character of the neighborhood. The scale and use of the proposed detached structure is consistent with the surrounding properties. With this request, the site’s impervious surface will be reduced and brought into conformance (15%). 7)Adjacent Properties and Traffic the proposed variance will not impair an adequate supply of light and air to properties adjacent to the property in question or substantially increase the congestion of the public streets or substantially diminish or impair property values within the neighborhood: The proposed request should have no negative effect on light and air to adjacent properties. The accessory structure would not encroach easements and would remain a fair distance from neighboring dwelling units while also being screened by existing vegetation. Property values should not be diminished from the request. The request should not increase congestion in the public street. DECISION NOW, THEREFORE, BE IT FURTHER RESOLVED, and based upon the information received and the above Findings, that the City Council of the City of Lake Elmo hereby approves the request with conditions for a variance request to allow reduced front yard setbacks on the property located at 9960 57th St N. The conditions for approval are outlined below: 1.The applicant must remove the gravel driveway and reestablish pervious cover prior to issuance of a building permit of the proposed accessory structure. The impervious surface area must not exceed 15% of the lot area upon completion of construction. 2.Building materials must be aesthetically similar to the existing home. 3.This variance approval is only for a reduced structure setback from the front property line (Keats Avenue) to 98.7 feet. 4.If approved, this variance shall expire if the work does not commence within 12 months of the date of granting the variance. ADOPTED BY THE LAKE ELMO CITY COUNCIL ON THE 2ND DAY OF JUNE 2026. CITY OF LAKE ELMO By: __________________________ Charles Cadenhead, (Seal) Mayor ATTEST: ________________________________ ____________________________, ____________________________ Variance Request – 9960 57th St N Variance Request –9960 57th St N City Council | June 2nd, 2026 INTRODUCTION/BACKGROUND •Applicant: Jeff McDonell (Contractor) •Owner: Richard Egersdorf •Location: 9960 57th St N (PID #03.029.21.14.0002) •Zoning: Residential Estate (RE) •Comp Plan: Rural Single Family (RSF) •Request: LEC 105.12.670 (c): Front Yard Setback Encroachment REASON FOR REQUEST The applicant is proposing to build a 1,156 square foot accessory building within the front yard setback. As part of the request, the applicant is proposing to remove an existing gravel driveway to come into compliance with impervious surface limits. SITE PLAN Setback Table Setback Table Residential Estate Zoning Proposed Structure Front Yard Setback (accessory structure) No closer to the front lot line (Keats Ave) than the primary structure: 143.7 ft 98.7 ft Residential Estate Zoning Existing Proposed Impervious Surface Area 15%15.04%13.4% Impervious Surface Table CITY SETBACKS City setbacks per LEC 105.12.630 105.12.670:“no detached garages or other accessory buildings shall be located nearer the front lot line than the principal building on that lot.” For corner lots, City Code defines the front lot line as the boundary with the shortest dimension which abuts a public street (Keats Ave). City setbacks per LEC 105.12.630 &105.12.670: “no detached garages or other accessory buildings shall be located nearer the front lot line than the principal building on that lot.” For corner lots, City Code defines the front lot line as the boundary with the shortest dimension which abuts a public street (Keats Ave). WATERSHED REQUIREMENTS The property is within the Klawitter Pond subwatershed, which has a natural overflow elevation of 974.8 ft. The minimum floor elevation for new buildings shall be the higher of 2 feet above the natural overflow elevation or 2 feet above the 100-year flood level for Klawitter Pond. The property is within the Klawitter Pond subwatershed, which has a natural overflow elevation of 974.8 ft. The minimum floor elevation for new buildings shall be the higher of 2 feet above the natural overflow elevation or 2 feet above the 100-year flood level for Klawitter Pond. WATERSHED REQUIREMENTS & SEPTIC The minimum floor elevation for a new building is 976.8 feet, shown in orange.Construction of an accessory structure in compliance with city setbacks and minimum floor elevation would require substantial grading activity which would disturb the wetland areas, cause tree removals, and disturb/compact area around the septic, while also restricting access to the septic manhole. The minimum floor elevation for a new building is 976.8 feet, shown in orange. Construction of an accessory structure in compliance with city setbacks and minimum floor elevation would require substantial grading activity which would disturb the wetland areas, cause tree removals, and disturb/compact area around the septic, while also restricting access to the septic manhole. ANALYSIS OF VARIANCE CRITERIA Practical Difficulties. The applicant has proven that strict enforcement of the code would cause practical difficulties: Strict enforcement of the code would not allow for a reasonably sized detached structure in an accessible location on the property. Building in a location which complies with the City’s setback requirements and VBWD pond regulations would require substantial grading activity which would disturb the wetland areas, cause significant tree removal, and disturb/compact area around the septic area, while also restricting access to the septic manhole. This criteria is met. Practical Difficulties. The applicant has proven that strict enforcement of the code would cause practical difficulties: Strict enforcement of the code would not allow for a reasonably sized detached structure in an accessible location on the property. Building in a location which complies with the City’s setback requirements and VBWD pond regulations would require substantial grading activity which would disturb the wetland areas, cause significant tree removal, and disturb/compact area around the septic area, while also restricting access to the septic manhole. This criteria is met. Unique Circumstances. The applicant has established that the plight of the landowner is due to unique circumstances not created by the landowner: The unique site conditions of nearby Klawitter Pond and its associated elevation restrictions, as well as the location of the septic manhole are existing and not created by the landowner and restrict the buildable area on the property. This criteria is met. ANALYSIS OF VARIANCE CRITERIA Character of Locality. The proposed variance would not alter the essential character of the area: The scale and use of the proposed detached structure is consistent with the surrounding properties. With this request, the site’s impervious surface will be reduced and brought into conformance (15%). This criteria is met.Adjacent Properties and Traffic. The proposed variance does not impair adjacent properties. The proposed request should have no negative effect on light and air to adjacent properties. The accessory structure would not encroach easements and would remain a fair distance from neighboring dwelling units while also being screened by existing vegetation. Property values should not be diminished from the request. The request should not increase congestion in the public street. This criteria is met. Character of Locality. The proposed variance would not alter the essential character of the area: The scale and use of the proposed detached structure is consistent with the surrounding properties. With this request, the site’s impervious surface will be reduced and brought into conformance (15%). This criteria is met. Adjacent Properties and Traffic. The proposed variance does not impair adjacent properties. The proposed request should have no negative effect on light and air to adjacent properties. The accessory structure would not encroach easements and would remain a fair distance from neighboring dwelling units while also being screened by existing vegetation. Property values should not be diminished from the request. The request should not increase congestion in the public street. This criteria is met. CITY STAFF & AGENCY REVIEW Review request was distributed on April 13th, 2026 Responses from: o City Engineer: ●The proposal does not impact any public streets or utilities. ●The current plan shows no encroachments to the public R/W and 10 ft D+U. o Valley Branch Watershed District: ●The minimum floor elevation for a new building would be 976.8 ft. ●No VBWD permit is required. o Fire Department: ●No comments o Public Works Department: ●No comments PUBLIC HEARING •A public hearing notice was published in the local newspaper on May 1st, 2026 •Notice was sent to surrounding property owners within 500 ft on April 27th, 2026 Below is a summary of the public comment received: 1. Joan Ziertman (5761 Keats Ave N) provided comments in support of the variance and commented that the location will not be impactful on neighbors, and the trees will provide screening. RECOMMENDED CONDITIONS 1.The applicant must remove the gravel driveway and reestablish pervious cover prior to issuance of a building permit of the proposed accessory structure. The impervious surface area must not exceed 15% of the lot area upon completion of construction. 2.Building materials must be aesthetically similar to the existing home. 3.This variance approval is only for a reduced structure setback from the front property line (Keats Avenue) to 98.7 feet. 4.If approved, this variance shall expire if the work does not commence within 12 months of the date of granting the variance. RECOMMENDATION RECOMMENDATION The Planning Commission voted to recommend approval of the request at their May 11th 2026 meeting (5-0) Suggested motion: “Move to approve Resolution 2026-040, approving the variance request to reduce accessory structure front yard setback requirement to 98.7 feet in the Residential Estate Zoning district for the property located at 9960 57th St N with the conditions of approval and findings of fact listed in the staff report” STAFF REPORT DATE: 6/2/2026 REGULAR MOTION TO: City Council FROM: Miranda Moulis, Planning Assistant AGENDA ITEM: Lake Elmo Medical Center Conditional Use Permit & Variance – 8650 Hudson Blvd N REVIEWED BY: Sophia Jensen, Senior City Planner CORE STRATEGIES: ☐Vibrant, inclusive, connected community ☒Responsive, transparent, adaptive governance ☐Managed Growth ☒Efficient, reliable, innovative services ☐Balanced Finances now and future ☐Resilient Infrastructure INTRODUCTION: Clay Quiring, with AMCON Construction, submitted a conditional use permit and variance application on behalf of the property owner, Matt Brandt with Lake Elmo Medical LLC, for a medical facility at 8650 Hudson Blvd N (PID 33.029.21.44.0007). The proposed addition will add on to the existing 65,000 square foot building for a total of about 114,100 square feet of medical facility and office space. They will also expand the parking lot. The facility will provide a variety of medical services such as specialized treatment, urgent care, medical imaging, ambulatory surgical procedures, and primary care. The facility will likely employ 100-125 FTE. The medical facility use is permitted by conditional use permit in the Business Park zoning district. Offices are a permitted use in the Business Park zoning district. The applicant is also requesting a variance to reduce the side yard setback on the West property line to 27 feet. REQUEST DETAILS/ANALYSIS: Applicant: Clay Quiring (AMCON Construction) Property Owner: Matt Brandt (Lake Elmo Medical Center, LLC) Location: 8650 Hudson Blvd N Request: Conditional Use Permit for a medical facility Variance to reduce the side yard setback requirement Site Area: 10.46 acres Existing Land Use: High Pointe Health Campus / Surgery Center - Medical Facility Existing Zoning: Business Park (BP) Surrounding: North – Business Park Planned Unit Development (BP-PUD) South – Business Park (BP) & I-94 East – Low Density Residential Planned Unit Development (LDR-PUD) West – High Density Residential Planned Unit Development (HDR- PUD) Comprehensive Plan: Business Park (BP) Deadline for Action: Application Complete – 4/9/2026 120- Day Deadline – 8/7/2026 City Council Date – 6/2/2026 Regulations: Article XV Commercial Districts LEC 105.12.110 Medical Facility LEC 105.12.510 Medical Facility LEC 105.12.410 Off Street Parking LEC 105.12.430 Sign Regulations Article VIII Environmental Performance Standards 105.04 – XIV Stormwater and Erosion and Sediment Control ISSUE BEFORE CITY COUNCIL: The City Council is being asked to review and make a determination on the requests to approve a conditional use permit for a medical facility and variance request to reduce the side yard setback requirement on the West side of the property. PROPOSAL ANALYSIS: The proposed addition will add on to the existing 65,000 square foot building for a total of about 114,100 square feet of medical facility and office space. The medical center will consist of the following practices: iSpine, Dermatology, Urgent Care and Imaging, Minnesota Urology, High Pointe Surgery Center (currently operating on site), Hudson Physicians, Neurology, and Minnesota Urology. Proposed hours of operation are 7:30AM to 9:00PM. Parking. An additional 195 stalls and 69,498 square feet of parking area is proposed, with a total stall count of 435 parking spaces. The minimum parking count required by City Code is 396 stalls. The proposed plan exceeds the required parking count. Access. City code requires medical facilities to have a minimum of two access points. No changes are proposed to the existing two access points. Signs. The applicant is proposing eight total wall signs to advertise the medical practices within the shared building. When multiple occupants compete for space, it can create challenges to the fair distribution of square footage and placement. In this case, a Comprehensive Sign Plan can create visual harmony and allow signs of appropriate scale and character on the lot. There are two existing ground monument signs and two parking lot directional signs on the property, and no changes are proposed to the ground signs at this time. The table below shows the proposed wall signs: Sign Size (Square Feet) XXXXX Neurological 64.21 XXXXX Dermatology 62.52 Hudson Physicians 58.83 Lake Elmo Medical Center 82 Urgent Care 14.75 iSpine 17.31 High Pointe Surgery Center 89.15 Minnesota Urology 61.25 Total 450.02 Variance. A variance is being requested for a reduced setback on the West side of the property to 27 feet. City Code section 105.12.930, Lot Dimensions and Building Bulk Requirements, requires a minimum setback of 150 feet from residential zoning districts. The city setback requirement, the existing wetland, and the current layout of the property significantly restrict potential locations for the building addition. The City Council approved the rezoning of the property to the West (8695 Eagle Point Blvd – Amira Apartments) from Mixed Use Business Park to High Density Residential on November 1st, 2022. The new residential zoning designation of the adjacent property increased the setback requirement on the West side from 30 feet to 150 feet. The table below shows the previous, current, and proposed setbacks: Previous Setback Requirement (Before Rezoning) Current Setback Requirement Proposed Setback Setback from West Side Property Line 30 feet 150 feet 27 feet The site was originally developed with the intent that the open grass area to the south side of the building would be designated for future expansion. This planned location preserves the wetland area and landscaping on site. The proposed location also accommodates the existing building, parking lot, and utility layout as well as the access roadway, which serves the adjacent property and cannot be reconfigured or relocated. The current owner purchased the property in 2025 and is not responsible for the layout of the existing improvements on site. REVIEW COMMENTS: This request was distributed for agency review on April 13th, 2026. Below is a summary of the comments received: Landscape Architect (Summary of Memo dated April 24, 2026) 1. The tree preservation plan must be updated to show the following: a. All areas to be graded and the limits of land disturbance. b. Trees to be preserved and protected need to be shown at the size of their critical root zone (CRZ) and tree protection fencing must be shown and installed outside of the CRZ. c. Removals must be classified separately by Evergreen, Hardwood, and Common trees. 2. Landscape plans must be revised to include the following: a. Add Lake Elmo’s City Standard tree planting details and standard landscape notes. b. Show the location of a topsoil stockpile. c. Confirm that the trees will be planted ten feet away from utilities and not within drainage and utility easements. City Engineer (Summary of Memo dated April 27, 2026) 1. The applicant must submit the following documentation: a. A complete Stormwater Management Plan in accordance with State, Watershed, and City rules must be submitted for further staff review and approval. Soil borings must be submitted in accordance with the City Engineering Design Standards Manual. b. Traffic Impact Study to determine if turn lane improvements are needed. c. Proposed Building Height to peak of roof. d. Show whether buildings will be equipped with Fire Suppression Systems. e. Plans and specifications must be prepared in accordance with the City Engineering Design Standards Manual, using City standard details, plan notes, and specifications. 2. No construction may begin until the applicant has received City Engineer approval for the Final Site Plans. A preconstruction meeting must be held by the City’s engineering department. 3. Secondary access may be required. Minimum access road width is 26-feet and is not met. If the applicant is proposing 8980 Hudson as a secondary access, then travel lane widths must be submitted with access easements from the owner of the property. 4. The applicant will be required to execute and record a Stormwater Maintenance and Easement Agreement. 5. Site plan revisions are required to relocate the underground filtration basin to eliminate any encroachments into the City’s water/sanitary sewer utility easements. 6. Fire hydrants must be installed and will remain City owned and maintained. Easements over all watermain and fire hydrants must be provided. 7. Sanitary sewer and watermain profile plan sheets must be submitted to demonstrate the existing and proposed grades over the utility systems. 8. Landscape plans must be revised to eliminate all City water/sanitary sewer utility easement encroachments. Fire Department (Summary of Memo dated April 27, 2026) 1. Roads and drive lanes shall meet the Fire Department requirements for widths and turning radiuses. 2. Two fire apparatus access roads shall be required and always maintained. 3. Project construction phasing shall accommodate emergency access. Phasing plan to be approved by FD prior to construction. 4. Approved signage and marking plan shall be determined for No Parking and Fire Lane access roads. An exterior door numbering system shall be utilized. 5. Fire hydrants and watermains shall be provided in approved locations. 6. Building address numbers shall be plainly visible from the street. 7. A fire sprinkler system, fire alarm system, emergency responder radio coverage amplifier, Knox rapid access lockbox, and KNOX locking FD Connection Caps shall be installed. 8. All gates shall be accompanied by either a KNOX lock or KNOX gate control switch. 9. Parking areas shall be capable of supporting the imposed load of fire apparatus weighing up to 75,000 pounds. 10. Locations of all EV charging stations shall be reviewed and installed in approved locations. South Washington Watershed District (email dated April 27, 2026) The applicant is working with SWWD on design and permitting. RECOMMENDED CONDITIONAL USE PERMIT FINDINGS Conditional use means a land use or development as defined by ordinance that would not be appropriate generally but may be allowed with appropriate restrictions as provided by official controls only upon a finding that all of the following provisions are met. Staff recommends the following findings: 1. The proposed use will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The proposed use should not be detrimental or in any way endanger the public health, safety, comfort, convenience, or general welfare of the neighborhood or the city. 2. The use or development conforms to the City of Lake Elmo Comprehensive Plan. The proposal conforms to the Comprehensive Plan. 3. The use or development is compatible with the existing neighborhood. The proposed use is permitted in the Business Park District as a Conditional Use. The properties to the south and north are non -residential uses (Business Park). The residential development to the east is separated by an outlot and the 55+ apartment complex (Amira) to the west is buffered by the wetland and stormwater pond. 4. The proposed use meets all specific development standards for such use listed in the Zoning Code. The proposed use requires a minimum of two accesses onto an arterial or collector street as per 105.12.510. This criteria is met. 5. If the proposed use is in a flood plain management or shoreland area, the proposed use meets all the specific standards for such use listed in Article XIX (Shoreland Management) and Title 100 (Flood Plain Management). The proposed use and expansion meets flood plain management requirements. 6. The proposed use will be designed, constructed, operated, and maintained so as to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. The proposed addition should be compatible in appearance with the existing character of the general vicinity and should not change the essential character of the area. 7. The proposed use will not be hazardous or create a nuisance as defined under this Chapter to existing or future neighboring structures. The proposed use medical facility should not be hazardous or create a nuisance. 8. The proposed use will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. The proposed use should be served adequately by essential public facilities and services. 9. The proposed use will not create excessive additional requirements at public cost for public facilities and services and will not be detrimental to the economic welfare of the community. The proposed use should not create excessive additional requirements at public cost for public facilities and services and should not be detrimental to the economic welfare of the community. 10. The proposed use will not involve uses, activities, processes, materials, equipment, and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. The proposed use should not produce detrimental noise, smoke, fumes, glare, odors, or traffic. All activities are to occur indoors. 11. Vehicular approaches to the property, where present, will not create traffic congestion or interfere with traffic on surrounding public thoroughfares. The proposed use should not create traffic congestion or interfere with traffic on surrounding public thoroughfares. 12. The proposed use will not result in the destruction, loss, or damage of a natural or scenic feature of major importance. The proposed use should not impact natural or scenic features. The proposed work should not impact the existing wetland. RECOMMENDED VARIANCE FINDINGS An applicant must establish and demonstrate compliance with the variance criteria set forth in Lake Elmo City Code Section 105.12.320 before the City may grant an exception or modification to city code requirements. These criteria are listed below, along with comments from Staff about the applicability of these criteria to the applicant’s request. 1)Practical Difficulties. A variance to the provision of this chapter may be granted by the Board of Adjustment upon the application by the owner of the affected property where the strict enforcement of this chapter would cause practical difficulties because of circumstances unique to the individual property under consideration and then only when it is demonstrated that such actions will be in keeping with the spirit and intent of this chapter. Definition of practical difficulties - “Practical difficulties” as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by an official control. FINDINGS: Strict enforcement of the code would not allow for reasonable expansion of the medical facility/office on the property. The recent zoning change on the adjacent western property from commercial to residential introduced new setback requirements, substantially reducing the buildable area on the site. The existing layout, wetland, and road access present further constraints, limiting potential locations for expanding. 2)Unique Circumstances. The plight of the landowner is due to circumstances unique to the property not created by the landowner. FINDINGS: The unique site conditions of the neighboring property’s recent zoning change and associated setback requirements, the wetland, and the existing layout were not created by the landowner. The current owner purchased the property in 2025. The original development intent identified the open grass area on the south side of the building as the designated location for future expansion. The proposed site plan places the addition within the previously reserved area, avoiding disturbance of wetlands and maintaining landscaping. 3)Character of Locality. The proposed variance will not alter the essential character of the locality in which the property in question is located. FINDINGS: The proposed variance should not alter the character of the locality. The scale and use of the proposed expansion is consistent with nearby properties. The surrounding properties consist of a mix of business park and high- density residential. The residential apartments to the West of the property will be buffered by the existing wetland and stormwater pond. 4)Adjacent Properties and Traffic. The proposed variance will not impair an adequate supply of light and air to properties adjacent to the property in question or substantially increase the congestion of the public streets or substantially diminish or impair property values within the neighborhood. FINDINGS: The proposed variance request should have no negative effect on light and air to adjacent properties. Property values should not be diminished from the request. The proposed addition would be buffered from the apartments to the West by the stormwater pond, wetland, and proposed landscaping. The apartment building will be more than 150 feet from the proposed expansion. The request should not substantially increase congestion in the public street. FISCAL IMPACT: None. RECOMMENDED CONDITIONS OF APPROVAL – CUP 1. The applicant must obtain all other necessary City, State, and other governing body permits and approvals before the commencement of any construction activity on the site. 2. The applicant must submit a complete Stormwater Management Plan which meets the requirements of the City Engineer in accordance with the City Engineer Memo and subsequent reviews. 3. The applicant must submit a complete traffic study which meets the requirements of the City Engineer in accordance with the City Engineer Memo and subsequent reviews. 4. No construction may begin until all items and changes outlined by the City Engineer’s memorandum dated April 27th, 2026 and subsequent reviews are addressed. 5. No construction may begin until all items and changes outlined by the Fire Department’s memorandum dated April 27th, 2026 and subsequent reviews are addressed. 6. No construction may begin until all items and changes outlined by the City Landscape Architect’s memorandum dated April 24th, 2026 and subsequent reviews are addressed. 7. Proposed signs must comply with the approved Comprehensive Sign Plan. When construction of the sign(s) are desired, the applicant must apply for sign permits with the City. 8. The applicant must execute and record a Stormwater Maintenance and Easement Agreement and a Site Improvement Agreement in the City’s standard form prior to release of a building permit. 10. Any expansion of the building or parking lot beyond this approval shall require a conditional use permit amendment. 11. All past conditional use permits affiliated with the property shall now be null and void. 12. If substantial construction has not taken place within 12 months of the City’s approval, the conditional use permit shall become void. RECOMMENDED CONDITIONS OF APPROVAL – VARIANCE 1. The applicant must meet all the conditions of approval outlined in the Conditional Use Permit approved on June 2nd, 2026. 2. This variance approval is only for reduced setback from the West side property line to 27 feet. 3. If substantial construction has not taken place within 12 months of the City’s approval, the variance shall become void. PUBLIC COMMENT: A public hearing notice was sent to surrounding property owners within 500’ on April 27th 2026 and published in the Stillwater Gazette on May 1st 2026. Staff has not received any public comments at this time. PLANNING COMMISSION The Planning Commission recommended approval of the variance and conditional use permit request at their May 11th 2026 Planning Commission meeting with conditions listed in the staff report (Vote 5-0). OPTIONS: The City Council may: •Approve the requests. •Approve the requests with conditions. •Deny the requests, citing findings of fact for denial. RECOMMENDATION: Staff recommends that the City Council approve the requests from Lake Elmo Medical Center, LLC to construct a medical facility. “Motion to approve Resolution 2026-037, approving a conditional use permit for a medical facility at the property located at 8650 Hudson Blvd N based on the findings of fact and subject to the conditions listed in the staff report” “Motion to approve Resolution 2026-038, approving a variance request to reduce the West side yard setback to 27 feet at the property located at 8650 Hudson Blvd N based on the findings of fact and subject to the conditions listed in the staff report” ATTACHMENTS: 1)Location Map 2)Land Use Applications 3)Written Statements 4)Plan Sets 5)City Landscape Architect Memo Dated April 24, 2026 6)City Engineer Memo Dated April 27th, 2026 7)Fire Department Memo Dated April 27th, 2026 8)Resolution 2026-037 9)Resolution 2026-038 April 9, 2026 FROM: Matt Brandt, CEO of Lake Elmo Medical Center, LLC and Hudson Physicians, S.C. RE: Redevelopment of High Pointe Health Campus into Lake Elmo Medical Center Hudson Physicians and its specialty partners purchased the High Pointe Health Campus in December 2025 with a shared vision for expanding and elevating healthcare services in the region. As part of this initiative, the ownership group plans to transform a partially occupied 65,000-square-foot building and redevelop the campus into a unified, approximately 114,000-square-foot multidisciplinary medical office destination. The collective of high-quality medical groups will primarily deliver services within a medical office setting, supported by select surgical procedures performed in an ambulatory surgery center environment. This integrated care model is designed to provide as many services as possible outside of a traditional hospital facility, enhancing convenience, accessibility, and efficiency for patients. Serving Lake Elmo and the surrounding communities, the redeveloped campus will be rebranded as Lake Elmo Medical Center, reflecting its expanded capabilities and its role as a comprehensive hub for outpatient care. Lake Elmo Medical Center will consist of these practices: 1st Floor Program Overview: •Suite 100 – iSpine Approximately 20,000 SF iSpine specializes in the treatment of chronic spine and musculoskeletal pain. Approximately half of the suite will function as medical office space dedicated to physical therapy and related clinical services. The remaining portion will operate as an ambulatory surgery center focused on interventional pain procedures. •Suite 101 – Dermatology Approximately 4,100 SF Dermatology provides comprehensive care for a wide range of medical and cosmetic skin conditions. This space will be entirely medical office space. •Suites 102 & 103 – Hudson Physicians Urgent Care and Imaging Approximately 10,000 SF Hudson Physicians Urgent Care and Imaging will provide walk-in urgent care services supported by advanced diagnostic imaging capabilities. This space will be entirely medical office space. •Suite 104 – Minnesota Urology Approximately 4,000 SF Minnesota Urology will provide comprehensive urologic health services, with this suite dedicated to pharmaceutical treatments and office-based medical procedures. This space will be entirely medical office space. •1st Floor Building Common spaces Approximately 10,000 SF The building’s common spaces support the overall functionality of the medical center and serve all tenants and visitors. These areas include public restrooms, vertical circulation such as stairs and elevators, mechanical and utility rooms, and shared waiting areas. Together, they provide essential infrastructure and enhance the overall patient and staff experience throughout the facility. 2nd Floor Program Overview: •Suite 235 – High Point Surgery Center Approximately 20,000 SF High Pointe Surgery Center specializes in providing ambulatory surgical procedures within a dedicated outpatient setting. Approximately 80% of the suite will be programmed as an ambulatory surgery center, supporting pre-operative, operative, and post-operative functions. The remaining 20% of the space will accommodate the waiting area, storage, and associated support functions essential to surgical operations. •Suite 201 – Hudson Physicians Approximately 7,100 SF Hudson Physicians will provide comprehensive primary care services within this suite, supporting preventive care, chronic disease management, and general outpatient evaluation. The space will be designed entirely as medical office space, accommodating exam rooms, clinical support areas, and patient-focused care environments. •Suite 202 – Neurology Approximately 12,000 SF Neurology will focus on the diagnosis and treatment of conditions affecting the nervous system. This suite will be designed entirely as medical office space, supporting outpatient neurological evaluation, testing, and follow-up care within a clinic-based environment. •2nd Floor Building Common spaces Approximately 4,900 SF The building’s common spaces support the overall functionality of the medical center and serve all tenants and visitors. These areas include public restrooms, vertical circulation such as stairs and elevators, mechanical and utility rooms, and shared waiting areas. Together, they provide essential infrastructure and enhance the overall patient and staff experience throughout the facility. 3rd Floor Program Overview: •Suite 301 – Minnesota Urology Approximately 20,000 SF Minnesota Urology will provide comprehensive urologic health services, with this suite dedicated to clinic visits and medical research activities. The space will be designed entirely as medical office space, supporting outpatient evaluation, treatment, and research functions within a clinic-based environment. •3rd Floor Building Common spaces Approximately 2,000 SF The building’s common spaces support the overall functionality of the medical center and serve all tenants and visitors. These areas include public restrooms, vertical circulation such as stairs and elevators, mechanical and utility rooms, employee lounge/break room and roof top patio. Together, they provide essential infrastructure and enhance the overall patient and staff experience throughout the facility. Sincerely, Matt Brandt CEO, Lake Elmo Medical Center & Hudson Physicians mbrandt@hudsonphysicians.com 651-503-2892 Parking Matrix: Area Parking Factor Parking Stalls required iSpine 10,000 5 stalls per 1,000 sf 50 stalls 10,000 3 stalls per 1,000 sf 30 stalls Dermatology 4,100 3 stalls per 1,000 sf 13 stalls Urgent Care & Imaging 10,000 3 stalls per 1,000 sf 30 stalls Minnesota Urology 4,000 3 stalls per 1,000 sf 12 stalls 1st Floor Building Common 10,000 3 stalls per 1,000 sf 30 stalls High Pointe Surgery Center 16,000 5 stalls per 1,000 sf 80 stalls 4,000 3 stalls per 1,000 sf 12 stalls Hudson Physicians 7,100 3 stalls per 1,000 sf 22 stalls Neurology 12,000 3 stalls per 1,000 sf 36 stalls 2nd Floor Building Common 4,900 3 stalls per 1,000 sf 15 stalls Minnesota Urology 20,000 3 stalls per 1,000 sf 60 stalls 3rd Floor Building Common 2,000 3 stalls per 1,000 sf 6 stalls Total 114,100 396 stalls DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 Baker Road, Suite 101 | Minnetonka, MN 55345 | Tel: 651.379.9090 | Fax: 651.379.9091 Email: custserv@amconconstruction.com | Website: www.amconconstruction.com Lake Elmo High Pointe Medical Center Conditional Use Procedure for the City of Lake Elmo 4/8/26 1.A completed land use application form signed by all property owners along with payment of the proper filing fee. Response: Attached Land Use Application 2.Written statements providing information regarding your proposal. Please provide a separate answer for each of the lettered items listed below. Answers must be submitted in both hard copy and electronic form. a.A listing of contact information including name(s), address(es) and phone number(s) of: the owner of record, authorized agents or representatives, engineer, surveyor, and any other relevant associates; Response: Owner of Record: Lake Elmo Medical Center, LLC; C/O Matt Brandt 2651 Hillcrest Drive, Hudson, WI 54016 Engineer/Surveyor: Griffin Dempsey, 800 Washington Ave N, Suite 610, Minneapolis, MN 55401 b.A listing of the following site data: Address, current zoning, parcel size in acres and square feet, property identification number(s) (PID), and current legal description(s); Response: 8650 Hudson Blvd N, Lake Elmo, MN Zoning: BP – Business Park PUD Parcel Size: 10.5 ac / 455,743sf PID: 3302921440007 Legal Description: PT SE1/4-SE1/4 DESC AS FOLL COM AT SE COR SD 1/4-1/4 THN N00DEG00'40"W ALG E LN THEREOF 435.61FT TO POB CONT N00DEG00'40"W ALG SD E LN 483.26FT THN N90DEG00'W 683.24 FT THN S00DEG00'E 423.69FT THN WLY 123.88FT ALG ARC NON TANG CRV CONC S RAD 230FT CHRD BRG S83DEG51'07"W THN S68DEG24'49" W 102.81FT TO PT ON NLY R/W LN HUDSON BLVD THN SELY ALG SD R/W LN 421.73FT ALG ARC NON TANG CRV CONC NE RAD 768.51FT CHRD BRG S52DEG53'56"E THN N 00DEG00'40"W 176.36FT THN N89 DEG35'53"E 175FT THN S00DEG00' 40"E 223.25FT TO PT ON SD NLY R/W LN THN SELY ALG SD R/W LN 53.13FT ALG NON TANG CRV CONC N RAD 768.51FT CHRD BRG S84DEG 06'58"E CONT THN S86DEG05'47"E 141.01FT THN N00DEG00'40"W 301 .88FT THN N89DEG35'53"E 200FT TO POB THERE TERM SUBJ TO EASE Section 33 Township 029 Range 021. c.A narrative regarding the history of the property (current and past uses) and any pre-application discussions with staff. Response: DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 Baker Road, Suite 101 | Minnetonka, MN 55345 | Tel: 651.379.9090 | Fax: 651.379.9091 Email: custserv@amconconstruction.com | Website: www.amconconstruction.com Current/Past Uses: Past/current uses of the property were inclusive of an outpatient ambulatory surgery center, High Pointe Surgery Center, which occupies roughly 20,000 square feet on the second floor of the current standing structure. Lake Elmo Medical Center, LLC is currently in the process of expanding further outpatient medical services through securing tenants that also operate within this space including but not limited to: primary care clinic, urology clinic, chronic pain management clinic, urgent care, outpatient laboratory, and high definition medical imaging clinic. d. A specific written description of the proposed use(s). i. Incorporate information describing how the use will work on the proposed site including proposed site changes, existing open spaces, landscaping, traffic circulation, transition areas to adjacent properties, individual uses for existing and proposed structures, and effects on natural areas (wetlands, forests, etc.) both on-site and in the general vicinity of the project. Response: The proposed project consists of an addition to the existing building to support expanded operations. The current structure will remain in place, with the new addition designed to be compatible with the existing development. Site improvements will include the reconfiguration of on-site circulation to better accommodate both passenger and truck traffic. A new drive aisle will be constructed to allow safe and efficient truck access, loading, and maneuvering within the site. Additional parking spaces will be provided to meet current code requirements and support the increased use of the building. Landscaping will be installed and enhanced in accordance with applicable regulations. There will screening where necessary to provide a visual buffer to adjacent properties. Existing open space areas will be maintained where feasible, with improvements focused on aesthetic enhancement and site functionality. The project is designed to integrate with surrounding properties by maintaining appropriate setbacks. Traffic circulation improvements are expected to enhance overall site safety and reduce congestion. Work will not impact the existing wetland. Only the grass/sod lawn area were a building expansion was originally proposed. ii.Provide specific details about the use including the number of employees, hours of operation, maximum number of animals (if applicable), proposed development schedule, etc. Response: The use of the property will expand upon the current outpatient medical offerings that are currently present within the facility (High Pointe Medical Center.) As previously mentioned, Lake Elmo Medical Center, LLC will focus its efforts in securing leases with tenants that provide other supplementary outpatient medical services, as well as house some medical administrative operations. The goal is to be able to provide members of the community with a convenient way to receive high-quality medical care that is also cost effective and person-centric. Hours of operation will be from 7:30AM to 9:00PM; which upholds urgent care hours. All other medical specialty hours of operation will vary, but will be operate within the 7:30AM to 9:00PM timeframe to ensure the most access to needed healthcare services. In order to support all service lines, the amount of employees at the facility will likely fall in the 100-125 FTE range with DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 Baker Road, Suite 101 | Minnetonka, MN 55345 | Tel: 651.379.9090 | Fax: 651.379.9091 Email: custserv@amconconstruction.com | Website: www.amconconstruction.com a myriad of different job descriptions. The majority of positions that will be offered will be of the midlevel to high end compensation range and consist of Medical Doctor (MD), Doctor of Osteopathic Medicine (DO), Advanced Practice Provider (APP) inclusive of Nurse Practitioners (NP) and Physician Assistants (PA), Registered Nurses (RN), Licensed Practical Nurse (LPN), Certified Medical Assistants (CMA), and other care distribution and administrative support staff. No animals will be on site or used in any business operations. Development schedule: Construction start 8/1/26 and shell building construction completion 7/1/27. e.Provide justification that the proposed use meets the following findings: i.The proposed use will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or City. Response: The proposed use will not be detrimental to or endanger the public health, safety, comfort, convenience, or general welfare of the neighborhood or City. The project consists of an addition to an existing building with site improvements, including additional parking, improve traffic circulation and safety. Landscaping and site design will comply with City requirements and ensure compatibility with surrounding properties. ii.The use or development conforms to the City of Lake Elmo Comprehensive Plan. Response: The proposed use is consistent with the City of Lake Elmo Comprehensive Plan. The project involves an addition to an existing building and site improvements that support the continued use of the property. The development aligns with the planned land use designation and applicable goals for orderly development, efficient site design, and compatibility with surrounding properties. iii.The use or development is compatible with the existing neighborhood Response: Yes, it is an existing medical building and the design of the addition/site will be compatible with surrounding properties. 3.Verification of Ownership (a copy of a current title report, purchase agreement, etc.) Response: Attached Document 4.Address Labels: A certified list of property owners located within three hundred fifty (500') feet of the subject property obtained from a certified by a licensed abstractor through Washington County (see attached form) Response: Stamps Enclosed DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 Baker Road, Suite 101 | Minnetonka, MN 55345 | Tel: 651.379.9090 | Fax: 651.379.9091 Email: custserv@amconconstruction.com | Website: www.amconconstruction.com 5.A detailed lighting plan insuring that all lighting apparatuses are down shielded as to ensure such do not shine or create glare on abutting properties and surrounding areas (include a specification sheet for all wall fixtures and site plan fixtures). Response: Attached Site Lighting Plan 6.Photo metric plan(s) for the site. Response: Attached Site Lighting Plan 7.City Pre-review comment: Lowest Floor Elevation if any part of property is in flood plain. Response: Located on Certificate of Survey pdf. 8.City Pre-reiview comment: All Water Features: Floodplain, Floodway Delineations, Ordinary High Water Mark. Response: Working on next steps for what needs to be done. From Lisa Odens with water resource: "Since the relevant elevation has already been established, a desktop review should be sufficient to confirm the wetland limits, eliminating the need for additional fieldwork at this stage. A Level One delineation can be carried out using aerial imagery paired with the elevation information from the previous delineation. Additionally, provide documentation that demonstrates communication with the Technical Evaluation Panel (TEP) and their concurrence with a “no loss” determination". Geotech report is currently being written and will submit stormwater calculations when completed. Lake Elmo Medical Center Variance Applica�on 2a. Owner: Lake Elmo Medical Center, LLC; C/O Mat Brandt 2651 Hillcrest Drive, Hudson, WI 54016 2b. 8650 Hudson Blvd N, Lake Elmo, MN Zoning: BP – Business Park PUD Parcel Size: 10.5 ac / 455,743sf PID: 3302921440007 Legal Descrip�on: PT SE1/4-SE1/4 DESC AS FOLL COM AT SE COR SD 1/4-1/4 THN N00DEG00'40"W ALG E LN THEREOF 435.61FT TO POB CONT N00DEG00'40"W ALG SD E LN 483.26FT THN N90DEG00'W 683.24 FT THN S00DEG00'E 423.69FT THN WLY 123.88FT ALG ARC NON TANG CRV CONC S RAD 230FT CHRD BRG S83DEG51'07"W THN S68DEG24'49" W 102.81FT TO PT ON NLY R/W LN HUDSON BLVD THN SELY ALG SD R/W LN 421.73FT ALG ARC NON TANG CRV CONC NE RAD 768.51FT CHRD BRG S52DEG53'56"E THN N 00DEG00'40"W 176.36FT THN N89 DEG35'53"E 175FT THN S00DEG00' 40"E 223.25FT TO PT ON SD NLY R/W LN THN SELY ALG SD R/W LN 53.13FT ALG NON TANG CRV CONC N RAD 768.51FT CHRD BRG S84DEG 06'58"E CONT THN S86DEG05'47"E 141.01FT THN N00DEG00'40"W 301 .88FT THN N89DEG35'53"E 200FT TO POB THERE TERM SUBJ TO EASE Sec�on 33 Township 029 Range 021. 2c. Zoning Sec�on 105.12.930 Lot dimensions and building bulk requirements. 2d. The site was originally established with commercial setbacks on all sides, and west property was amended to residen�al PUD zoning. Our request is to revise the west property line setback to 27 �. 2e. Plans were submited on 4/9/26 based upon the Alta survey that used recorded documents to define setbacks. City staff informed us a�er applica�on submital that rezoning took place modifying the DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 Baker Road, Suite 101 Minnetonka, MN 55345 |Tel: 651.379.9090 | Fax: 651.379.9091 Email: custserv@amconconstruction.com | Website: www.amconconstruction.com setbacks. Staff recommend submi�ng for a variance due to the hardships the revised setbacks places on the property owner. 2f. Strict enforcement of the current setback requirements would force the proposed building addi�on to shi� north toward the wetland, resul�ng in the loss of a significant por�on of the forested area. This outcome directly contradicts the original development intent, which preserved these natural features and iden�fied the open grass area on the south side of the building as the designated loca�on for future expansion. The site plan as proposed places the addi�on en�rely within this previously reserved growth area, avoiding disturbance to wetlands and maintaining much of the landscape established during the ini�al campus planning. This approach aligns with both the campus development strategy and the City’s broader environmental stewardship goals. The recent change in zoning on the adjacent western property—from commercial to residen�al—has substan�ally reduced the usable area of the site. Under the new zoning condi�ons, the west setback requirement now encroaches into the only viable expansion zone, effec�vely elimina�ng the buildable area that was inten�onally preserved for future growth. Given these combined factors—environmental protec�on, original development intent, fixed access constraints, and the impact of the zoning change—our request is to modify the west property line setback to 27 feet. This adjustment allows the project to proceed in the only feasible loca�on while preserving wetlands, maintaining access, and respec�ng the long-standing planning framework for the campus. 2g. The surrounding proper�es were previously zoned for commercial use but have since been reclassified to residen�al zoning. This shi� has increased the sensi�vity of adjacent land uses and reinforces the importance of though�ul site planning as the area con�nues to transi�on and grow. The proposed building expansion was inten�onally designed in its current configura�on to avoid impacts to the exis�ng wetland areas. The layout respects established environmental boundaries and maintains the natural features that were iden�fied and preserved during the original development of the campus. Addi�onally, the exis�ng access road presents a fixed site constraint. This roadway serves the adjacent property and cannot be reconfigured or relocated to meet current setback requirements without disrup�ng access. As a result, the expansion strategy accommodates this condi�on while maintaining compliance to the greatest extent feasible within the established site limita�ons 2h. The surrounding proper�es consist of a mix of business park uses and high-density residen�al apartments, crea�ng a consistently ac�ve environment on all sides of the site. All adjacent parcels are characterized by high-use occupancy, reinforcing the area’s role as a growing commercial and residen�al hub. DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 Baker Road, Suite 101 Minnetonka, MN 55345 |Tel: 651.379.9090 | Fax: 651.379.9091 Email: custserv@amconconstruction.com | Website: www.amconconstruction.com During the original development of the campus, the site was inten�onally planned to accommodate future expansion of the exis�ng building. The long-term vision an�cipated that the facility would grow in step with the City of Lake Elmo’s con�nued development. This foresight ensures that the campus can evolve to meet increasing demand for outpa�ent services as the community expands. DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 Baker Road, Suite 101 Minnetonka, MN 55345 |Tel: 651.379.9090 | Fax: 651.379.9091 Email: custserv@amconconstruction.com | Website: www.amconconstruction.com LOUCKS W:\2007\07163\CADD DATA\SURVEY\_dwg Sheet Files\07163A-ALTAPlotted: 12 /16 / 2025 11:9 AM12755 Highway 55, Suite R100 Plymouth 55441 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD QUALIFICATION HIGH POINT HEALTH CAMPUS 8650 HUDSON BOULEVARD N LAKE ELMO, MINNESOTA 55042 TRANSWESTERN REAL ESTATE SERVICES 705 MARQUETTE AVE S, SUITE 900 MINNEAPOLIS, MINNESOTA 55402 ALTA/NSPS LAND TITLE SURVEY 1 OF 2 (Per Schedule A of the herein referenced Title Commitment) Parcel A: All that part of the Southeast Quarter of the Southeast Quarter of Section 33, Township 29 North, Range 21 West, Washington County, Minnesota, described as follows: Commence at the Southeast corner of said Southeast Quarter; thence North 00 degrees 00 minutes 40 seconds West, along the East line of said Southeast Quarter, a distance of 435.61 feet to the point of beginning; continue thence North 00 degrees 00 minutes 40 seconds West, along said East line, a distance of 483.26 feet; thence North 90 degrees 00 minutes 00 seconds West a distance of 683.24 feet; thence South 00 degrees 00 minutes 00 seconds East a distance of 423.69 feet; thence Westerly 123.88 feet along the arc of non-tangential curve concave to the South whose radius is 230.00 feet and whose chord bears South 83 degrees 51 minutes 07 seconds West; thence South 68 degrees 24 minutes 49 seconds West a distance of 102.81 feet to a point on the Northerly right of way line of Hudson Blvd.; thence Southeasterly, along said Northerly right of way, a distance of 421.73 feet along the arc of a non-tangential curve concave to the Northeast whose radius is 768.51 feet and whose chord bears South 52 degrees 53 minutes 56 seconds East; thence North 00 degrees 00 minutes 40 seconds West a distance of 176.36 feet; thence North 89 degrees 35 minutes 53 seconds East a distance of 175.00 feet; thence South 00 degrees 00 minutes 40 seconds East a distance of 223.25 feet to a point on the Northerly right of way line of Hudson Blvd.; thence Southeasterly, along said Northerly right of way line a distance of 53.13 feet along the arc of a non- tangential curve concave to the North, whose radius is 768.51 feet and whose chord bears South 84 degrees 06 minutes 58 seconds East; continue thence South 86 degrees 05 minutes 47 seconds East a distance of 141.01 feet; thence North 00 degrees 00 minutes 40 seconds West a distance of 301.88 feet; thence North 89 degrees 35 minutes 53 seconds East a distance of 200.00 feet to the point of beginning and there terminating. (Torrens Property - Certificate of Title No. 78304) Parcel B: Non-exclusive easement for access purposes as contained in the Easement and Agreement, dated August 30, 2004, recorded October 6, 2004, in the office of the Registrar of Titles as Document No. 1150352. DESCRIPTION OF PROPERTY SURVEYED (Per Schedule B, Part II of the herein referenced Title Commitment) The property depicted on this survey and the easements of record shown hereon are the same as the property and the easements described in the Commitment for Title Insurance issued by First American Title Insurance Company National Commercial Services, File No. NCS-1281839-ATL, effective date October 14, 2025. The numbers below correspond to those in the title commitment. 1 - 11, 18, 20 and 21 do not require comment. 12.The following, which appear as memorials on the Certificate of Title for Parcel A: (a)Minnesota Department of Transportation Right of Way Plat No. 82-31, recorded September 29, 1981, as Document No. 58129; (b)Notice of Lis Pendens by the State of Minnesota, recorded February 1, 1982, as Document No. 58865; (c)Partial Discharge of Notice of Lis Pendens, recorded December 30, 1982, as Document No. 60844; and (d)Partial Final Certificate by the State of Minnesota, recorded November 12, 1987, as Document No. 85987. Adjoins the southerly boundary line along Hudson Road. Temporary easements have expired. 13.Terms and conditions of the Declaration of Protective Covenants, dated December 1, 1997, recorded December 31, 1997, as Document No. 1065503. As amended by First Amendment to Declaration of Protective Covenants and to Development Standards, dated May 31, 2002, recorded October 22, 2002, as Document No. 1118152. As affected by Variance to Declaration of Protective Covenants and to Development Standards, dated December 12, 2022, recorded December 27, 2022, as Document No. 1284980. Setbacks per Document No. 1065503 are shown hereon. The zoning setback requirements shown per Document No. 1065503 require an interpretation by the surveyor and should be verified. 14.Terms and conditions as contained in Easement Agreement, dated December 10, 1997, by and between The Northland Company, a Minnesota corporation, and LaSalle Construction Company, a Minnesota corporation, recorded December 31, 1997, as Document No. 1065505. Per the description in said document the easement has expired and is not shown hereon. 15.Terms, conditions, covenants and provisions as contained in East Metro Healthcare Center Cooperation Agreement, between LaSalle Construction Company, a Minnesota corporation and East Metro Specialists LLC, a Minnesota limited liability company dated December 2, 1997, recorded December 31, 1997, as Document No. 1065506. As affected by Memorandum of Cooperation Agreement, dated December 10, 1997, recorded December 31, 1997, as Document No. 1065507. Blanket in nature and not shown hereon. 16.Easement for underground water main and sewer line in favor of the City of Lake Elmo, a Minnesota municipal corporation as contained in the Grant of Permanent Easement, dated December 10, 1997, recorded December 31, 1997, as Document. No. 1065509. Shown hereon through the center of the surveyed property. 17.Terms and conditions, including an easement for access purposes, as contained in the Easement and Agreement, dated August 30, 2004, recorded October 6, 2004, as Document No. 1150352. Easements are blanket in nature over the parking and drive aisles within the surveyed property and the adjoining property shown as "Part of Parcel B". 19.Easement for emergency access purposes, together with any incidental rights, in favor of United Land LLC, a Minnesota limited liability company, as contained in the Emergency Access Easement Agreement, dated December 12, 2022, recorded December 27, 2022, as Document No. 1284983, and the terms, conditions and provisions contained therein. Shown hereon on the southwest corner of the surveyed property. TITLE COMMITMENT EXCEPTIONS (The following items refer to Table A optional survey responsibilities and specifications) 1.Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary of the property, unless already marked or referenced by existing monuments or witnesses to the corner are shown hereon. 2.The address, as disclosed in documents provided to the surveyor, obtained by the surveyor, or observed while conducting the fieldwork is 8650 Hudson Boulevard N, Lake Elmo, Minnesota 55042. 3.This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) and Zone A per Flood Insurance Rate Map No. 27163C0335E, Community Panel No. 270505 0335 E, effective date of February 3, 2010. 4.The Gross land area is 455,831 +/- square feet or 10.46 +/- acres. 6.(a) Any current zoning classification, setback requirements, height and floor space area restrictions, and parking requirements, shown hereon, are per a report or letter by Commercial Due Diligence Services dated 12/11/25, for the subject property are as follows: Zone (BP-PUD) Business Park - Eagle Point Planned Unit Development Setbacks: Front 50 feet, Side 10 feet, Rear 10 feet; Maximum Height: 60 feet; Floor Area Ratio: No requirement noted. Parking Required: 232 Spaces (b) The zoning setback requirements are shown hereon, per a report or letter provided to the surveyor by Commercial Due Diligence Services dated 12/11/25, for the subject property. 7.(a) Exterior dimensions of all buildings are shown at ground level. (b)(1) Square footage is the exterior footprint of all buildings at ground level. (c) The heights of all buildings above grade are measured at the locations shown hereon. 8.Substantial features observed in the process of conducting fieldwork, are shown hereon. 9.Striping of clearly identifiable parking spaces on surface parking areas and lots are shown hereon. The number and type of clearly identifiable parking stalls on this site are as follows: 230 Regular + 10 Disabled = 240 Total Parking Stalls. 10.The client has not designated division or party walls for their relationships and locations with respect to adjoining properties to be shown hereon. 11.(a) We have shown underground utilities on and/or serving the surveyed property per Gopher State One-Call Ticket Nos. 253281756 and 253281773. The following utilities and municipalities were notified: AT&T TRANSMISSION (866)460-6324 COMCAST (812)483-7923 CITY OF LAKE ELMO (651)747-3946 CENTURYLINK (800)778-9140 CITY OF WOODBURY (651)714-3720 CENTER POINT ENERGY (800)778-9140 MNDOT (651)366-5750 STATE OF MN OFFICE OF ET (320)963-2400 LEVEL 3 NOW LUMEN (877)366-8344 XCEL ENERGY (651)229-2427 ZAYO BANDWIDTH (800)961-6500 i. Utility operators do not consistently respond to locate requests through the Gopher State One Call service for surveying purposes such as this. Those utility operators that do respond, often will not locate utilities from their main line to the customer's structure or facility. They consider those utilities “private” installations that are outside their jurisdiction. These “private” utilities on the surveyed property or adjoining properties, may not be located since most operators will not mark such "private" utilities. A private utility locator may be contacted to investigate these utilities further, if requested by the client. ii. Maps provided by those notified above, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454-0002. 13.The names of the adjoining owners, as shown hereon, are based on information obtained from current tax records. 14.The surveyed property is located 500+/- feet west of the intersection of Hudson Boulevard North and Jade Trail North, as shown hereon. 16.We are not aware of any recent earth moving work, building construction or building additions observed in the process of conducting our field work. 17.We are not aware of any proposed street right of way lines or evidence of recent street or sidewalk construction or repairs observed in the process of conducting our field work. 18.Plottable offsite (i.e., appurtenant) easements or servitudes disclosed in documents provided to or obtained by the surveyor are shown hereon. 20. No additional requirements specified by the client. ALTA/NSPS OPTIONAL TABLE A NOTES SURVEY REPORT 1.The Surveyor was not provided utility easement documents for the subject property except for those shown on the Survey. 2.The bearings for this survey are based on the Washington County Coordinate System NAD 83 (1986 Adjust). 3.Benchmark #1: Top nut of hydrant located in island near southwest corner of parking lot on subject property, as shown hereon. Elevation = 993.42 feet (City of Lake Elmo Datum) Benchmark #2: Top nut of hydrant located on the north side of Hudson Blvd. N, approx. 500 feet east of entrance to the subject property, as shown hereon. Elevation = 987.16 feet (City of Lake Elmo Datum) 4.Snow and ice conditions during winter months may obscure otherwise visible evidence of on site improvements and/or utilities 5.No encroachments were observed on this property, other than as shown hereon. 6.The subject property abuts Hudson Blvd. with no gaps, gores or spaces between the subject property and Hudson Blvd. 7.There are no gaps, gores, or overlaps between the properties of the legal descriptions provided to us. 8.See sheet 2 of 2 for boundary, easements and site features. To Transwestern Real Estate Services; Lake Elmo Medical Center, LLC, a Minnesota limited liability company; and First American Title Insurance Company National Commercial Services: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1 - 4, 6(a), 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 10, 11(a), 13, 14, 16, 17, 18, 19 and 20 of Table A thereof. The field work was completed on December 4, 2025. Date of Plat or Map: December 16, 2025 ___________________________________________________ Dillon J. Tews, PLS Minnesota License No. 62268 dtews@loucksinc.com CERTIFICATION 12/05/25 SURVEY ISSUED 12/09/25 CLIENT COMMENTS 12/16/25 CLIENT COMMENTS License No. Date I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of VICINITY MAP Field Crew Project Lead Drawn By Checked By Loucks Project No. Minnesota. Dillon J. Tews - PLS 62268 07163A DJT SFM DJT JSS 12/05/25 SITE ............ ... ... ... ............................................................... Zone A Zone X 17 17 17 17 17 17 17 15 15 15 15 17 17 13 + 4 LOUCKS W:\2007\07163\CADD DATA\SURVEY\_dwg Sheet Files\07163A-ALTAPlotted: 12 /16 / 2025 11:9 AM12755 Highway 55, Suite R100 Plymouth 55441 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD QUALIFICATION HIGH POINT HEALTH CAMPUS 8650 HUDSON BOULEVARD N LAKE ELMO, MINNESOTA 55042 TRANSWESTERN REAL ESTATE SERVICES 705 MARQUETTE AVE S, SUITE 900 MINNEAPOLIS, MINNESOTA 55402 N SCALE IN FEET 0 40 80 ALTA/NSPS LAND TITLE SURVEY 2 OF 2 SURVEY REPORT 1.The Surveyor was not provided utility easement documents for the subject property except for those shown on the Survey. 2.The bearings for this survey are based on the Washington County Coordinate System NAD 83 (1986 Adjust). 3.Benchmark #1: Top nut of hydrant located in island near southwest corner of parking lot on subject property, as shown hereon. Elevation = 993.42 feet (City of Lake Elmo Datum) Benchmark #2: Top nut of hydrant located on the north side of Hudson Blvd. N, approx. 500 feet east of entrance to the subject property, as shown hereon. Elevation = 987.16 feet (City of Lake Elmo Datum) 4.Snow and ice conditions during winter months may obscure otherwise visible evidence of on site improvements and/or utilities 5.No encroachments were observed on this property, other than as shown hereon. 6.The subject property abuts Hudson Blvd. with no gaps, gores or spaces between the subject property and Hudson Blvd. 7.There are no gaps, gores, or overlaps between the properties of the legal descriptions provided to us. 8.See sheet 1 of 2 for legal description and ALTA notes. 12/05/25 SURVEY ISSUED 12/09/25 CLIENT COMMENTS 12/16/25 CLIENT COMMENTS License No. Date I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of VICINITY MAP Field Crew Project Lead Drawn By Checked By Loucks Project No. Minnesota. Dillon J. Tews - PLS 62268 07163A DJT SFM DJT JSS 12/05/25 SITE SPOT ELEVATION SIGN LIGHT POLE POWER POLE CATCH BASIN CONTOUR CONCRETE CURB STORM SEWER SANITARY SEWER UNDERGROUND ELECTRIC CONCRETE ELECTRIC TRANSFORMER TELEPHONE PEDESTAL UTILITY PEDESTAL ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC METER GAS METER HAND HOLE UNDERGROUND TELEPHONE UNDERGROUND GAS YARD LIGHT GUY WIRE CULVERT GUARD POST OVERHEAD UTILITY ELEV @ THRESHOLD ROOF DRAIN ELECTRIC OUTLET TREE LINE / DRIP LINE CLEANOUT PARKING STALL COUNT DISABLED PARKING STALL FLARED END SECTION TOP OF CURB SET NAIL FOUND PINCH TOP FOUND REBAR DRILLHOLE/CHISELED X ALUMINUM DISC BUILDING SETBACK LINE PER PARKING SETBACK LINE PER FOUND PK NAIL AIR CONDITIONING UNIT TOP NUT HYDRANT WATER LINE CHAIN LINK FENCE WOOD FENCE SCHEDULE B II ITEM 2 EXISTING BUILDING RETAINING WALL STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE NO PARKING FIRE CONNECTION MAPPED SANITARY SEWER MAPPED WATERMAIN MAPPED UNDERGROUND ELECTRIC MAPPED UNDERGROUND TELEPHONE MAPPED UNDERGROUND GAS INFORMATION AS SHOWN ON PLANS - NOT FIELD VERIFIED ACCESS POST MAPPED SANITARY SEWER SERVICE MAPPED WATER SERVICE TIE DISTANCES ARE SHOWN ON SIDE WITH FEATURE MEASURED TO PROPERTY LINE ELECTRIC VEHICLE STATION BUILDING HEIGHT LEGEND ABANDONED UNDERGROUND GAS.............. FOUND 1/2 INCH OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 62268" 1 16 1619 DOC. NO. 1065503 DOC. NO. 1065503 BUILDING SETBACK LINE PER REPORT BY COMMERCIAL DUE DILIGENCE LAKE ELMO MEDICAL CENTER 8650 HUDSON BLVD N LAKE ELMO, MN 55042U INDEX OF SHEETS: C001 COVER SHEET C101 EXISTING CONDITIONS C102 REMOVALS PLAN C201 SITE PLAN C301 GRADING PLAN C401 UTILITY PLAN C501 EROSION CONTROL PLAN C601 CIVIL DETAILS C602 CIVIL DETAILS C603 EROSION CONTROL DETAILS C604 EROSION CONTROL DETAILS GENERAL NOTES: 1.TOPOGRAPHIC SURVEY, INCLUDING PROPERTY LINES, LEGAL DESCRIPTION, EXISTING UTILITIES, TOPOGRAPHY WITH SPOT ELEVATIONS AND PHYSICAL FEATURES WAS PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE WEST ALEXANDRIA, MN 56308 2.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION OF THIS PROJECT BROADWAY STREET JADE TRAIL NPROPERTY LOCATION PROJECT CONTACTS CIVIL ENGINEER DESIGN TREE ENGINEERING AND LAND SURVEYING GRIFFIN K. DEMPSEY 800 WASHINGTON AVENUE NORTH MINNEAPOLIS, MN 55401 TEL:763-270-6311 EMAIL:gkd@dte-ls.com LAND SURVEYOR DESIGN TREE ENGINEERING AND LAND SURVEYING JON SCHUETTE 120 17TH AVENUE WEST ALEXANDRIA, MN 56308 TEL:320-460-7104 EMAIL:jds@dte-ls.com HUDSON BLVD N BENCHMARK 1: TOP NUT HYDRANT LOCATED SOUTH WEST CORNER OF SITE ENTRANCE. ELEV:978.12 BENCHMARK 2: LOCATED SOUTHERN MOST CURB ISLAND IN THE NORTHERN PARKING LOT. ELEV:993.58 BENCHMARK 3: LOCATED NORTH SIDE OF NORTHERN PARKING LOT . ELEV:995.61 BENCHMARK INFO: DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 BAKER ROAD, SUITE 101 MINNETONKA, MINNESOTA 55345 PHONE: 651-379-9090 FAX: 651-379-9091 ISSUES / REVISIONS:LAKE ELMO MEDICAL CENTER ADDITIONPROPOSED ADDITION:8650 HUDSON BLVD, LAKE ELMO, MINNESOTATHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2026 BY DESIGN TREE ENGINEERING 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. DATE:LICENSE #: PRINTED NAME:GRIFFIN K. DEMPSEY 6163304-15-26 C001 COVER SHEET UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEOH E OH E OHE OH E OH E OH E OHE O H E O H E O H E O H E O H E O H E O H E O H E OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHElllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll lllllllllllllllllOHE UGT FO UGE GAS l W CO X 0'40'80' NOTES: 1.EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE W ALEXANDRIA, MN 56308 2.CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. 3.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 4.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. BENCHMARK 1: TOP NUT HYDRANT LOCATED SOUTH WEST CORNER OF SITE ENTRANCE. ELEV:978.12 BENCHMARK 2: LOCATED SOUTHERN MOST CURB ISLAND IN THE NORTHERN PARKING LOT. ELEV:993.58 BENCHMARK 3: LOCATED NORTH SIDE OF NORTHERN PARKING LOT . ELEV:995.61 BENCHMARK INFO: C101 H U D S O N B L V D N LEGEND HYDRANT SANITARY MANHOLE GATE VALVE POWER POLE LIGHT POLE CATCH BASIN SIGN DECIDUOUS TREE CONIFEROUS TREE SHRUB PEDESTAL GUY WIRE BOLLARD POWER BOX ELECTRIC METER MONITORING WELL SANITARY SEWER CLEANOUT WOOD FENCE CHAINLINK FENCE WIRE FENCE STORM SEWER LINE SANITARY SEWER LINE WATERMAIN OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND FIBER UNDERGROUND ELECTRIC UNDERGROUND GAS LINE CONCRETE PAVEMENT BITUMINOUS PAVEMENT AGGREGATE SURFACING LANDSCAPING BUILDING CONSTRUCTION LIMITS DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 BAKER ROAD, SUITE 101 MINNETONKA, MINNESOTA 55345 PHONE: 651-379-9090 FAX: 651-379-9091 ISSUES / REVISIONS:LAKE ELMO MEDICAL CENTER ADDITIONPROPOSED ADDITION:8650 HUDSON BLVD, LAKE ELMO, MINNESOTATHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2026 BY DESIGN TREE ENGINEERING 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. DATE:LICENSE #: PRINTED NAME:GRIFFIN K. DEMPSEY 6163304-15-26 EXISTING CONDITIONS UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEOH E OH E OHE OH E OH E OH E OHE O H E O H E O H E O H E O H E O H E O H E O H E OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHElllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll lllllllllllllllllH U D S O N B L V D N NOTES: 1.EXISTING CONDITIONS & TOPOGRAPHIC INFORMATION PROVIDED BY: DESIGN TREE ENGINEERING & LAND SURVEYING 120 17TH AVENUE W ALEXANDRIA, MN 56308 2.CONTRACTOR SHALL FIELD VERIFY ALL BUILDING DIMENSIONS AND REMOVAL LIMITS PRIOR TO ANY CONSTRUCTION. 3.SAWCUT CURB AND GUTTER AND SIDEWALK, OR REMOVE AT NEAREST EXPANSION JOINTS. 4.SAWCUT BITUMINOUS PAVEMENT FULL DEPTH AT ALL TIE-IN LOCATIONS. 5.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS, AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 8.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 9.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 10.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. 1 2 SAWCUT EXISTING BITUMINOUS PAVEMENT SAWCUT EXISTING CONCRETE OR REMOVE AT NEAREST EXPANSION JOINT SAWCUT EXISTING CURB & GUTTER OR REMOVE AT NEAREST EXPANSION JOINT REMOVE EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING CONCRETE REMOVE EXISTING CURB & GUTTER REMOVE TREE REMOVE & SALVAGE SIGN AND LANDSCAPING ADJUST STORM STRUCTURE TO MATCH PROPOSED GRADES (SEE UTILITY) REMOVE MANHOLE REMOVE STORM PIPE REMOVE SANITARY SEWER (CAP END) REMOVE WATER LINE (CAP END) CANOPY TO BE REPLACED (BY OTHERS) SALVAGE & RELOCATE ADA PEDESTAL (COORDINATE WITH ELECTRICAL) RELOCATE UTILITY HAND HOLE (SEE NOTES) REMOVE AND SALVAGE LIGHT POLE (COORDINATE WITH ELECTRICAL) PROTECT EXISTING CURB & GUTTER REMOVE YARD LIGHT PROTECT EXISTING TREE REMOVE EXISTING SIGN AND POST 3 4 5 KEY NOTES: 6 7 8 9 10 11 12 13 14 15 16 REMOVALS LEGEND = CURB REMOVAL = BITUMINOUS PAVEMENT REMOVAL = BITUMINOUS PAVEMENT MILL & OVERLAY = CONCRETE REMOVAL = REMOVAL ITEM =TREE REMOVAL 0'40'80' 8 5 8 16 17 17 17 17 8 8 7 7 7 7 7 1 1 C102 REMOVALS PLAN 9 1110 12 13 14 18 18 18 18 18 18 18 18 18 18 7 DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 BAKER ROAD, SUITE 101 MINNETONKA, MINNESOTA 55345 PHONE: 651-379-9090 FAX: 651-379-9091 ISSUES / REVISIONS:LAKE ELMO MEDICAL CENTER ADDITIONPROPOSED ADDITION:8650 HUDSON BLVD, LAKE ELMO, MINNESOTATHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2026 BY DESIGN TREE ENGINEERING 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. DATE:LICENSE #: PRINTED NAME:GRIFFIN K. DEMPSEY 6163304-15-26 15 REMOVE WATERMAIN, ADJUST DEPTH FOR PROPOSED GRADE 19 19 16 11 20 20 21 215 10 OH E OH E OHE OH E OH E OH E OHE O H E O H E O H E O H E O H E O H E O H E O H E OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHE NO PARKING NO PARKING NO PARKI N G NO PAR K I N G NO PARKINGNO PARKING19 15 14 11 NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKING23 6 13 18 10 12 12 94 45 18 18 18 18 18 18 18 18 18 18 18 18 295 PROPOSED HEIGHT: 50.50' LOWEST FLOOR ENTRY: 992.27 PROPOSED FFE: 992.27' PARKING INFORMATION PARKING STALLS 414 STALLS ACCESSIBLE STALLS 21 STALLS TOTAL STALLS 435 STALLS SITE LEGEND LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT MILL & OVERLAY PAVEMENT SECTION CONCRETE PAVEMENT CONCRETE SIDEWALK CURB AND GUTTER TIPPED CURB AND GUTTER RETAINING WALL CHAINLINK FENCE WOOD/VINYL (PRIVACY) FENCE PARKING SETBACK BUILDING SETBACK TRAFFIC CONTROL SIGNAGE PAINTED DIRECTIONAL ARROW PAINTED ACCESSIBLE PARKING SYMBOL NOTES: 1. ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. 3. ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN COLOR. 4. ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, SYMBOL, AND SIGNAGE SHALL BE IN ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS. 5. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 6. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 7. CONTRACTOR SHALL PROVIDE A TEMPORARY PEDESTRIAN ACCESS ROUTE PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. 8. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR ANY WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY. 9. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. 1 2 RIBBON CURB B612 CURB AND GUTTER CURB TRANSITION ADA PEDESTRIAN RAMP (SEE DETAILS) TRUNCATED DOMES (SEE DETAILS) CONCRETE SIDEWALK CROSSWALK STRIPING "NO PARKING" SIGN AND BOLLARD "ACCESSIBLE PARKING" SIGN AND BOLLARD PARKING STRIPING 1.5" MILL & OVERLAY RETAINING WALL CONCRETE BOLLARD D412 CURB 24" WHITE STOP BAR 3 4 5 KEY NOTES: 6 7 8 10 11 0'40'80' H U D S O N B L V D N R5.00 'TYP. C201 SITE PLAN 9.0' TYP.24.0'6.0'24.0'R 3 0 . 0 0 ' R 2 0 . 0 0 'R10.00'24.00'68.77' 24.00' 24.00' R 3 5 . 0 0 'R130.00'24.00'18.00' 18.00' TYP. R22.00' 6.00' 22.00'24.00'24.00'20.00'TYP.10 12 12 1 2 3 3 3 9 6 6 6 13 8 9 12 150.00' BUILDING SETBACK 15.00'PARKING SETBACK30.00'BUILDING SETBACKDESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 BAKER ROAD, SUITE 101 MINNETONKA, MINNESOTA 55345 PHONE: 651-379-9090 FAX: 651-379-9091 ISSUES / REVISIONS:LAKE ELMO MEDICAL CENTER ADDITIONPROPOSED ADDITION:8650 HUDSON BLVD, LAKE ELMO, MINNESOTATHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2026 BY DESIGN TREE ENGINEERING 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. DATE:LICENSE #: PRINTED NAME:GRIFFIN K. DEMPSEY 6163304-28-26 14 14 14 14 15 15 6288.14'* NO PUBLIC STREET ROW * 100.00' PARKING SETBACK 15.00' PARKING SETBACK 15.00' PARKING SETBACK 27.06' R5.00' TYP. 27.00' PROPOSED SETBACK 30.00'PARKING SETBACK15.00'PARKING SETBACK30.00'BUILDING SETBACK30.00' BUILDING SETBACK30.00' BUILDING SETBACK 50.00'BUILDINGSETBACK NO PARKINGNO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKING 14NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHEllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 983982 985 986 987988989990 991 992 9 9 3 llllll991.75992.07991.82985.08987.42987.42987.54987.54984.70984.40985.29990.83991.05991.19991.33991.43991.48991.57991.89991.73991.69991.76991.73991.73991.72991.69985.11985.08985.07985.03986.55989.79989.62989.35990.38990.54990.64990.70990.56990.48990.13989.94989.63989.15985.16985.07984.77984.58984.73984.86988.44988.94989.66990.54989.95989.95989.91989.84990.77990.65990.60990.50992.14992.35992.46992.71992.83992.64992.54992.24991.55991.22991.05990.98990.60990.56990.19990.96991.02990.50990.45990.21990.25991.65988.37987.54987.54987.42987.36988.80990.08990.08992.24987.39987.50BW987.50BW987.50991.94TW985.00BW991.94TW988.94BW991.94TW985.22991.35993.76990.05984 9849 8 5 9859 8 6 986987 987988 989 990-2.18%-5.41%-3.04%GRADING LEGEND= EXISTING MAJOR CONTOUR= EXISTING MINOR CONTOUR= EXISTING CONTOUR LABEL= PROPOSED MAJOR CONTOUR= PROPOSED MINOR CONTOUR= PROPOSED CONTOUR LABEL= EXISTING SPOT ELEVATION*= PROPOSED SPOT ELEVATION*= PROPOSED ELEVATION AT TOP OF WALL= PROPOSED ELEVATION AT BOTTOM OF WALL= PROPOSED SURFACE FLOW DIRECTION= CONSTRUCTION LIMITS= FEMA FLOOD ZONE*SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER REVEALS ARE TOFLOWLINE, UNLESS OTHERWISE NOTED.100NOTES:1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWNHEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLESURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FORFIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANYEXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGEDDURING CONSTRUCTION.2.SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE.3.CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00%CROSS SLOPE IN SIDEWALK AREAS.4.DRIVEWAY SLOPES SHALL BE BELOW 10% IN ALL DIRECTIONS.ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, ANDSHALL NOT EXCEED 2.00% SLOPE IN ALL DIRECTIONS.5.PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS.6.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OFCONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OFIN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.7.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENTEDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITYENGINEERS ASSOCIATION OF MINNESOTA.8.IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDYHAS BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDYINCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THESTORMWATER MANAGEMENT BMP(S). THE CONTRACTOR SHALL REVIEWTHE STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCALREQUIREMENTS.9.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS& GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.11.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIEDUTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATEUTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.XX.XX BW12MATCH INTO EXISTING BITUMINOUS PAVEMENTMATCH INTO EXISTING CONCRETEMATCH INTO EXISTING CURB & GUTTERMATCH INTO LIP OF EXISTING CURB & GUTTERGRADE BREAKADA PEDESTRIAN RAMP (SEE DETAILS)DRIVE APRONCONCRETE STEPS 1' TREAD WIDTH & 7" RISERS345KEY NOTES:670'40'80'HUDSON BLVD NC301GRADING PLANBENCHMARK 1: TOP NUT HYDRANTLOCATED SOUTH WEST CORNER OF SITE ENTRANCE. ELEV:978.12BENCHMARK 2:LOCATED SOUTHERN MOST CURB ISLAND IN THE NORTHERN PARKING LOT.ELEV:993.58BENCHMARK 3:LOCATED NORTH SIDE OF NORTHERN PARKING LOT . ELEV:995.61BENCHMARK INFO:3133333188XX.XX TWXX.XX4442DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING6121 BAKER ROAD, SUITE 101MINNETONKA, MINNESOTA 55345PHONE: 651-379-9090 FAX: 651-379-9091ISSUES / REVISIONS:LAKE ELMO MEDICAL CENTER ADDITION PROPOSED ADDITION: 8650 HUDSON BLVD, LAKE ELMO, MINNESOTA THIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTIONOF THE MATERIAL HEREIN WITHOUT WRITTENERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2026 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE:LICENSE #:PRINTED NAME:GRIFFIN K. DEMPSEY6163304-15-26GRADE BREAKWETLANDNWL=978.20 (PER AMIRA SMS 5/5/23)100-YR HWL=981.65 (PER AMIRA SMS 5/5/23)EXISTING PONDNWL = 974.40100-YR HWL = 976.31GRADE BREAK PROPOSED HEIGHT: 50.50'LOWEST FLOOR ENTRY: 992.27PROPOSED FFE: 992.27' NO PARKINGNO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKING 14NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHEllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllll= HYDRANT= CURB STOP= GATE VALVE= SANITARY MANHOLE= CLEANOUT= STORM MANHOLE= CATCH BASIN= BEEHIVE CATCH BASIN= CULVERT APRON= WATER LINE= SANITARY LINE= STORM LINE= DRAINTILEUTILITY LEGENDl>NOTES:1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWNHEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLESURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FORFIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANYEXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGEDDURING CONSTRUCTION.2.CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITYCONNECTION SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING,MECHANICAL, AND ELECTRICAL CONTRACTORS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENTEDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITYENGINEERS ASSOCIATION OF MINNESOTA.4.ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'.5.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALLWATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER.THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.6.SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THEBUILDING FOR UNIT'S CONNECTION.7.SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'.8.SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADEUNLESS OTHERWISE NOTED ON THE PLANS.9.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE(TRACER) WIRE PER MINNESOTA RULES, PART 7560.015010.ALL CONSTRUCTION, MATERIALS, AND TESTING SHALL BE INACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE.11.CONTRACTOR SHALL COORDINATE UTILITY INSPECTIONS WITH LOCALAUTHORITIES HAVING JURISDICTION.12.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIEDUTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATEUTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.DT0'40'80'HUDSON BLVD NBENCHMARK 1: TOP NUT HYDRANTLOCATED SOUTH WEST CORNER OF SITE ENTRANCE. ELEV:978.12BENCHMARK 2:LOCATED SOUTHERN MOST CURB ISLAND IN THE NORTHERN PARKING LOT.ELEV:993.58BENCHMARK 3:LOCATED NORTH SIDE OF NORTHERN PARKING LOT . ELEV:995.61BENCHMARK INFO:HUDSON BLVD NCB #248" ∅RIM=982.50INV(E)=979.5024 LF - 18" RCP @ 0.50%47 LF - 18" RCP @ 0.50%CB #448" ∅RIM=988.79INV(N)=984.55INV(SE)=984.45CB #548" ∅RIM=989.84INV(NW)=984.28INV(E)=984.18CB #648" ∅RIM=991.35INV(N) =980.29CB #748" ∅RIM=993.76INV(W)=980.53CB #848" ∅RIM=990.21INV(W)=981.11INV(S)=981.00CB #948" ∅RIM=990.19INV(E)=981.35CB #1048" ∅RIM=989.50INV(NE)=984.77INV(S)=984.67CB #1148" ∅RIM=989.50INV=985.0035 LF - 12" RCP@ 0.50%UNDERGROUND FILTRATION BASIN47 LF - 12" RCP@ 2.00%30 LF - 12" RCP@ 2.00%31 LF - 18" RCP@ 2.00%12 LF - 18" RCP@ 2.00%CONNECT TO EXISTING 8" PVCSANITARY SEWER SERVICECONNECT TO BUILDING(COORDINATE CONNECTIONW/PLUMBING & MECHANICAL)ADJUST EXISTING SANITARY SEWER MANHOLECASTING TO MATCH FINISHED GRADE83 LF - 12" RCP @ 1.10%INSTALL 8" WATERMAINSERVICEDESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING6121 BAKER ROAD, SUITE 101MINNETONKA, MINNESOTA 55345PHONE: 651-379-9090 FAX: 651-379-9091ISSUES / REVISIONS:LAKE ELMO MEDICAL CENTER ADDITION PROPOSED ADDITION: 8650 HUDSON BLVD, LAKE ELMO, MINNESOTA THIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTIONOF THE MATERIAL HEREIN WITHOUT WRITTENERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2026 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE:LICENSE #:PRINTED NAME:GRIFFIN K. DEMPSEY6163304-15-26C401UTILITY PLANCONNECT TO UNDERGROUNDFILTRATION BMPINV = 984.00CONNECT TO UNDERGROUNDFILTRATION BMPINV = 984.00CONNECT TO UNDERGROUNDFILTRATION BMPINV = 984.00CONNECT TO UNDERGROUNDFILTRATION BMPINV = 984.00CONNECT TO ROOF DRAININV 986.00UNDERGROUNDFILTRATION BASINCONNECT TO UNDERGROUNDFILTRATION BMPINV = 979.30CB #348" ∅RIM=984.58INV(E)=981.58OUTLET INV974.40386 LF- 8" PVC C900 WATERMAIN PROVIDE 8' MIN. COVERPROVIDE 18" MIN.SEPARATION AT CROSSINGCB #148" ∅RIM=982.78INV(E)=979.50CONNECT TO EXISTINGWATERMAINCONNECT TO EXISTINGWATERMAIN8"X8" TEEOCS #248" ∅RIM=990.53INV(E)=979.70OCS #148" ∅RIM=985.17INV(E)=974.60EXISTING PONDNWL = 974.40100-YR HWL = 976.31WETLANDNWL=978.20 (PER AMIRA SMS 5/5/23)100-YR HWL=981.65 (PER AMIRA SMS 5/5/23) NO PARKING NO PARKING NO PARKI N G NO PAR K I N G NO PARKINGNO PARKING14 NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGUGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEOH E OH E OHE OH E OH E OH E OHE O H E O H E O H E O H E O H E O H E O H E O H E OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHElllllllllllllllllllllllllllllllllllllllllllllllllllllll lllllllllllllllll============ * * *9839829859869 87 9 8 8 98 9 990991992993============llllll9849 8 4 985985 986986 987987 988989990- 2 . 1 8% -5.41% -3.04% NOTES: 1.ALL DISTURBED AREAS SHALL BE FINAL GRADED AND PERMANENTLY STABILIZED WITH THE SEED MIX IDENTIFIED ON PLANS. 2.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES PERMIT, MNDOT, AND THE CITY. 3.INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS AND INLETS DOWN GRADIENT OF CONSTRUCTION ACTIVITY. 4.PROVIDE SILT FENCE PERIMETER CONTROL DOWN GRADIENT OF ALL CONSTRUCTION ACTIVITY AND TEMPORARY STOCKPILES. 5.TEMPORARY STABILIZED CONSTRUCTION EXITS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 6.NO OFFSITE VEHICLE TRACKING IS PERMITTED. STREETS SHALL BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. 7.REFER TO THE SWPPP AND THE CITY OF LINO LAKES EROSION CONTROL REQUIREMENTS FOR FURTHER EROSION CONTROL SEQUENCING. 8.IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE STORMWATER MANAGEMENT BMP(S). THE CONTRACTOR SHALL REVIEW THE STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL REQUIREMENTS. 9.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. EROSION CONTROL LEGEND & QUANTITIES: STABILIZED CONSTRUCTION EXIT (1 EA) SILT FENCE (1348 LF) SEDIMENT CONTROL ROLL/LOG (27 LF) MNDOT SEED MIX 25-151 (1.06 AC) INLET PROTECTION (18 EA) NOTE: QUANTITIES SHOWN ARE FOR SWPPP PLAN, AND ARE NOT FOR BIDDING PURPOSES. = ***** 0'40'80' H U D S O N B L V D N INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION SILT FENCE SILT FENCE STABILIZED CONSTRUCTION EXIT INLET PROTECTION INLET PROTECTION SEDIMENT CONTROL ROLL/LOG INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 BAKER ROAD, SUITE 101 MINNETONKA, MINNESOTA 55345 PHONE: 651-379-9090 FAX: 651-379-9091 ISSUES / REVISIONS:LAKE ELMO MEDICAL CENTER ADDITIONPROPOSED ADDITION:8650 HUDSON BLVD, LAKE ELMO, MINNESOTATHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2026 BY DESIGN TREE ENGINEERING 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. DATE:LICENSE #: PRINTED NAME:GRIFFIN K. DEMPSEY 6163304-15-26 C501 EROSION CONTROL PLAN SILT FENCE SILT FENCE VARIABLE WIDTH 2% MAX. CROSS SLOPE 12" DIA. MIN. 3'-6" 6" 3'-6" 1/2" EXPANSION JOINTS AT ADJACENT WALK OR STRUCTURE MN/DOT 3702 CONCRETE SIDEWALK MN/DOT SPEC. 2521, MIX NO. 3F52 CONTRACTION JOINTS PER MN/DOT SPEC. 2521 1/2" EXPANSION JOINT COMPACTED GRANULAR MATERIAL6" 4" GROUND SURFACE 6" DIA. GALVANIZED STEEL TUBING FILLED WITH CONCRETE AND POLY SLEEVE CAST-IN-PLACE CONCRETE FOUNDATION (TYP.) LIGHT DUTY BITUMINOUS PAVEMENT SECTION TYPICAL SIDEWALK DETAIL COMPACTED SUBGRADE -NOTIFY ENGINEER PRIOR TO PLACING AGGREGATE BASE IF ORGANIC MATERIAL IS ENCOUNTERED IN SUBGRADE 8" CLASS 5 AGGREGATE BASE 2" NON-WEARING COURSE (SPNWB330B) TACK COAT 1-1/2" WEARING COURSE (SPWEA340B) NOTES: 1.ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY. CONCRETE FILLED BOLLARD DETAIL BITUMINOUS OVERLAY EXISTING SUBGRADE EXISTING AGGREGATE BASE EXISTING BITUMINOUS PAVEMENT TACK COAT 2" WEARING COURSE (SPWEA240B) SPACE INTENTIONALLY LEFT BLANK6"4'-0"36" OR 48"SEE PLAN60" MIN. - 66" MAX.NOTE: 1.PROVIDE "VAN ACCESSIBLE" (MNMUTCD R7-8bP) SIGN BELOW HANDICAP PARKING SIGN WHERE VAN ACCESSIBLE STALLS ARE INDICATED ON PLANS. 16" DIA. CONC. FOOTING CAULK TO SIDEWALK/PAVEMENT GRADE 6" PIPE W/ CONC. FILL & HDPE BOLLARD COVERS BY G.C. SLEEVE @ SIGNAGE LOCATIONS 2" DOME CONC. SEALANT @ SIGNAGE LOCATIONS 2" SQ. - 12 GA. PERFORATED STEEL SIGN POST BLUE BACKGROUND, FRONT, BACK, AND POST 12" x 18" - 16 GAUGE GALV. STEEL SIGN 1" WHITE HELVETICA MEDIUM LETTERS 1/2" WHITE BORDER ACCESSIBLE PARKING SIGN & POST DETAIL 2'-0" SEE PLANS SEE PLANSSEE PLANS45° SIGNAGE: INSTALL WITHIN 2' MIN AND 8' MAX FROM HEAD OF STALL AS SHOWN ON PLAN NO PARKING STRIPING: PAINT ACCESS AISLE AND AREA BEHIND PARKING SPACE ADJACENT TO BUILDING ENTRY SIDEWALK WITH ANGLED STRIPING AS INDICATED; VERIFY REQUIREMENTS INCLUDING FOREGROUND/BACKGROUND COLORS WITH LOCAL AUTHORITY UNIVERSAL DISABLED SYMBOL: VERIFY REQUIREMENTS INCLUDING COLORS WITH LOCAL AUTHORITY ACCESSIBLE PARKING LAYOUT SIGN PANELS AS SPECIFIED OR AS SHOWN ON THE PLANS OR SIGN LEGEND STREET SIGNS 1.SHALL BE V.I.P. (VISUAL IMPACT PERFORMANCE) REFLECTIVE SHEETING PER MNDOT 3352.2A.2. 2.ATTACH TO SIGN POST WITH 3 8" DRIVE RIVET AND NYLON WASHER 3.INSTALL SO BOTTOM OF SIGN PANEL IS 7' FROM FINISH GRADE SIGN POSTS 1.1-3/4" SQUARE 2.14 GAUGE WITH PUNCHED HOLES. 3.MINIMUM 8 FEET, MAXIMUM 12 FEET LONG. (LENGTH REQUIRED TO BE DETERMINED BY THE SIZE OF THE SIGN PANEL). 4.ATTACHED TO ANCHOR SYSTEM WITH 5/16" BY 2-1/2" GALVANIZED BOLT WITH WASHER AND NUT. 5.SIGN POSTS TO BE LOCATED WITHIN CONCRETE AS DIRECTED BY ENGINEER. ANCHOR SYSTEM IF IN CONCRETE 1.2" SQUARE 2.12 GAUGE. 3.3 FEET LONG. 4.ANCHOR SLEEVE a.2-1/4" SQUARE. b.12 GAUGE. c.18 INCHES LONG. 5.ANCHOR POST AND ANCHOR SLEEVE TO BE INSTALLED PRIOR TO PLACING CONCRETE MEDIAN WITH TWO BOLT HOLES COMPLETELY EXPOSED AND ACCESSIBLE ABOVE MEDIAN GRADE. NOTES: 1.ALL POSTS, HARDWARE, AND ANCHOR SYSTEMS SHALL BE TELESPAR SQUARE TUBE SYSTEMS AS DISTRIBUTED BY UNISTRUT CORPORATION, OR EQUAL. TYPICAL SIGN INSTALLATION DETAIL CONCRETE OR EXISTING GROUND CURB & GUTTER DETAILS NOTES: 1. SEE TYPICAL BITUMINOUS SECTION FOR AGGREGATE BASE SECTION INFORMATION. 2.SEE MNDOT STANDARD PLATES (7000 SERIES) FOR ADDITIONAL DETAILS. RIBBON CURB DETAIL VARIES (SEE PLAN) 7" 1/2" R ON FACE OF CURB SLOPE34" PER FT NOTES: 1. SEE TYPICAL BITUMINOUS SECTION FOR AGGREGATE BASE SECTION INFORMATION. 6" 13-1/2" 1 3 SLOPE34" PER FT 1/2" R 6" 3" R 1/2" R 7" 8"VARIES SEE PLAN TIPPED GUTTER B6 CURB VARIES CURB AND GUTTER MATCH EXISTING 2" SPWEB340B WEAR COURSE OR MATCH THICKNESS WHICHEVER IS GREATER 2" SPNWB330B NON-WEAR COURSE OR MATCH THICKNESS WHICHEVER IS GREATER 2357 TACK COAT BETWEEN LIFTS COMPACTED CLASS 5 AGGREGATE BASE (MATCH EXISTING THICKNESS) MATCH ROAD SLOPE SAW CUT EXISTING BITUMINOUS SURFACE BITUMINOUS STREET REPAIR, CURB & GUTTER INSTALLATION DETAIL CONCRETE TRAILOR PAD PAVEMENT SECTION COMPACTED SUBGRADE -NOTIFY ENGINEER PRIOR TO PLACING AGGREGATE BASE IF ORGANIC MATERIAL IS ENCOUNTERED IN SUBGRADE #4 REBAR 18" O.C. IN EACH DIRECTION 6" 8"CLASS 5 AGGREGATE BASE GEOTEXTILE FABRIC SAND SUBBASE (MNDOT SELECT GRANULAR BORROW)12" 6" CONCRETE - 4500 PSI TOP VIEW SIDE VIEW 2' 4' 4' 8"STRUCTURECONCRETE SPLASH BLOCK 1/2" EXPANSION JOINTS AT ADJACENT WALK OR STRUCTURE MN/DOT 3702 CLASS 5 AGGREGATE BASE 6" 4" 4" 2% SLOPE AWAY FROM BUILDING 4" VARIES SOD EXISTING SIDEWALK EXISTING DOWNSPOUTSTRUCTURE1/2" EXPANSION JOINTS AT ADJACENT WALK OR STRUCTURE MN/DOT 3702 EXISTING DOWNSPOUT SOD EXISTING SIDEWALK VARIES CONCRETE SPLASH BLOCK DETAIL MAXIMUM SPACING 90' CASTING REQUIRED ON CLEANOUT IN PAVEMENT OR UNDEVELOPED AREA. CASTING SHALL BE NEENAH R-1970 SERIES PER TABLE BELOW, OR ACCEPTED EQUAL. PVC THREADED PLUG 3" BELOW CASTING RISER LONG SWEEP BEND COMBINATION WYE END OF LINE CLEANOUT IN LINE CLEANOUT SEWER CLEANOUT CASTING DETAIL NOTES: 1 FOUNDATION MATERIAL - NATURAL OR CRUSHED 1 1/2" ROCK ON ALL WYES AND SERVICE RISER CLEANOUTS. 2 IN WET OR UNSUITABLE MATERIAL, BED ENTIRE SERVICE IN 1-1/2" NATURAL OR CRUSHED ROCK. 1 FOUNDATION MATERIAL (SEE NOTES) CO Ø CASTING # 4"R-1970 6"R-1973-A 8"R-1976 COMPACTED SUBGRADE -NOTIFY ENGINEER PRIOR TO PLACING AGGREGATE BASE IF ORGANIC MATERIAL IS ENCOUNTERED IN SUBGRADE 12" CLASS 5 AGGREGATE BASE 2-1/2" NON-WEARING COURSE (SPNWB330B) TACK COAT 2" WEARING COURSE (SPWEB340B) HEAVY DUTY BITUMINOUS PAVEMENT SECTION NOTES: 1.ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY.4"3 1 SLOPE 3/4" PER FT 1/2" R 1/2" R 7"VARIES SEE PLAN12" TIPPED GUTTER 11 3/4"D4 CURB SPACE INTENTIONALLY LEFT BLANK DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 BAKER ROAD, SUITE 101 MINNETONKA, MINNESOTA 55345 PHONE: 651-379-9090 FAX: 651-379-9091 ISSUES / REVISIONS:LAKE ELMO MEDICAL CENTER ADDITIONPROPOSED ADDITION:8650 HUDSON BLVD, LAKE ELMO, MINNESOTATHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2026 BY DESIGN TREE ENGINEERING 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. DATE:LICENSE #: PRINTED NAME:GRIFFIN K. DEMPSEY 6163304-15-26 C601 CIVIL DETAILS 2" MIN. NOTE: 1.USE METAL SHIMS ONLY AT ADJUSTING RINGS WHEN LEVELING. MIN. OF TWO PRECAST CONC. ADJUSTING RINGS MN/DOT STANDARD PLATE NO. 4010H ECCENTRIC CONE MN/DOT STANDARD PLATE NO. 4005L M.H. STEPS MN/DOT STANDARD PLATE NO. 4180J 16" O.C. RUBBER GASKETED JOINT PRECAST MORTAR INVERT RCP INTEGRAL CAST BASE SECTION MN/DOT STANDARD PLATE NO. 4007C GRANULAR BEDDING 4'-0" 5" WALL VARIES STANDARD DESIGN "F" STORM MANHOLE/CATCH BASIN USE CASTING SHOWN ON CASTING ASSEMBLY TABLE 1/2" R 4"PER PLAN CROSS SLOPE VARIES (NOT TO EXCEED 2.00%) EXPOSED HEIGHT VARIES (SEE GRADING PLAN) 2' BURIED BELOW GRADE COMPACTED GRANULAR MATERIAL FINISHED GROUND (SEE GRADING PLAN) 6" #4 EPOXY COATED REBAR @ 12" OC PROVIDE 3" CLEAR DISTANCE TO END OF CONCRETE PROVIDE 3" CLEAR DISTANCE TO END OF CONCRETE #4 EPOXY COATED REBAR @ 24" OC #4 EPOXY COATED REBAR @12" OC CAST IN PLACE RETAINING WALL AND SIDEWALK 1/2" R 4"PER PLAN CROSS SLOPE VARIES (NOT TO EXCEED 2.00%) EXPOSED HEIGHT VARIES (SEE GRADING PLAN) 2' BURIED BELOW GRADE COMPACTED GRANULAR MATERIAL ADJACENT CAST IN PLACE WALK (SEE GRADING PLAN) 6" #4 EPOXY COATED REBAR @ 12" OC PROVIDE 3" CLEAR DISTANCE TO END OF CONCRETE PROVIDE 3" CLEAR DISTANCE TO END OF CONCRETE #4 EPOXY COATED REBAR @ 24" OC #4 EPOXY COATED REBAR @12" OC EXISTING RETAINING WALL ADJACENT CAST IN PLACE WALL AND WALK CAST-IN-PLACE STAIR WALL W/ HANDRAIL DETAIL 16" 12" 24" #4 DOWEL x 2'-0" LONG @ 12" OC. DRILL AND ADHESIVE MIN 4" INTO CONCRETE WALL VERT DOWEL TO MATCH SIZE AND SPACING OF WALL REINFORCEMENT. PROJECT 2'-0" INTO WALL #4 @ 12" OC HORIZ. #4 @ 12" OC VERT. 8" NOTES: 1.SEE PLANS FOR NUMBER OF RISERS AND ELEVATIONS. RISER HEIGHT AND TREAD DEPTH SHALL COMPLY TO IBC SECTION 1011.5.2. 2.EPOXY COAT REBAR. CONTRACTOR TO PROVIDE HANDRAIL SHOP DRAWINGS FOR REVIEW PRIOR TO ORDERING (2) #5 REBAR 3" CVR. TYP. STAIR TREAD AND SLAB, REFER TO DETAIL. CONCRETE STEPS W/ WALL AND HANDRAIL DETAIL (1) #3 NOSING BAR (TYP.) #4 REBAR WITH LONG BEND #4 BAR @ 24" O.C. EACH WAY 6x6 1.4W/1.4W WWM REINFORCEMENT PER SIDEWALK DETAIL 6x6 1.4W/1.4W WWM REINFORCEMENT PER SIDEWALK DETAIL #4 REBAR @ 24" O.C. 10" 6" MIN 12" 15" 7" 1" 14" 1 1 4" STEEL HAND RAIL WITH GALVANIZED FINISH MOUNT PER MANUFACTURER'S REQUIREMENTS. CONTRACTOR TO PROVIDE HANDRAIL SHOP DRAWINGS FOR REVIEW PRIOR TO ORDERING NOTES: 1.SEE PLANS FOR NUMBER OF RISERS AND ELEVATIONS. RISER HEIGHT AND TREAD DEPTH SHALL COMPLY TO IBC SECTION 1011.5.2. 2.EPOXY COAT REBAR. 3'-0" 15" MIN. HANDRAIL EXTENSION AT BOTTOM OF STAIRWAY SHALL COMPLY TO IBC SECTION 1014.6, AND HAVE A SLOPED EXTENSION THE SAME AS THE TREAD DEPTH BEYOND THE BOTTOM RISER HANDRAIL EXTENSION AT TOP OF STAIRWAY SHALL COMPLY TO IBC SECTION 1014.6, AND SHALL EXTEND HORIZONTALLY NOT LESS THAN 12 INCHES BEYOND THE TOP RISER CAST-IN-PLACE WALL, REFER TO DETAIL 6" DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 BAKER ROAD, SUITE 101 MINNETONKA, MINNESOTA 55345 PHONE: 651-379-9090 FAX: 651-379-9091 ISSUES / REVISIONS:LAKE ELMO MEDICAL CENTER ADDITIONPROPOSED ADDITION:8650 HUDSON BLVD, LAKE ELMO, MINNESOTATHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2026 BY DESIGN TREE ENGINEERING 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. DATE:LICENSE #: PRINTED NAME:GRIFFIN K. DEMPSEY 6163304-15-26 C602 CIVIL DETAILS PUBLIC ROAD PUBLIC ROAD TRAFFIC FLOW 2 SURFACE FLOW RADIUS AS REQUIRED SLASH MULCH, CRUSHED ROCK, SHEET PAD, OR OTHER PER SPECIFICATION 3 4 5 7 SLASH MULCH, CRUSHED ROCK, OR SHEET PAD CONSTRUCTION EXIT SEDIMENT TRAP SURFACE FLOW MIN. LENGTH = 1ENTRANCE WIDTH AS REQUIRED 10 FT.MIN.MIN LENGTH = 610 FT.MIN.ENTRANCE WIDTH AS REQUIRED SEDIMENT TRAP 3 4 2 SLASH MULCH, CRUSHED ROCK, SHEET PAD, OR OTHER PER SPECIFICATION RADIUS AS REQUIRED RUMBLE PAD 75 TAPER EDGES AT 1:1 CORRUGATED STEEL PANELS GEOTEXTILE FABRIC CROSS SLOPE 3% OR FLATTER 6" MIN. DEPTH OF 1" TO 2" CRUSHED ROCK OR SLASH MULCH HIGH STRENGTH GEOTEXTILE FABRIC (TWO LAYERS SEWN TOGETHER TO FORM POCKETS) MIN. 2" DIA. HIGH TENSIL REINFORCED RIBS RUMBLE PAD CONSTRUCTION EXIT RUMBLE PAD SHEET PAD SLASH MULCH OR CRUSHED ROCK 6" MIN. DEPTH OF 1" TO 2" CRUSHED ROCK OR SLASH MULCH GEOTEXTILE FABRIC INPLACE GROUND TAPER EDGES AT 1:1 6" MIN. MAINTENANCE OF CONSTRUCTION EXITS SHALL OCCUR WHEN THE EFFECTIVENESS OF SEDIMENT REMOVAL HAS BEEN REDUCED. MAINTENANCE SHALL CONSIST OF REMOVING SEDIMENT AND CLEANING THE MATERIALS OR PLACING ADDITIONAL MATERIAL (SLASH MULCH OR CRUSHED ROCK) OVER SEDIMENT FILLED MATERIAL TO RESTORE EFFECTIVENESS. MINIMUM LENGTH OF RUMBLE PAD SHALL BE 20 FEET, OR AS REQUIRED TO REMOVE SEDIMENT FROM TIRES. IF SIGNIFICANT SEDIMENT IS TRACKED FROM THE SITE, THE RUMBLE PAD SHALL BE LENGTHENED OR THE DESIGN MODIFIED TO PROVIDE ADDITIONAL VIBRATION. WASH-OFF LENGTH SHALL BE AS REQUIRED TO EFFECTIVELY REMOVE CONSTRUCTION SEDIMENT FROM VEHICLE TIRES. IF A TIRE WASH OFF IS REQUIRED THE CONSTRUCTION EXITS SHALL BE GRADED TO DRAIN THE WASH WATER TO A SEDIMENT TRAP. IF RUNOFF FROM CONSTRUCTION EXITS WILL DRAIN OFF OF PROJECT SITE, PROVIDE SEDIMENT TRAP WITH STABILIZED OVERFLOW. IF RUNOFF FROM DISTURBED AREAS FLOWS TOWARD CONSTRUCTION EXITS, PREVENT RUNOFF FROM DRAINING DIRECTLY TO PUBLIC ROAD OVER CONSTRUCTION EXIT BY CROWNING THE EXIT OR SLOPING TO ONE SIDE. IF SURFACE GRADING IS INSUFFICIENT, PROVIDE OTHER MEANS OF INTERCEPTING RUNOFF. PROVIDE RADIUS OR WIDEN PAD SUFFICIENTLY TO PREVENT VEHICLE TIRES FROM TRACKING OFF OF PAD WHEN LEAVING SITE. MINIMUM LENGTH SHALL BE THE GREATER OF 50 FEET OR A LENGTH SUFFICIENT TO ALLOW A MINIMUM OF 5 TIRE ROTATIONS ON THE PROVIDED PAD. MINIMUM LENGTH SHALL BE CALCULATED USING THE LARGEST TIRE WHICH WILL BE USED IN TYPICAL OPERATIONS. 7 6 5 4 3 2 1 SEE SPECS. 2573 & 3882. NOTES: STABILIZED CONSTRUCTION EXIT DETAILS AA PLAN SECTION A-A EXCAVATED WASHOUT STRUCTURE PLAN SECTION B-B BB STAPLE DETAIL WASHOUT STRUCTURE WITH STRAW BALES NOTE: CAN BE TWO STACKED BALES OR PARTIALLY EXCAVATED TO REACH 3 FT DEPTH BB PLAN SECTION B-B WASHOUT STRUCTURE WITH WOOD PLANKS CONSTRUCTION SPECIFICATIONS 1.LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC. 2.SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP. 3.PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL. 4.PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY. 5.KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED. WOOD FRAME IMPERMEABLE SHEETING IMPERMEABLE SHEETING WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO STAKES STAKE (TYP.) STAKE (TYP.) IMPERMEABLE SHEETING STRAW BALE (TYP.) STAPLES (2 PER BALE) BINDING WIRE STRAW BALE (TYP.) IMPERMEABLE SHEETING 1/8" DIA. STEEL WIRE WOOD OR METAL STAKES (2 PER BALE) SANDBAG IMPERMEABLE SHEETING IMPERMEABLE SHEETING 1:1 OR FLATTER SIDE SLOPE SANDBAG OR EQUIVALENT 10' TYP. 10' TYP.3' TYP. 10' TYP. 2" 4" 3' TYP. 10' TYP. 10' TYP. 3' TYP. 10' TYP. 10' TYP. CONCRETE WASHOUT DETAILS DIRECTION OF RUNOFF FLOW POST (METAL OR WOOD) (2" x 2") WIRE MESH (14-1/2 MIN. GA.)12" MIN.FILTER FABRIC (36" MAX. HT.) NOTES: 1. TYPE OF FENCING TO BE USED SHALL COMPLY WITH MNDOT 3886.1 UNLESS INDICATED OTHERWISE ON PLANS. 2. DIG A 6" x 6" TRENCH ALONG THE INTENDED FENCE LINE. 3. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF TRENCH. 4. WIRE FENCING PER MNDOT SPEC. 3886. WIRE MESH MUST BE A MINIMUM OF 2" INTO THE GROUND AND NO MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. 5. FILTER FABRIC PER MNDOT SPEC. 3886. FABRIC APPARENT OPENING SIZE (AOS) SHALL BE 30 TO 80 IN AREAS OF COARSE GRAINED SOILS, AND 50 TO 80 IN AREAS OF FINE GRAINED SOILS. 6. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. 7. WOOD POSTS MAY BE SPACED UP TO 4 FEET APART IF WIRE MESH IS NOT USED TO SUPPORT THE FABRIC. IF WIRE MESH IS USED TO SUPPORT THE FABRIC STEEL POSTS MAY BE SPACED UP TO 8 FEET APART. SILT FENCE DETAIL DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 BAKER ROAD, SUITE 101 MINNETONKA, MINNESOTA 55345 PHONE: 651-379-9090 FAX: 651-379-9091 ISSUES / REVISIONS:LAKE ELMO MEDICAL CENTER ADDITIONPROPOSED ADDITION:8650 HUDSON BLVD, LAKE ELMO, MINNESOTATHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2026 BY DESIGN TREE ENGINEERING 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. DATE:LICENSE #: PRINTED NAME:GRIFFIN K. DEMPSEY 6163304-15-26 C603 CIVIL DETAILS NOTES: 1 1 3 1:21:2 14.7 5" R8" 12" 4" 2 5 4 USE WHERE INLET DRAINS IN AN AREA WITH SLOPES AT 1:3 or LESS 2 6 5 4 3 6 PERSPECTIVE VIEW FILTER BAG INSERT SEDIMENT CONTROL INLET HAT SILT FENCE RING AND ROCK FILTER BERM POP-UP HEAD 1 TUBE RISER SEE SPECS. 2573, 3137, 3886. ROCK LOG/COMPOST LOG 1/2 W D W 1/ 2 D INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH FLAP POCKET USE REBAR OR STEEL ROD FOR REMOVAL ( FOR INLETS WITH CAST CURB BOX REPLACE ROD WITH WOOD 2" X 4") . EXTEND 10" BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH SECURE TO GRATE WITH WIRE OR PLASTIC TIES MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS FRONT, BACK, AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC. OVERFLOW HOLES (2" X 4" HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS) 2" (CAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX) ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE. BUTT JOINTS 3/16" THICK (MIN.) STEEL COVER 6" DIAMETER POLYETHYLENE D=2" ADJUST LEVEL OF FILTER SOCK TO BE BELOW ROAD SURFACE ELEV. SECTION (UP POSITION) 3/16" THICK (MIN.) STEEL PLATE 3/16" THICK (MIN.) STEEL PLATE TUBE RISER 8" DIA. TYPE 9 MULCH GROUND LINE FLANGES CATCH BASIN/ MANHOLE NOTE: THE SEDIMENT CONTROL BARRIER SHALL BE A METAL OR PLASTIC/POLYETHYLENE RISER SIZED TO FIT INSIDE THE CATCH BASIN/MANHOLE; HAVE PERFORATIONS TO ALLOW FOR WATER INFILTRATION; HAVE AN OVERFLOW OPENING, FLANGES AND A LID/COVER. 5' MIN. LENGTH POST 36" GEOTEXTILE REINFORCED WITH WIRE PLASTIC ZIP TIES (50 LB TENSILE) HOLDS GEOTEXTILE IN PLACE ON ALL POSTS TYPE 9 MULCH GEOTEXTILE ANCHORAGE LAY GEOTEXTILE UNDER TYPE 9 MULCH 12" OUT DROP INLET WITH GRATE DEVICES MUST BE ADJUSTED ACCORDINGLY AS TO NOT CAUSE FLOODING ON ROADWAY THAT WOULD IMPEDE TRAFFIC FLOW. ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3886. FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 10 INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. INSTALLATION NOTES: DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES, MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. THE PLACED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3 INCH SIDE CLEARANCE. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. SOCK HEIGHT MUST NOT BE SO HIGH AS TO SLOW DOWN WATER FILTRATION TO CAUSE FLOODING OF THE ROADWAY. GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137-1; CA-3 GRADATION. STORM DRAIN INLET PROTECTION DETAILS 8"2" 2' - 0" 6" 2 1/2" 2" TUBE RISER FILTER SOCK SECTION (DOWN POSITION) 2.5' MAX SPACING 12" 24" 18" MIN. POST EMBEDMENT 12" 10" - 12" DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 BAKER ROAD, SUITE 101 MINNETONKA, MINNESOTA 55345 PHONE: 651-379-9090 FAX: 651-379-9091 ISSUES / REVISIONS:LAKE ELMO MEDICAL CENTER ADDITIONPROPOSED ADDITION:8650 HUDSON BLVD, LAKE ELMO, MINNESOTATHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2026 BY DESIGN TREE ENGINEERING 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. DATE:LICENSE #: PRINTED NAME:GRIFFIN K. DEMPSEY 6163304-15-26 C604 CIVIL DETAILS UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEOH E OH E OH E OH E OHE OH E OH E O H E O H E O H E O H E O H E O H E O H E O H E OHE OHE OHE OHE OHE OHE OHE OHEOHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHE l l l l l l l lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllN00°00'40"W 176.36N89°35'53"E 175.00 S00°00'40"E 223.25S86°05'47"E 141.01 N00°00'40"W 301.88N89°35'53"E 200.00 N00°00'40"W 483.26N90°00'00"W 683.24 S00°00'00"E 423.69S68°2 4' 4 9 " W 1 0 2 . 8 1 R =2 3 0 .0 0 Δ =3 0 °5 1'3 8 "L =12 3.88CHBRG=S 8 3 °5 1 '0 7 "W C H =12 2.3 9 R = 7 6 8 .5 1 Δ = 3 1° 2 6'3 1" L = 4 2 1.7 3 C H B R G = S 52°53'56"E C H=416.46 R=768.51Δ=3°57'40"L=53.13 S8 4°06'58"E CH=53.12 133.24 54.73 345.27 150.00 123.80299.89N00°00'40"W 435.61lZONE A ZONE AZONE XZONE X 0 40'80' CERTIFICATE OF SURVEY OHE OHE UGE UGE l l LEGEND HYDRANT SANITARY MANHOLE STORM MANHOLE GATE VALVE POWER POLE LIGHT POLE CATCH BASIN SIGN DECIDUOUS TREE CONIFEROUS TREE SHRUB COMMUNICATION PEDESTAL GUY WIRE BOLLARD POWER BOX ELECTRIC METER WOOD FENCE STORM SEWER LINE SANITARY SEWER LINE WATERMAIN OVERHEAD ELECTRIC UNDERGROUND ELECTRIC CONCRETE PAVEMENT BITUMINOUS PAVEMENT AGGREGATE SURFACING LANDSCAPING BUILDING PLATTED & EXISTING LOT LINES EXISTING RIGHT OF WAY EASEMENT LINES BOUNDARY LINE EDGE OF TREE LINE OR WOODS EDGE OF WETLAND/ APRON GAS METER HAND HOLE CERTIFICATE OF SURVEY 1 of 1 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2026 BY DESIGN TREE ENGINEERING I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:P:\000-MISC 26\00026004-LAKE ELMO MEDICAL\SURVEY\CAD\00026004-COS.DWG #### 4/14/2026PREPARED FOR: 00026004 LAKE ELMO MEDICAL 8650 HUDSON BLVD N., LAKE ELMO, MN 55042 CWK JDS 45352 Jonathan D. Schuette 2/23/2026 Surveyor's Note: 1.The underground utilities shown hereon have been located from field survey information and existing record drawings. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated, although he does certify that they are located as accurately as possible from information available. The contractor is responsible to ensure that any existing utilities (shown or not shown) are not damaged during construction. The surveyor has physically located the underground utilities per Gopher State One Call Ticket No. 260340526. 2.Subject property has 455,839 square feet (10.46 acres) more or less. 3.The survey does not constitute a title search by Design Tree Engineering and Land Surveying to determine ownership or easements of record. 4.Elevations based on NADVD88 datum. 5.Some features may have missed due to snow cover. 6.Said described property is located in Zone X (area determined to be outside the 0.2% annual chance floodplain) and Zone A according to Flood Insurance Rate Map Community Panel No. 27163C0335E published by the Federal Emergency Management Agency, effective date of February 3, 2010. 7.The subject property is zoned BP. 8.Individual trees exceeding 6" in diameter were identified in various locations acreoss the site; however, the survey does not depict all individual trees. 1 INCH = 40 FEET = DENOTES FOUND IRON MONUMENT = DENOTES 1/2 INCH DIAMETER BY 18 INCH LONG IRON PIPE MONUMENT SET AND MARKED RLS# 45352, UNLESS NOTED OTHERWISE = DENOTES COMPUTED CORNER LOCATION SOUTHEAST CORNER OF THE SOUTHEAST QUARTER SEC. 33 T29N, R21W (COMPUTED) Legal Description All that part of the Southeast Quarter of the Southeast Quarter of Section 33, Township 29 North, Range 21 West, Washington County, Minnesota, described as follows: Commence at the Southeast corner of said Southeast Quarter; thence North 00 degrees 00 minutes 40 seconds West, along the East line of said Southeast Quarter, a distance of 435.61 feet to the point of beginning; continue thence North 00 degrees 00 minutes 40 seconds West, along said East line, a distance of 483.26 feet; thence North 90 degrees 00 minutes 00 seconds West a distance of 683.24 feet; thence South 00 degrees 00 minutes 00 seconds East a distance of 423.69 feet; thence Westerly 123.88 feet along the arc of non-tangential curve concave to the South whose radius is 230.00 feet and whose chord bears South 83 degrees 51 minutes 07 seconds West; thence South 68 degrees 24 minutes 49 seconds West a distance of 102.81 feet to a point on the Northerly right of way line of Hudson Blvd.; thence Southeasterly, along said Northerly right of way, a distance of 421.73 feet along the arc of a non-tangential curve concave to the Northeast whose radius is 768.51 feet and whose chord bears South 52 degrees 53 minutes 56 seconds East; thence North 00 degrees 00 minutes 40 seconds West a distance of 176.36 feet; thence North 89 degrees 35 minutes 53 seconds East a distance of 175.00 feet; thence South 00 degrees 00 minutes 40 seconds East a distance of 223.25 feet to a point on the Northerly right of way line of Hudson Blvd.; thence Southeasterly, along said Northerly right of way line a distance of 53.13 feet along the arc of a non- tangential curve concave to the North, whose radius is 768.51 feet and whose chord bears South 84 degrees 06 minutes 58 seconds East; continue thence South 86 degrees 05 minutes 47 seconds East a distance of 141.01 feet; thence North 00 degrees 00 minutes 40 seconds West a distance of 301.88 feet; thence North 89 degrees 35 minutes 53 seconds East a distance of 200.00 feet to the point of beginning and there terminating. (Torrens Property - Certificate of Title No. 78304) EAST LINE OF THE SOUTHEAST QUARTER XX RIP RAP BEEHIVE CATCH BASIN YARD LIGHT STUMP SIGN SIGN SIGN MAILBOX BUILDING OVERHANG POB STORM WATER POND HANDICAP PARKING SNOW PILECONNEX BOXES RETAINING WALL CAP #62268 CAP # 4 1 5 7 8 CAP #4 1 5 7 8 CAP #41578 CAP #26724 CAP #15480 CAP #26724 CAP REMAINS CAP #15478 CAP #553131/2" OPEN CAP #62268CAP REMAINS CAP #16099 1/2" OPEN CAP #16099 UTILITY AND INGRESS/EGRESS EASEMENT PER DOC. 1065509 UTILITY AND INGRESS/EGRESS EASEMENT PER DOC. 1065509 PID:3302921440007 OWNER: MLL HIGH POINTE LLC PID:3302921440036 OWNER: EAGLE POINT TOWNOFFICE PARK ASSN PID:3302921440010 OWNER: CITY OF LAKE ELMO PID:3302921330025OWNER: CITY OF LAKE ELMOPID:3302921440005 OWNER: 8980 HUDSON ROAD LLC PID:3302921440003 OWNER: COLLISION CONSULTING SERVICE LLC PID:3302921440042 OWNER: AMIRA LAKE ELMO LLC NO PARKINGNO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKING 14NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHEllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllN00°00'40"W 176.36 S00°00'40"E 223.25 S86°05'47"E 141.01N00°00'40"W 301.88 N89°35'53"E 200.00N00°00'40"W 483.26 N90°00'00"W 683.24S00°00'00"E 423.69S68°24'49"W 102.81R=230.00Δ=30°51'38"L=123.88CHBRG=S83°51'07"WCH=122.39R=768.51Δ=31°26'31"L=421.73CHBRG=S52°53'56"ECH=416.46R=768.51Δ=3°57'40"L=53.13S84°06'58"ECH=53.12133.2454.73345.27150.00123.80299.89 N00°00'40"W 435.61 l PH(1)REPAIR ROOF DRAINSPLASH PAD WITH3"-6" RIVER ROCK3" DEPTH RIVER ROCKPOSITION BETWEENWINDOWSPP(2)EDGINGNS(31)REPAIR SODEDGINGPP(3)NS(7)AJ(6)NS(7)AJ(10)NS(7)NS(7)NS(7)AJ(5)NS(7)PP(2)NS(5)NS(5)ID(6)AP(3)FA(3)AP(3)FA(2)BH(5)SY(1)SY(1)SY(3)SY(1)CF(5)BH(5)SP(3)PH(3)CH(5)RB(4)BL(2)UP(2)BL(2)AG(2)UP(2)CH(2)CH(2)CH(2)SL(2)SL(2)SL(2)AG(2)BL(2)UP(2)BL(2)NV(4)NV(4)ID(10)AG(4)3" DEPTH RIVER ROCK3" DEPTH RIVER ROCK3" DEPTH RIVER ROCK3" DEPTH RIVER ROCK3" DEPTH RIVER ROCK3" DEPTH RIVER ROCKEDGINGNS(7)NS(7)NS(7)3" DEPTH RIVER ROCKAJ(10)DECIDUOUS TREESLANDSCAPE PLANT LEGENDCH2.5" CAL.B&B50'H x 50'WCOMMON HACKBERRYCeltis occidentalisSL2.5" CAL.B&B50'H x 30'WSKYLINE HONEYLOCUSTGleditsia tricanthos var. inermis 'Skycole'ORNAMENTAL TREESPP1.5" CAL.B&B40'H x 7'WPARKLAND PILLAR BIRCHBetula platyphylla 'Jefpark'BL2.5" CAL.B&B50'H x 25'WBOULEVARD LINDENTilia americana 'Boulevard'SY2.5" CAL.B&B60'H x 45'WEXCLAMATION! SYCAMOREPlatanus x acerifolia 'Morton Circle'RB2" CAL.B&B40'H x 30'WRIVER BIRCHBetula nigra1186647PH2" CAL.B&B35'H x 25'WPRAIRIE HORIZON ALDERAlnus hirsuta 'Harbin'4AG2.5" CAL.B&B50'H x 30'WAUTUMN GOLD GINKGOGinkgo biloba 'Autumn Gold'8EVERGREEN TREESAP6' HTB&B50'H x 30'WAUSTRIAN PINEPinus nigraSPB&B40'H x 30'WSCOTCH PINEPinus sylvestrisCFB&B30'H x 15'WCONCOLOR FIRAbies concolorFAB&B40'H x 15'WFAT ALBERT BLUE SPRUCEPicea pungens 'Fat Albert'6' HT6' HT5' HT6355BHB&B30'H x 20'WBLACK HILLS SPRUCEPicea glauca6' HT10SHRUBSID#5 CONT.POT5'H x 7'W16ISANTI DOGWOODCornus sericea 'Isanti'AJPOT5'H x 4'W31AMBER JUBILEE NINEBARKPhysocarpus opulifolius 'Jefam'#5 CONT.UP2" CAL.B&B55'H x 25'W6URBAN PINNACLE BUR OAKQuercus macrocarpa 'JFS-KW3'NS#1 CONT.POT4'H x 2.5'W100NORTHWIND SWITCH GRASSPanicum virgatum 'Northwind'ORNAMENTAL GRASSES-- SYSODGROUNDCOVER (SEE L102)-- CYHARDWOOD MULCH (FOR AROUND TREES NOT IN BEDS)-- LFVINYL EDGING-- CY1-1/2" RIVER ROCKNV#5 CONT.POT20'H x 10'W8NANNYBERRY VIBURNUMViburnum lentagoLANDSCAPE PLANL101Know what'sbelow.before you dig.CallRNLANDSCAPE NOTES:·CONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIED AND MARKED BEFORE STARTING WORK.··CONTRACTOR IS LIABLE FOR ANY DAMAGE TO EXISTING UTILITIES ON SITE ANDRESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE.·CONTRACTOR IS LIABLE FOR ALL DAMAGE RELATED TO CONTRACTORS ACTIVITY ON SITE ANDRESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIRING/REPLACING DAMAGE.·OBTAIN ALL NECESSARY PERMITS FOR PLANTING IN ALL RIGHT-OF-WAY.·COMPLETE WORK PER OWNERS CONSTRUCTION SCHEDULE AND COORDINATE WORK WITHOTHERS ON SITE.·PLANT MATERIAL SHALL COMPLY WITH THE AMERICAN ASSOCIATION OF NURSERYMENSTANDARDS AND BE FREE OF DISEASE AND DAMAGE.··ALL PLANT MATERIALS TO BE WARRANTIED ONE (1) FULL YEAR FROM THE COMPLETION ANDACCEPTANCE BY OWNER, WITH ONE TIME REPLACEMENT.··WATER AND MAINTAIN ALL PLANT MATERIALS UNTIL ACCEPTED BY OWNER.·IF THERE IS A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOW ON THE PLAN COMPAREDTO THE PLANT LEGEND, THE PLAN TAKES PRECEDENCE.·ALL AREAS DISTURBED DURING CONSTRUCTION TO RECEIVE 6" OF TOPSOIL AND SOD UNLESSOTHERWISE SPECIFIED ON PLANS.··VERIFY TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY.··REPLACEMENT TOPSOIL SHOULD BE CLEAN, FREE OF DEBRIS, SHARP OBJECTS, ROCKS ANDWEEDS.··ALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED SMOOTH AND EVEN.·SOD TO BE A KENTUCKY BLUEGRASS SEED VARIETY.··NO GUARANTEE ON SOD EXCEPT SOD THAT IS NOT ACCEPTABLE AT TIME OF INSTALLATION.··STAKE SOD ON SLOPES 3:1 AND GREATER.·PROVIDE BLANKET ON ALL SEEDED AREAS THAT ARE SLOPED. MULCH APPLICATION FOR ALLOTHER SEEDED AREAS SHALL BE HYDROMULCH OR DISCED STRAW DEPENDING ON SEED TYPE.·INSTALL BLACK VINYL EDGING AROUND ALL PLANTING BEDS AS SHOWN ON PLAN.·MULCH TO BE FINELY SHREDDED, UNDYED, HARDWOOD ORGANIC MULCH INSTALLED TO 4"DEPTH.··NO WEED FABRIC BARRIER BENEATH ORGANIC MULCHES.··TREES SHALL HAVE MULCH PULLED BACK 2" FROM BASE OF TRUNK.··NO EDGING AROUND TREES OUTSIDE OF SHRUB BEDS.·ROCK MULCH SHALL BE 1-1/2" DIAMETER WASHED RIVER ROCK INSTALLED TO 3" DEPTH WITHAPPROVED WEED FABRIC BARRIER.·SWEEP AND MAINTAIN ALL PAVEMENT AREAS AFTER LANDSCAPE INSTALLATION IS COMPLETEAND ACCEPTED BY OWNER, DAILY CLEANING TO BE COMPLETED IF REQUIRED BY THEMUNICIPALITY.0SCALE: 1"=40'402080LANDSCAPE REQUIREMENTS·ONE (1) TREE PER 50 LF OF STREET FRONTAGE··615 FT OF STREET FRONTAGE··13 TREES REQUIRED···PROVIDED·FIVE (5) TREES PER ACRE DISTURBED··3.8 ACRES DISTURBED··19 TREES REQUIRED···PROVIDED·PARKING LOT LANDSCAPING··ONE (1) TREE PER 15 STALLS··440 PROPOSED STALLS - 240 EXISTING STALLS··200 STALLS/15··14 TREES REQUIRED···PROVIDED·53 DECIDUOUS TREES PROVIDED··60% OF PROPOSED TREES·7 ORNAMENTAL TREES PROVIDED··8% OF PROPOSED TREES·29 CONFIEROUS TREES PROVIDED··32% OF PROPOSED TREESDATE:LICENSE #:57650ISSUES / REVISIONS:DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING6121 BAKER ROAD, SUITE 101MINNETONKA, MINNESOTA 55345PHONE: 651-379-9090 FAX: 651-379-909104/08/2926SITE PLAN REVIEW 04/08/2026 I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT IAM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.SIGNATURE:____________________JOSHUA D. WILDTPLAN-Type SITE PLANNING & LANDSCAPE ARCHITECTURE Minneapolis, MN info@plan-type.comEXPIRES:06/30/2026NOT FORCONSTRUCTIONLAKE ELMO MEDICAL LAKE ELMO, MINNESOTA SCARIFY & SPREADROOT MASSOVER-EXCAVATE 6"SUBGRADEREMOVE DEAD &BROKEN BRANCHESEXPOSE ROOT FLARE,SET AT FINISH GRADE4" DEPTH MULCHFINISH GRADEPROTECT MAIN LEADER,REMOVE DEAD &BROKEN BRANCHESSTAKE & GUY AS NEEDED4" DEPTH MULCH, DONOT PLACE WITHIN 2"OF TRUNKEXPOSE ROOT FLARE,SET AT FINISH GRADECUT & REMOVE ALLTWINE, BURLAP & WIREBASKET, PLACE ONUNDISTURBED SOILSUBGRADEWRAP TREE, FALLINSTALLATION ONLYFINISH GRADE NO PARKINGNO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKING 14NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGUGE UGE UGE UGE UGE UGE UGE UGEOHEOHEOHEOHEOHEllllllllllllllllllllllllllllllllllllllllllS00°00'00"E 423.69R=230.00Δ=30°51'38"L=123.88CHBRG=S83°51'07"WCH=122.39299.89 PH(1)REPAIR ROOF DRAINSPLASH PAD WITH3"-6" RIVER ROCK3" DEPTH RIVER ROCKPOSITION BETWEENWINDOWSPP(2)EDGINGNS(31)REPAIR SODEDGINGPP(3)NS(7)AJ(6)NS(7)AJ(10)NS(7)NS(7)NS(7)AJ(5)NS(7)PP(2)NS(5)NS(5)ID(6)AP(3)FA(3)AP(3)FA(2)BH(5)SY(1)SY(1)SY(3)SY(1)CF(5)BH(5)SP(3)PH(3)CH(5)RB(4)CHUP(2)BL(2)AG(4)3" DEPTH RIVER ROCK3" DEPTH RIVER ROCK3" DEPTH RIVER ROCK3" DEPTH RIVER ROCK3" DEPTH RIVER ROCK3" DEPTH RIVER ROCKEDGINGNS(7)NS(7)NS(7)3" DEPTH RIVER ROCKAJ(10)NO PARKINGNO PARKING NO PARKINGNO PARKINGNO PARKINGNO PARKINGUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEllllllllllllllllllllllllllllllllllS00°00'40"E 223.25 S86°05'47"E 141.01N00°00'40"W 301.88R=768.51Δ=3°57'40"L=53.13S84°06'58"ECH=53.12ll(6)SY(1)SY(3)SY(1)(5)BL(2)UP(2)BL(2)AG(2)UP(2)CH(2)CH(2)CH(2)SL(2)SL(2)SL(2)AG(2)BL(2)UP(2)BL(2)NV(4)NV(4)ID(10)LANDSCAPE PLANL102N0SCALE: 1"=20'201040L102.2: PARKING LOTPLAN DETAILL102.1:BUILDINGPLAN DETAILDATE:LICENSE #:57650ISSUES / REVISIONS:DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING6121 BAKER ROAD, SUITE 101MINNETONKA, MINNESOTA 55345PHONE: 651-379-9090 FAX: 651-379-909104/08/2926SITE PLAN REVIEW 04/08/2026 I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT IAM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.SIGNATURE:____________________JOSHUA D. WILDTPLAN-Type SITE PLANNING & LANDSCAPE ARCHITECTURE Minneapolis, MN info@plan-type.comEXPIRES:06/30/2026NOT FORCONSTRUCTIONLAKE ELMO MEDICAL LAKE ELMO, MINNESOTA N0SCALE: 1"=20'201040 NO PARKINGNO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKING 14NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHEllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllN00°00'40"W 176.36 S00°00'40"E 223.25 S86°05'47"E 141.01N00°00'40"W 301.88 N89°35'53"E 200.00N00°00'40"W 483.26 N90°00'00"W 683.24S00°00'00"E 423.69S68°24'49"W 102.81R=230.00Δ=30°51'38"L=123.88CHBRG=S83°51'07"WCH=122.39R=768.51Δ=31°26'31"L=421.73CHBRG=S52°53'56"ECH=416.46R=768.51Δ=3°57'40"L=53.13S84°06'58"ECH=53.12133.2454.73345.27150.00123.80299.89 N00°00'40"W 435.61 l REPAIR ROOF DRAINSPLASH PAD WITH3"-6" RIVER ROCK3" DEPTH RIVER ROCKPOSITION BETWEENWINDOWSEDGINGREPAIR SODEDGING3" DEPTH RIVER ROCK3" DEPTH RIVER ROCK3" DEPTH RIVER ROCK3" DEPTH RIVER ROCK3" DEPTH RIVER ROCK3" DEPTH RIVER ROCKEDGING3" DEPTH RIVER ROCK-- SYSODGROUNDCOVER (SEE L102)-- CYHARDWOOD MULCH (FOR AROUND TREES NOT IN BEDS)-- LFVINYL EDGING-- CY1-1/2" RIVER ROCKKnow what'sbelow.before you dig.CallRNIRRIGATION NOTES:·IRRIGATE ENTIRE SITE, DESIGN SHOULD ENCOMPASS ALLLANDSCAPE AREAS WITH SOD AND PLANTINGS.··MINIMIZE OVERSPRAY ON BUILDINGS ANDPAVEMENT.··DRIP IRRIGATION TO BE PROVIDED FOR ALLLANDSCAPE BEDS.·CONTRACTOR TO REVIEW MECHANICAL AND ELECTRICALPLANS FOR WATER STUB OUT AND ELECTRICALLOCATIONS.··CONTRACTOR TO VERIFY WATER STUB OUT SIZE ISSUFFICIENT, NOTIFY OWNER OF ANY DEFICIENCY.··CONTRACTOR TO VERIFY CONTROLLER LOCATIONWITH OWNER BEFORE INSTALLATION.··RPZ BACKFLOW PREVENTER TO BE USED AT WATERSTUB OUT.··PREFERRED CONTROLLER SHOULD BE A WATERSENSEWEATHER BASED IRRIGATION CONTROLLER (WBIC).·CONTRACTOR TO HAVE ALL UTILITIES ON SITE VERIFIEDAND MARKED BEFORE STARTING WORK.··CONTRACTOR IS LIABLE FOR ANY DAMAGE TOEXISTING UTILITIES ON SITE AND RESPONSIBLE FORTHE COSTS ASSOCIATED WITHREPAIRING/REPLACING DAMAGE.·CONTRACTOR TO COORDINATE WITH GENERALCONTRACTOR IN ORDER TO PROVIDE ALL PVC SLEEVESAT A DEPTH OF 2'-0" BELOW FINISHED GRADE. MARKLOCATIONS OF PLACED PVC SLEEVES.·CONTRACTOR TO PLACE MAIN LINES MINIMUM 1'-6"BELOW FINISH GRADE, LATERAL LINES MINIMUM 1'-0'BELOW FINISH GRADE.·WIRES TO BE MINIMUM 16 AWG SOLID COPPER. SPLICEONLY AT BOXES WITH MOISTURE RATED CONNECTORS.·VALVES BOXES AND COVERS SHOULD BE BEST COLOR TOMATCH WITH SURROUNDING LANDSCAPE.··BOXES TO BE SET ON A BASE OF 3" MINIMUM DEPTH3/4" CLEAR GRAVEL.··PLACE BOXES IN LANDSCAPE BEDS WHEN POSSIBLE.·TRENCH BACKFILL TO BE CLEAN, FREE OF DEBRIS, SHARPOBJECTS AND ROCKS.·CONTRACTOR TO PROVIDE AS-BUILT DRAWINGS TOOWNERS UPON COMPLETION OF WORK.0SCALE: 1"=40'402080DATE:LICENSE #:57650ISSUES / REVISIONS:DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING6121 BAKER ROAD, SUITE 101MINNETONKA, MINNESOTA 55345PHONE: 651-379-9090 FAX: 651-379-909104/08/2926SITE PLAN REVIEW 04/08/2026 I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT IAM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.SIGNATURE:____________________JOSHUA D. WILDTPLAN-Type SITE PLANNING & LANDSCAPE ARCHITECTURE Minneapolis, MN info@plan-type.comEXPIRES:06/30/2026NOT FORCONSTRUCTIONLAKE ELMO MEDICAL LAKE ELMO, MINNESOTA GROUND COVERPLANL103 UGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHElllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllN00°00'40"W 176.36 N89°35'53"E 175.00S00°00'40"E 223.25 S86°05'47"E 141.01N00°00'40"W 301.88 N89°35'53"E 200.00 N00°00'40"W 483.26 N90°00'00"W 683.24S00°00'00"E 423.69S68°24'49"W 102.81R=230.00Δ=30°51'38"L=123.88CHBRG=S83°51'07"WCH=122.39R=768.51Δ=31°26'31"L=421.73CHBRG=S52°53'56"ECH=416.46R=768.51Δ=3°57'40"L=53.13S84°06'58"ECH=53.12133.2454.73345.27150.00123.80299.89 N00°00'40"W 435.61 lDT34DT89DT17DT16DT15DT18DT19DT22DT23DT20DT21DT25DT24DT26DT28DT27DT29DT30DT31DT32DT33CT41CT40CT39CT38DT37DT36DT35DT42DT43DT44DT45CT46CT47DT59CT49CT48CT50CT51CT60DT90DT91DT92CT88DT93DT94DT95DT96CT87CT86CT85CT84DT83CT80CT82CT79CT78DT77CT63CT64DT67CT66CT68CT65CT62CT61DT69CT76DT71CT72CT73CT74CT75DT58DT57DT56DT55DT54DT53DT52CT81XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPROTECT TREE DURING CONST.PROTECT TREE DURING CONST.PROTECT TREE DURING CONST.PROTECT TREES DURING CONST.PROTECT TREES DURING CONST.PROTECT TREES DURING CONST.PROTECT TREES DURING CONST.PROTECT TREE DURING CONST.Know what'sbelow.before you dig.CallRN0SCALE: 1"=40'402080TREE REMOVAL NOTES:·1,180 CAL. INCHES OF TREES ON SITE··UP TO 30% REMOVAL ALLOWABLE··354 CAL. INCHES REMOVAL ALLOWED···803 CAL. INCHES REMOVAL PROPOSED··449 CAL. INCHES EXCESS REMOVAL··225 CAL. INCHES OF TREE REPLACEMENT REQUIRED···226" PROVIDEDDATE:LICENSE #:57650ISSUES / REVISIONS:DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING6121 BAKER ROAD, SUITE 101MINNETONKA, MINNESOTA 55345PHONE: 651-379-9090 FAX: 651-379-909104/08/2926SITE PLAN REVIEW 04/08/2026 I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT IAM A DULY LICENSED LANDSCAPEARCHITECT UNDER THE LAWS OF THESTATE OF MINNESOTA.SIGNATURE:____________________JOSHUA D. WILDTPLAN-Type SITE PLANNING & LANDSCAPE ARCHITECTURE Minneapolis, MN info@plan-type.comEXPIRES:06/30/2026NOT FORCONSTRUCTIONLAKE ELMO MEDICAL LAKE ELMO, MINNESOTA TREE REMOVALPLANL104 PROPERTY LINENO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHElllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllHUDSON BLVD 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0.10.20.20.30.30.30.30.30.40.40.40.40.40.40.40.40.40.40.30.20.20.20.20.20.20.20.30.10.20.20.30.40.40.40.40.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.20.20.20.20.20.20.20.20.30.40.40.40.40.40.40.30.30.30.20.20.10.10.30.40.40.40.40.40.40.40.30.30.30.30.30.30.30.30.30.30.20.20.20.10.10.10.10.10.00.01K-12Ob-13Kb-14Kb-15P-16WA7Kb-18WA9Kb-110Qb-111Qb-112WA13WA14N-115L-216L-217L-218L-219L-221Mb-222Mb-223Mb-224Jb-125Jb-126L-227L-229L-230L-232Jb-138Jb-139Jb-128L-231G-240Jb-120L-137Jb-1LUMINAIRE SCHEDULESYMBOLQTYLABELARRANGEDLLFDESCRIPTIONBUG RATING1G-2Back-Back0.900NEW AREA FIXT EXIST LOCATION 36W LED 5M 27'-0 MTG HT (4000K/6141 LUMENS) LSI VALS-06L-5M-40K7B3-U0-G17Jb-1Single0.900NEW BASE, POLE & AREA FIXT 54W LED 3W IS 27'-0 MTG HT (40000K/6401 LUMENS) LSI VALS-09L-3W-40K7-ISB1-U0-G31K-1Single0.900NEW AREA FIXT EXIST LOCATION 91W LED 3W 27'-0 MTG HT (40000K/12761 LUMENS) LSI VALS-15L-3W-40K7B2-U0-G44Kb-1Single0.900NEW BASE, POLE & AREA FIXT 91W LED 3W 27'-0 MTG HT (40000K/12761 LUMENS) LSI VALS-15L-3W-40K7B2-U0-G41L-1Single0.900NEW AREA FIXT EXIST LOCATION 54W LED 5WQ 27'-0 MTG HT (40000K/8640 LUMENS) LSI VALS-09L-5QW-40K7B4-U0-G210L-2Back-Back0.900NEW AREA FIXT EXIST LOCATION 54W LED 5WQ 27'-0 MTG HT (40000K/8640 LUMENS) LSI VALS-09L-5QW-40K7B4-U0-G23Mb-2Back-Back0.900NEW BASE, POLE & AREA FIXT 36W LED 5Q 27'-0 MTG HT (4000K/5917 LUMENS) LSI VALS-06L-5Q-40K7B3-U0-G11N-1Single0.900NEW AREA FIXT EXIST LOCATION 36W LED 4M 27'-0 MTG HT (40000K/5525 LUMENS) LSI VALS-06L-4M-40K7B1-U0-G21Ob-1Single0.900NEW BASE, POLE & AREA FIXT 74W LED 3W IS 27'-0 MTG HT (40000K/8710 LUMENS) LSI VALS-12L-3W-40K7-ISB1-U0-G31P-1Single0.900NEW AREA FIXT EXIST LOCATION 54W LED 3W 27'-0 MTG HT (40000K/7739 LUMENS) LSI VALS-09L-3W-40K7B1-U0-G32Qb-1Single0.900NEW BASE, POLE & AREA FIXT 91W LED 4W 27'-0 MTG HT (40000K/11924 LUMENS) LSI VALS-15L-4W-40K7B1-U0-G44WASingle0.900NEW WALL PACK FIXT EXIST LOCATION LSI WPSLS-02L-40B1-U0-G0CALCULATION SUMMARYLABELAVGMAXMINAVG/MINMAX/MIN# PTSALL CALC POINTS 6'-0 AFG0.693.00.0N.A.N.A.4879EAST PROPERTY LINE LOWER0.260.40.0N.A.N.A.38EAST PROPERTY LINE UPPER0.220.30.12.203.0058NORTH PROPERTY LINE 10.350.40.21.752.0022NORTH PROPERTY LINE 20.290.40.12.904.0029NORTH PROPERTY LINE 30.280.40.12.804.0046WEST PROPERTY LINE 10.260.40.0N.A.N.A.28MAIN PARKING1.832.60.36.108.67828PERIMETER PARKING LOWER1.302.90.62.174.83324ENGINEER SEALREVISIONSCADAGISHEET DESCRIPTION ENGINEER INFOSHEET#: REV #:1111 HIGHWAY 25 NORTHSUITE 201BUFFALO MN 55313PH:763.684.1548FAX:763.682.9048DATEINITDESCRIPTION#PROPOSEDPHOTOMETRICPLAN2SL2.0C.D.HEANERC.D.HEANERPROJECT INFOPROJECT #ISSUE DATEDESIGN LEVELBASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONSSHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECTMUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELDCONDITIONS.THE LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROMLABORATORY DATA TAKEN UNDER THE CONTROLLED CONDITIONS UTILIZINGCURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATINGENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANYMANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE,TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS.FOR ADDITIONAL LIGHTING INFORMATION CONTACT:PH: 763.684.15481PROPOSED PHOTOMETRIC PLANSCALE: 1"= 50'-0"0'50'100'1LAKE ELMOMEDICAL CENTER8650 HUDSON BLVD NLAKE ELMO, MN 5504204.23.2026CDHADDRESSED P.L. SPILLMAX .40 FC104.08.2026NDESIGN NOTES:PHOTOMETRICS BASED ON LAKE ELMO ORDINANCES.SECTIONS 105.04-III LIGHTING GLARE CONTROL, & EXTERIOR LIGHTINGSTANDARDS, AND ORDINANCE 97-17.PHOTOMETRIC POINTS ARE ON A 10 X 10 GRID & 6'-0 AFG.MAX OF 3.0 F/C ON SITE.PROPERTY LINE SPILL LIMITED TO .4 F/C.LIGHT FIXTURE MOUNTING HEIGHT 27'-0"AND ARE FULL CUTOFF,4000K COLOR TEMP. ENGINEER SEALREVISIONSCADAGISHEET DESCRIPTIONSHEET#: REV #:1111 HIGHWAY 25 NORTHSUITE 201BUFFALO MN 55313PH:763.684.1548FAX:763.682.9048DATEINITDESCRIPTION#FIXTURESPECIFICATIONSHEETS,POLE & BASEDETAILSNASL2.1C.D.HEANERPROJECT #ISSUE DATEDESIGN LEVELBASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONSSHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECTMUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELDCONDITIONS.THE LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROMLABORATORY DATA TAKEN UNDER THE CONTROLLED CONDITIONS UTILIZINGCURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATINGENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANYMANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE,TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS.FOR ADDITIONAL LIGHTING INFORMATION CONTACT:PH: 763.684.1548C.D.HEANERENGINEER INFO 1LAKE ELMOMEDICAL CENTER8650 HUDSON BLVD NLAKE ELMO, MN 5504204.23.2026CDHADDRESSED P.L. SPILLMAX .40 FC104.08.2026LIGHT FIXTUREREFERENCE SPEC SHEETSFOR POLE CONFIGURATIONCONCRETE POLE BASEFINISH GRADE27'-0"1SPECIFICATION SHEET23FIXTURE TYPE Jb-1, Kb-1, K-1, L-2, Lb-2SPECIFICATION SHEETPOLE TYPE Jb-1, Kb-1, Lb-2SPECIFICATION SHEETFIXTURE TYPE WA4SPECIFICATION SHEETPOLE DETAIL Jb-1, Kb-1, Lb-2POLE BASE DETAIL (TYPICAL)SCALE: NTS5FINISH GRADEDIMENSION SCHEDULEX=TBDY=TBDZ=TBD**THIS POLE FOOTING DETAIL IS TYPICAL, FOR INFORMATIONAL PURPOSES ONLY;ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATIONWITH CONSIDERATION TO ACTUAL REQUIRED SEISMIC, SOIL, WIND LOAD CONDITIONS, ETC.LIGHT POLEGROUND LUG INSIDE POLEOPPOSITE HANDHOLEPROVIDE BUSHINGON CONDUITSBASE PLATE COVER1" FORMED CHAMFER3'-0"MIN24"MINCOPPER CLADGROUND RODX'Y'ZDIA.PROJECT INFO SOUTH ELEVATION3A301SCALE: 1/8" = 1'-0"GRAPHIC SCALE016842EAST ELEVATION2A301SCALE: 1/8" = 1'-0"GRAPHIC SCALE016842MATERIAL KEYNOTESOVERALL EAST ELEVATION1A301SCALE: 3/32" = 1'-0"GRAPHIC SCALE016842© ISSUES / REVISIONS:DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 BAKER ROAD, SUITE 101 MINNETONKA, MINNESOTA 55345 PHONE: 651-379-9090 FAX: 651-379-9091 LAKE ELMO MEDICAL CENTER ADDITION PROPOSED ADDITION: 8650 HUDSON BLVD, LAKE ELMO, MINNESOTAA301 WEST ELEVATION2A302SCALE: 1/8" = 1'-0"GRAPHIC SCALE016842NORTH ELEVATION3A302SCALE: 1/8" = 1'-0"GRAPHIC SCALE016842MATERIAL KEYNOTESOVERALL WEST ELEVATION1A302SCALE: 3/32" = 1'-0"GRAPHIC SCALE016842© ISSUES / REVISIONS:DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 BAKER ROAD, SUITE 101 MINNETONKA, MINNESOTA 55345 PHONE: 651-379-9090 FAX: 651-379-9091 LAKE ELMO MEDICAL CENTER ADDITION PROPOSED ADDITION: 8650 HUDSON BLVD, LAKE ELMO, MINNESOTAA302 SIGN TYPE: SIGN SQUARE FEET SCALE: 1:300 Interior Signage Lake Elmo Medical T. Butkiewicz J. Raso Project: Client: ProjectManager: Drawn By: Lake_Elmo_Medical_Sign_Square_Feet_R1.ai 03.17.26 04.01.26 J. Raso File Name: Revised Date: Origin Date: Revision By: X ApprovedAs Is ApprovedWith Changes Please Changeand Resubmit PLEASE EMAIL OR FAX YOUR APPROVAL BACK www.sddisigns.com P. 952-224-9906 | F. 952-224-9909 17125 ADELMANN ST. SE PRIOR LAKE, MN 55372 This drawing is the sole property of SDDI Sign Systems. All rights to use and/or reproduce are reserved. Actual dimensions may vary slightly due to practical limitations with fabrication. Photographic representations of the proposed signage are for presentation only and may not be to scale. Colors will be printed as is, unless a specific color (i.e. Pantone Number, Sherwin Williams, or hard sample) is provided. SOUTH ELEVATION1 A1 SCALE: 1/8" = 1'-0" GRAPHIC SCALE 0 16 8 42 © ISSUES / REVISIONS:DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING6121 BAKER ROAD, SUITE 101MINNETONKA, MINNESOTA 55345PHONE: 651-379-9090 FAX: 651-379-9091LAKE ELMO MEDICAL CENTER ADDITIONPROPOSED ADDITION:8650 HUDSON BLVD, LAKE ELMO, MINNESOTAA1 CITY CODE: THE TOTAL PERMITTED SIGN SURFACE AREA OF ALL WALL SIGNS ON A FACADE SHALL NOT EXCEED 1.5 SQUARE FEET OF SIGNAGE FOR EACH LINEAL FOOT OF BUILDING FRONTAGE THAT IS COTERMINOUS WITH THE OCCUPANCY TO WHICH THE SIGN REFERS, UNLESS A DIFFERENT AMOUNT ALLOCATED TO THE BUILDING OCCUPANT IS IDENTIFIED IN AN APPROVED COMPREHENSIVE SIGN PLAN PURSUANT TO SUBSECTION (i) OF THIS SECTION. IN ADDITION, NO INDIVIDUAL WALL SIGN SHALL EXCEED 100 SQUARE FEET IN AREA. XXXXX NEUROLOGICAL XXXXX DERMATOLOGY HUDSON PHYSICIANS 31 ft. 2 in. Height from Grade 64.21 SF 31 ft. 2 in.62.52 SF 31 ft. 2 in.58.83 SF LAKE ELMO MEDICAL CENTER 26 ft. 4.5 in.82 SF URGENT CARE 11 ft. 3.625 in.14.75 SF Size Total: 282.31 SF 284ft x 1.5=426 SF ALLOWED 31 ft - 2 in 26 ft - 4 1/2 in 284 ft - 3 3/4 in 11 ft - 3 5/8 in SIGN TYPE: SIGN SQUARE FEET SCALE: 1:300 Interior Signage Lake Elmo Medical T. Butkiewicz J. Raso Project: Client: ProjectManager: Drawn By: Lake_Elmo_Medical_Sign_Square_Feet_R1.ai 03.17.26 04.01.26 J. Raso File Name: Revised Date: Origin Date: Revision By: X ApprovedAs Is ApprovedWith Changes Please Changeand Resubmit PLEASE EMAIL OR FAX YOUR APPROVAL BACK www.sddisigns.com P. 952-224-9906 | F. 952-224-9909 17125 ADELMANN ST. SE PRIOR LAKE, MN 55372 This drawing is the sole property of SDDI Sign Systems. All rights to use and/or reproduce are reserved. Actual dimensions may vary slightly due to practical limitations with fabrication. Photographic representations of the proposed signage are for presentation only and may not be to scale. Colors will be printed as is, unless a specific color (i.e. Pantone Number, Sherwin Williams, or hard sample) is provided. CITY CODE: THE TOTAL PERMITTED SIGN SURFACE AREA OF ALL WALL SIGNS ON A FACADE SHALL NOT EXCEED 1.5 SQUARE FEET OF SIGNAGE FOR EACH LINEAL FOOT OF BUILDING FRONTAGE THAT IS COTERMINOUS WITH THE OCCUPANCY TO WHICH THE SIGN REFERS, UNLESS A DIFFERENT AMOUNT ALLOCATED TO THE BUILDING OCCUPANT IS IDENTIFIED IN AN APPROVED COMPREHENSIVE SIGN PLAN PURSUANT TO SUBSECTION (i) OF THIS SECTION. IN ADDITION, NO INDIVIDUAL WALL SIGN SHALL EXCEED 100 SQUARE FEET IN AREA. iSPINE HIGH POINTE SURGERY CENTER MINNESOTA UROLOGY 40 ft. Height from Grade 17.31 SF 40 ft.89.15 SF 40 ft.61.25 SF Size Total: 167.71 SF EAST ELEVATION1 A2 SCALE: 1/8" = 1'-0" GRAPHIC SCALE 0 16 8 42 EAST ELEVATION (CONT.)2 A2 SCALE: 1/8" = 1'-0" GRAPHIC SCALE 0 16 8 42 © ISSUES / REVISIONS:DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING6121 BAKER ROAD, SUITE 101MINNETONKA, MINNESOTA 55345PHONE: 651-379-9090 FAX: 651-379-9091LAKE ELMO MEDICAL CENTER ADDITIONPROPOSED ADDITION:8650 HUDSON BLVD, LAKE ELMO, MINNESOTAA2 40 ft 183ft x 1.5=274 SF ALLOWED 183 ft - 5 1/2 in CHANNEL LETTERS 3” DEEP FACE LIT CHANNEL LETTERS RACEWAY MOUNTED TO BUILDING RACEWAY PAINTED TO MATCH BUILDING COLORS: PMS TBD DETAILS FACE COLOR: WHITE FONT: HELVETICA REGULAR TRIM COLOR: BLACK RETURN COLOR: BLACK MOUNTING RACEWAY MOUNTED TO BUILDING NOTES - ELECTRICAL BY OTHERS SIGN TYPE: CHANNEL LETTERS SCALE: 1:20 SIDE VIEW RACEWAY MOUNT CHANNEL LETTER WHITE TRANSLUCENT ACRYLIC FACES ALUMINUM BACKS LED ILLUMINATION ALUMINUM RETURNS 1/4” Ø DRAIN HOLES TRIM CAP RACEWAY CONFIGURATION TBD PRIMARY POWER TO LETTERS BY OTHERS (VOLTAGE TBD) TRANSFORMER Interior Signage Lake Elmo Medical T. Butkiewicz J. Raso Project: Client: ProjectManager: Drawn By: Lake_Elmo_Medical_Sign_Square_Feet_R1.ai 03.17.26 04.01.26 J. Raso File Name: Revised Date: Origin Date: Revision By: X ApprovedAs Is ApprovedWith Changes Please Changeand Resubmit PLEASE EMAIL OR FAX YOUR APPROVAL BACK www.sddisigns.com P. 952-224-9906 | F. 952-224-9909 17125 ADELMANN ST. SE PRIOR LAKE, MN 55372 This drawing is the sole property of SDDI Sign Systems. All rights to use and/or reproduce are reserved. Actual dimensions may vary slightly due to practical limitations with fabrication. Photographic representations of the proposed signage are for presentation only and may not be to scale. Colors will be printed as is, unless a specific color (i.e. Pantone Number, Sherwin Williams, or hard sample) is provided. XXXXX NEUROLOGICAL XXXXX DERMATOLOGY LAKE ELMO MEDICAL CENTER iSPINE HUDSON PHYSICIANS HIGH POINTE SURGERY CENTER MINNESOTA UROLOGY 24" 24" 24" 24" 24" 24" 24" 7 1/2" 353" 492" 103 7/8" 534 7/8" 367 1/2" 3"385 1/4" 375 1/8" 15" 141 5/8" ABCDEABCDEFGH12345SUITE 104SUITE 101SUITES 102 & 103SHAREDLOBBY© ISSUES / REVISIONS:DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 BAKER ROAD, SUITE 101 MINNETONKA, MINNESOTA 55345 PHONE: 651-379-9090 FAX: 651-379-9091 LAKE ELMO MEDICAL CENTER ADDITION PROPOSED ADDITION: 8650 HUDSON BLVD, LAKE ELMO, MINNESOTA1ST LEVEL SPACE PLAN1A1011/8"=1'-0"A101 ABCDEABCDEFGH12345SHAREDLOBBYSUITE 201SUITE 202© ISSUES / REVISIONS:DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 BAKER ROAD, SUITE 101 MINNETONKA, MINNESOTA 55345 PHONE: 651-379-9090 FAX: 651-379-9091 LAKE ELMO MEDICAL CENTER ADDITION PROPOSED ADDITION: 8650 HUDSON BLVD, LAKE ELMO, MINNESOTA2ND LEVEL SPACE PLAN1A2011/8"=1'-0"A201 ABCDEABCDEFGH12345PATIOLOUNGE© ISSUES / REVISIONS:DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 6121 BAKER ROAD, SUITE 101 MINNETONKA, MINNESOTA 55345 PHONE: 651-379-9090 FAX: 651-379-9091 LAKE ELMO MEDICAL CENTER ADDITION PROPOSED ADDITION: 8650 HUDSON BLVD, LAKE ELMO, MINNESOTA3RD LEVEL SPACE PLAN1-1/8"=1'-0"A301 Memorandum 800 Washington Avenue North, Suite 207 Minneapolis, MN 55401 April 24, 2026 TO : SOPHIA JENSEN FROM: SARAH EVENSON, PLA RE: 8650 HUDSON BLVD HIGH POINTE MEDICAL CUP: LANDSCAPE & TREE PRESERVATION MEMO SUBMITTALS 1. CUP Submittal, dated April 9, 2025, received April 13, 2026. REVIEW HISTORY 1. April 24, 2026 – CUP Landscape and Tree Preservation Plan Review LOCATION: 8650 Hudson Blvd N. CURRENT LAND USE CATEGORY: Business Park PUD ADJACENT AND SURROUNDING LAND USE: Business Park (BP) PUD to the north and south. High density residential (HDR) to the east. HDR PUD to the west. SPECIAL LANDSCAPE PROVISIONS: none TREE PRESERVATION PLAN: 105. 12. 470 • A revised tree preservation plan will need to be submitted to meet code, including, but not limited to: o The tree preservation plan needs to show all areas to be graded and the limits of land disturbance, along with proposed structures and impervious surfaces. Please add proposed plan to the tree preservation plan. o Trees to be preserved and protected need to be shown at the size of their critical root zone (CRZ) at 1 foot per inch of tree diameter. Tree protection fencing must be shown on the plans and installed outside of that CRZ. If grading is proposed within the CRZ of a tree to be preserved, it may not be eligible for preservation and calculations will need to be redone. o Removals must be classified separately by Evergreen, Hardwood, and Common trees. The 30% removal calculation applies for each category individually, and trees must be replaced accordingly. Edit the Tree Removal Notes on sheet L104 to add up how many inches of evergreen, hardwood, and common trees exist on site, the inches of each categor y that are allowed to be removed, how many diameter inches of each category are proposed to be removed, and the resulting inches required to be replaced (where removals over 30% are proposed). Tree removals over the allowable 30% removal limit shall be replaced at 50% of the inches removed for hardwood or evergreen trees and 25% of the inches removed for common trees. April 24, 2026 8650 Hudson Blvd High Pointe Medical CUP Memorandum 2 LANDSCAPE PLAN: 105.12.480 • Applicant has provided provisions for irrigation, groundcover, and the required number of trees to meet landscaping requirements. o The number and type of replacement trees to mitigate trees proposed to be removed will be based on the required recalculation outlined above and cannot be confirmed at this time. • Prior to being approved, landscape plans must be revised to include the following: o Replace the tree planting details on sheet L101 with Lake Elmo’s City Standard tree planting details. o Include the City of Lake Elmo’s standard landscape notes on one of the Landscape Plan sheets. o Applicant needs to show the location of a topsoil stockpile on one of the plan sheets. o Per requirements of 105.12.480 (b) (7) Applicant must confirm that trees shall be planted ten feet away from utilities and that no plantings are proposed in drainage and utilities easements. RECOMMENDATION: The landscape and tree preservation plans must be revised and resubmitted to address the items in this memo. Sarah Evenson, PLA (MN) City of Lake Elmo Municipal Landscape Architect P: (262) 391-7653 E: sarah@hkgi.com MEMORANDUM Date: April 27, 2026 To: Sophia Jensen, Senior City Planner Re: Highpointe Medical CUP Jason Stopa, Community Development Director Site Plan Review Pete Tholen, Public Works Director Nate Stanley, City Engineer Chad Isakson, Assistant City Engineer From: Jack Griffin, Sr. Project Manager An engineering review has been completed for the Highpointe Medical CUP-Site Plan application received on April 13, 2026. This review consisted of the following documentation: · Certificate of Survey dated February 23, 2025. · Lake Elmo Medical Center Addition Site Plans dated April 7, 2026. · Landscape Plans dated April 8, 2026. STATUS/FINDINGS: Approval of the Highpointe Medical CUP must be contingent upon the preparation, submittal, and review of the Civil Site Plans for the project, and approval of the Civil Site Plans by the City. Additional infrastructure improvements may be required to support the added land use facilities, to be determined upon receipt of a completed Civil Site Plan submittal. Notable missing documentation at the time of this review includes, at a minimum, the following: · Stormwater Management Plan in accordance with State, watershed and City rules. · Traffic Impact Study. · Application requires proposed Building Height to peak of roof. · Application requires indication of whether buildings will be equipped with Fire Suppression Systems. · Plans and specifications must be prepared in accordance with the City Engineering Design Standards Manual dated March 2026, using City standard details, plan notes and specifications. SITE PLAN AND CONSTRUCTION PLANS & SPECIFICATIONS 1. No construction on the Project may begin until the applicant has received City Engineer approval for the Final Site Plans; the applicant has obtained and submitted to the City all applicable permits, easements and permissions needed for the project; and a preconstruction meeting has been held by the City’s engineering department. 2. Final Construction Plans and Specifications must be prepared in accordance with the City Engineering Design Standards Manual dated March 2026, using City standard details, plan notes and specifications and meeting City Engineering Design Guidelines, unless approved otherwise by the City Engineer. Page: 2 3. Secondary access may be required per Fire Code. Secondary access is required if total building area is > 62,000 SF or > 124,000 SF if equipped with fire suppression systems. At the proposed 114,000 SF, there is no indication in the application whether fire suppression systems exist and are proposed. 4. Secondary access is also required if total building height exceeds 30 feet. The application does not provide building height information. If the building height exceeds 30ft, minimum access road width is 26-feet unobstructed per fire code. The site plans currently show only 24-feet width. 5. Secondary access. Potential secondary access exists at the commercial parking lot at 8980 Hudson Boulevard. If the applicant is proposing 8980 Hudson as secondary access, then travel lane widths, existing and proposed, must be submitted as part of the application together with access easements from the owner of the property. The secondary access must be reviewed and approved by the Fire Department. 6. A traffic impact study is required to determine if turn lane improvements are needed at the commercial entrance and Hudson Boulevard. 7. The proposed improvements are subject to a Stormwater Management Plan (SWMP) meeting State, Watershed District (SWWD) and City rules. A SWWD permit is required. The Preliminary Plan shows proposed stormwater BMPs for addressing stormwater management requirements, including two underground filtration basins. However, the stormwater management plan is incomplete as submitted. A complete stormwater management report meeting all City and watershed district requirements must be completed and resubmitted for further staff review and approval prior to the submittal of revised Site Plans. 8. Soil borings are required in accordance with the City Engineering Design Standards Manual dated March 2026 to verify the feasibility of infiltration or lack thereof. Borings must be submitted as part of the SWMP submittal. 9. The storm water facilities constructed for this development will remain privately owned and maintained. The applicant will be required to execute and record a Stormwater Maintenance and Easement Agreement in the City’s standard form of agreement. Even as privately owned and maintained facilities, maintenance access roads meeting the City engineering design standards dated March 2026 must be provided for all storm water BMPs. 10. Site plan revisions are required to relocate the underground filtration basin to eliminate any encroachments into the City’s water/sanitary sewer utility easements. 11. Fire Hydrants must be installed as required by the Public Works Director and Fire Department. All watermain and fire hydrants will remain City owned and maintained. Easements over all watermain and hydrants must be provided, minimum 30-feet in width centered over the watermain and hydrant. 12. Sanitary sewer and watermain profile plan sheets must be submitted to demonstrate the existing and proposed grades over the utility systems. 13. Landscape plans must be revised to eliminate all City water/sanitary sewer utility easement encroachments. LAKE ELMO FIRE DEPARTMENT – OFFICE OF THE FIRE MARSHAL Fire Prevention, Code Enforcement, and Public Education April 27, 2026 Sophia Jensen, Planner City of Lake Elmo Re: Highpoint Medical Center Prepared by: Anthony Svoboda, Fire Marshal Approved by: Dustin Kalis, Fire Chief Applicable Codes: • 2020 Minnesota State Fire Code • 2020 Minnesota State Building Code • Lake Elmo Fire Department Fire Code Policies • NFPA 13, 2016 edition • NFPA 13D, 2016 edition Fire Department Comments: 1) All roads and drive lanes shall meet the Lake Elmo Fire Department requirements for widths and turning radiuses. 2) Approved fire apparatus roads shall be provided and maintained in coordination with engineering, public works, planning, and fire departments. In accordance with MSFC D104.2, two fire apparatus access roads shall be required and always maintained. 3) Project construction phasing shall always accommodate emergency access to the entire construction zone, generally meaning two separate means of entrance/exit as defined in the code. Phasing plan to be approved by the fire department prior to construction. 4) An approved signage and marking plan shall be determined for all No Parking and Fire Lane access roads. On- street parking shall be provided in approved locations following review by Engineering and Public Works. Parking shall be prohibited on both sides of private driving lanes. 5) Fire hydrants and watermains shall be provided in approved locations following review by Engineering and Public Works. 6) Building address numbers shall be plainly visible from the street fronting the property and shall be contrasting color from the background. Size and placement of address numbers shall be approved by the fire and planning departments. 7) A fire sprinkler system shall be installed in commercial buildings in accordance with the Minnesota State Fire Code and Chapter 1306 of the Minnesota State Building Code. A permit is required prior to work. a. Fire Department sprinkler connection locations shall be approved prior to installation. LAKE ELMO FIRE DEPARTMENT – OFFICE OF THE FIRE MARSHAL Fire Prevention, Code Enforcement, and Public Education “Proudly Serving Neighbors and Friends” 8) A fire alarm system shall be installed in commercial buildings in accordance with the Minnesota State Fire Code (907.2.3) and Lake Elmo Ordinances. A permit is required prior to work. 9) An emergency responder radio coverage amplifier shall be installed throughout the building if the fire department determines that signal strength is not reliable. On site testing required during construction. 10) An exterior door numbering system shall be utilized to determine exterior doors on all sides of the building. Door numbering convention shall be approved by the fire department prior to installation. 11) A KNOX rapid access lockbox shall be installed in an approved location, on all commercial buildings. a. Multiple KNOX rapid access lockboxes may be required as determined by the fire department. 12) KNOX locking Fire Department Connection Caps shall be installed on all fire department connections. 13) All gates, whether manual or electric, shall be accompanied by either a KNOX lock or KNOX gate control switch for rapid access. 14) All parking areas shall be capable of supporting the imposed load of fire apparatus weighing up to 75,000 pounds. 15) Locations of all EV charging stations or Electric Vehicle Supply Equipment shall be reviewed and installed in approved locations. All electric vehicle supply equipment installed in the apartment building underground parking area may require additional fire suppression considerations and restrictions on installation locations. An electric vehicle supply equipment plan is required. This plan shall be reviewed by the fire department, building contractor, building owner and building insurance provider. Questions, clarifications, or the request to provide code documents can be made using the contact information listed below. Respectfully, CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2026-037 A RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR A MEDICAL FACILITY WITH CONDITIONS AT 8650 HUDSON BLVD N WHEREAS, the City of Lake Elmo is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, Lake Elmo Medical Center, LLC (the “Applicant”) has submitted an application to the City of Lake Elmo (the “City”) for a Conditional Use Permit for the construction of a medical facility at 8650 Hudson Blvd N, Lake Elmo, MN 55042 (PID#3302921440007) (the “Property”); and WHEREAS, the Lake Elmo Planning Commission held a public hearing on said matter on May 11th, 2026; and WHEREAS, the Lake Elmo Planning Commission has submitted its report and recommendation to the City Council as part of a Staff Memorandum dated June 2nd, 2026; and WHEREAS, the City Council considered said matter at its June 2nd, 2026 meeting; and NOW, THEREFORE, based on the testimony elicited and information received, the City Council makes the following: FINDINGS 1.That the procedures for obtaining said Conditional Use Permit are found in the Lake Elmo Zoning Ordinance, Section 105.12.290. 2.That all the submission requirements of said Section 105.12.290 have been met by the Applicant. 3.That the proposed Conditional Use Permit is for the construction of a medical facility. 4.The proposed use will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. The proposed use should not be detrimental or in any way endanger the public health, safety, comfort, convenience, or general welfare of the neighborhood or the city. 5.The use or development conforms to the City of Lake Elmo Comprehensive Plan. The proposal conforms to the Comprehensive Plan. 6.The use or development is compatible with the existing neighborhood. The proposed use is permitted in the Business Park District as a Conditional Use. The properties to the south and north are non-residential uses (Business Park). The residential development to the east is separated by an outlot and the 55+ apartment complex (Amira) to the west is buffered by the wetland and stormwater pond. 7.The proposed use meets all specific development standards for such use listed in the Zoning Code. The proposed use requires a minimum of two accesses onto an arterial or collector street as per 105.12.510. This criteria is met. 8.If the proposed use is in a flood plain management or shoreland area, the proposed use meets all the specific standards for such use listed in Article XIX (Shoreland Management) and Title 100 (Flood Plain Management). The proposed use and expansion meets flood plain management requirements. 9.The proposed use will be designed, constructed, operated, and maintained so as to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. The proposed addition should be compatible in appearance with the existing character of the general vicinity and should not change the essential character of the area. 10.The proposed use will not be hazardous or create a nuisance as defined under this Chapter to existing or future neighboring structures. The proposed use medical facility should not be hazardous or create a nuisance. 11.The proposed use will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. The proposed use should be served adequately by essential public facilities and services. 12.The proposed use will not create excessive additional requirements at public cost for public facilities and services and will not be detrimental to the economic welfare of the community. The proposed use should not create excessive additional requirements at public cost for public facilities and services and should not be detrimental to the economic welfare of the community. 13.The proposed use will not involve uses, activities, processes, materials, equipment, and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. The proposed use should not produce detrimental noise, smoke, fumes, glare, odors, or traffic. All activities are to occur indoors. 14.Vehicular approaches to the property, where present, will not create traffic congestion or interfere with traffic on surrounding public thoroughfares. The proposed use should not create traffic congestion or interfere with traffic on surrounding public thoroughfares. 15.The proposed use will not result in the destruction, loss, or damage of a natural or scenic feature of major importance. The proposed use should not impact natural or scenic features. The proposed work should not impact the existing wetland. DECISION NOW, THEREFORE, BE IT FURTHER RESOLVED, and based upon the information received and the above Findings, that the City Council of the City of Lake Elmo hereby approved the request by Lake Elmo Medical Center, LLC for a Conditional Use Permit for the construction of a medical facility at 8650 Hudson Blvd N, subject to the following conditions of approval: 1. The applicant must obtain all other necessary City, State, and other governing body permits and approvals before the commencement of any construction activity on the site. 2. The applicant must submit a complete Stormwater Management Plan which meets the requirements of the City Engineer in accordance with the City Engineer Memo and subsequent reviews. 3. The applicant must submit a complete traffic study which meets the requirements of the City Engineer in accordance with the City Engineer Memo and subsequent reviews. 4. No construction may begin until all items and changes outlined by the City Engineer’s memorandum dated April 27th, 2026 and subsequent reviews are addressed. 5. No construction may begin until all items and changes outlined by the Fire Department’s memorandum dated April 27th, 2026 and subsequent reviews are addressed. 6. No construction may begin until all items and changes outlined by the City Landscape Architect’s memorandum dated April 24th, 2026 and subsequent reviews are addressed. 7. Proposed signs must comply with the approved Comprehensive Sign Plan. When construction of the sign(s) are desired, the applicant must apply for sign permits with the City. 8. The applicant must execute and record a Stormwater Maintenance and Easement Agreement and a Site Improvement Agreement in the City’s standard form prior to release of a building permit. 10. Any expansion of the building or parking lot beyond this approval shall require a conditional use permit amendment. 11. All past conditional use permits affiliated with the property shall now be null and void. 12. If substantial construction has not taken place within 12 months of the City’s approval, the conditional use permit shall become void. ADOPTED BY THE LAKE ELMO CITY COUNCIL ON THE 2ND DAY OF JUNE 2026. CITY OF LAKE ELMO By: __________________________ Charles Cadenhead (Seal) Mayor ATTEST: ________________________________ ____________________________, ____________________________ CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2026-038 A RESOLUTION APPROVIING THE REQUEST WITH CONDITIONS FOR A VARIANCE TO ALLOW REDUCED SIDE YARD SETBACKS ON THE PROPERTY LOCATED AT 8650 HUDSON BLVD N WHEREAS, the City of Lake Elmo is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, Lake Elmo Medical Center, LLC (the “Applicant”), owner of the property located at 8650 Hudson Blvd N PID#33.029.21.44.0007, Lake Elmo, MN 55042 (the “Property”) has submitted an application to the City of Lake Elmo (the “City”) for a variance request to allow a reduced side yard setback; and WHEREAS, notice has been published, mailed, and posted pursuant to the Lake Elmo Zoning Code, Section 103.00.120; and WHEREAS, the Lake Elmo Planning Commission held a public hearing on said matter on May 11th 2026; and. WHEREAS, the Lake Elmo Planning Commission has submitted its report and recommendation of approval to the City Council as part of a Staff Memorandum dated June 2nd 2026; and WHEREAS, the City Council considered said matter at its June 2nd 2026 meeting and directed City staff to draft a resolution approving the variance for its consideration; and NOW, THEREFORE, based on the testimony elicited and information received, the City Council makes the following: FINDINGS 1)That the procedures for obtaining a variance are found in Section 105.12.320 of the Lake Elmo Zoning Code. 2)That all submission requirements of Section 105.12.320 of the Lake Elmo Zoning Code have been met by the Applicant. 3)That the proposed variance includes the following components: a.The applicants propose to construct an addition to the existing building. Due to the rezoning of the adjacent property and the layout of the site, an addition cannot be built within city setbacks. b.The Lake Elmo City Council approved a conditional use permit on June 2nd, 2026 for a medical facility on the property. 4)Practical Difficulties as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by an official control: Strict enforcement of the code would not allow for reasonable expansion of the medical facility/office on the property. The recent zoning change on the adjacent western property from commercial to residential introduced new setback requirements, substantially reducing the buildable area on the site. The existing layout, wetland, and road access present further constraints, limiting potential locations for expanding. 5)Unique Circumstances the plight of the landowner is due to circumstances not created by the landowner: The unique site conditions of the neighboring property’s recent zoning change and associated setback requirements, the wetland, and the existing layout were not created by the landowner. The current owner purchased the property in 2025. The original development intent identified the open grass area on the south side of the building as the designated location for future expansion. The proposed site plan places the addition within the previously reserved area, avoiding disturbance of wetlands and maintaining landscaping. 6)Character of Locality the proposed variance will not alter the essential character of the locality in which the property in question is located: The proposed variance should not alter the character of the locality. The scale and use of the proposed expansion is consistent with nearby properties. The surrounding properties consist of a mix of business park and high-density residential. The residential apartments to the West of the property will be buffered by the existing wetland and stormwater pond. 7)Adjacent Properties and Traffic the proposed variance will not impair an adequate supply of light and air to properties adjacent to the property in question or substantially increase the congestion of the public streets or substantially diminish or impair property values within the neighborhood: The proposed variance request should have no negative effect on light and air to adjacent properties. Property values should not be diminished from the request. The proposed addition would be buffered from the apartments to the West by the stormwater pond, wetland, and proposed landscaping. The apartment building will be more than 150 feet from the proposed expansion. The request should not substantially increase congestion in the public street. DECISION NOW, THEREFORE, BE IT FURTHER RESOLVED, and based upon the information received and the above Findings, that the City Council of the City of Lake Elmo hereby approves the request with conditions for a variance request to allow reduced side yard setbacks on the property located at 8650 Hudson Blvd N. The conditions for approval are outlined below: 1.The applicant must meet all the conditions of approval outlined in the Conditional Use Permit approved on June 2nd, 2026. 2.This variance approval is only for reduced setback from the West side property line to 27 feet. 3.If substantial construction has not taken place within 12 months of the City’s approval, the variance shall become void. ADOPTED BY THE LAKE ELMO CITY COUNCIL ON THE 2ND DAY OF JUNE 2026. CITY OF LAKE ELMO By: __________________________ Charles Cadenhead (Seal) Mayor ATTEST: ________________________________ _____________________________, _____________________________ Lake Elmo Medical Center – Conditional Use Permit Variance Lake Elmo Medical Center – Conditional Use Permit & Variance City Council| June 2nd, 2026 INTRODUCTION/BACKGROUND •Applicant: Clay Quiring (AMCON Construction) •Property Owner: Matt Brandt (Lake Elmo Medical Center, LLC) •Location: 8650 Hudson Blvd N (PID 33.029.21.44.0007) •Site Area: 10.46 acres •Existing Land Use: High Pointe Health Campus /Surgery Center –Medical Facility •Existing Zoning: Business Park (BP) •Comprehensive Plan: Business Park (BP) •Request: Conditional Use Permit for a medical facility & Variance for reduced side yard setback REASON FOR REQUEST The applicant is proposing to construct an addition to the existing 65,000 square foot building for a total of about 114,100 square feet of medical facility and office space. They will also expand the parking lot. The facility will provide a variety of medical services such as specialized treatment, urgent care, medical imaging, ambulatory surgical procedures, and primary care. The medical facility use is permitted by conditional use permit in the Business Park zoning district. Offices are a permitted use in the Business Park zoning district.The applicant is requesting a reduced side yard setback to 27 feet due to site constraints and the recent rezoning of the adjacent property. The applicant is proposing to construct an addition to the existing 65,000 square foot building for a total of about 114,100 square feet of medical facility and office space. They will also expand the parking lot. The facility will provide a variety of medical services such as specialized treatment, urgent care, medical imaging, ambulatory surgical procedures, and primary care. The medical facility use is permitted by conditional use permit in the Business Park zoning district. Offices are a permitted use in the Business Park zoning district. The applicant is requesting a reduced side yard setback to 27 feet due to site constraints and the recent rezoning of the adjacent property. SITE PLAN PROPOSAL ANALYSIS Use. The 114,100 square foot building will consist of 26,000 square feet of medical facility area and 88,100 square feet of medical office area. The facility will likely employ 100-125 FTE. Proposed hours of operation are 7:30AM –9:00PM. Parking.The proposal will expand the parking area to include an additional 195 stalls, with a total stall count of 435. The minimum parking count required by City Code is 396 stalls. The proposed plan exceeds the required parking count. Access.City Code requires medical facilities to have a minimum of two access points. No changes are proposed to the existing two access points. PROPOSAL ANALYSIS Signs.The applicant is requesting flexibility to the number of wall signs allowed. Eight total wall signs are proposed to advertise the medical practices within the shared building. A Comprehensive Sign Plan can create visual harmony, a fair distribution of square footage among multiple tenants, and allow signs of appropriate scale and character on the lot. Signs Size (Square Feet) XXXXX Neurological 64.21 XXXXX Dermatology 62.52 Hudson Physicians 58.83 Lake Elmo Medical Center 82 Urgent Care 14.75 iSpine 17.31 High Pointe Surgery Center 89.15 Minnesota Urology 61.25 Total 450.02 There are two existing ground monument signs and two parking lot directional signs on the property, and no changes are proposed to the ground signs at this time. PROPOSAL ANALYSIS PROPOSAL ANALYSIS A variance is being requested for reduced setback to the West side yard. The City Council approved the rezoning of the property to the West (8695 Eagle Point Blvd –Amira Apartments) from Mixed Use Business Park to High Density Residential on November 1st, 2022. The new residential zoning designation of the adjacent property increased the setback requirement on the West side from 30 feet to 150 feet. Previous Setback Requirement (Before Rezoning) Current Setback Requirement Proposed Setback Setback from West Side Property Line 30 feet 150 feet 27 feet PROPOSAL ANALYSIS The yellow area shows the buildable area in compliance with city setbacks per LEC 105.12.930. The original development intent was that the open grass area to the south side of the building would be designated for future expansion. This planned location preserves the wetland area and landscaping on site. The proposed location also accommodates the existing building, parking lot, utilities, and access road layout. CITY STAFF & AGENCY REVIEW Review request was distributed on April 13th, 2026 Review request was distributed on April 13th, 2026 Responses from: 1.City Engineer (Memo dated April 27, 2026) 2.Fire Department (Memo dated April 27, 2026) 3.Landscape Architect (Memo dated April 24, 2026) 4.South Washington Watershed District (Email dated April 27, 2026) Landscape Architect 1.The tree preservation plan must be updated to show the following: a. All areas to be graded and the limits of land disturbance. b. Trees to be preserved and protected need to be shown at the size of their critical root zone (CRZ) and tree protection fencing must be shown and installed outside of the CRZ. c. Removals must be classified separately by Evergreen, Hardwood, and Common trees. 2. Landscape plans must be revised to include the following: a. Add Lake Elmo’s City Standard tree planting details and standard landscape notes. b. Show the location of a topsoil stockpile. c. Confirm that the trees will be planted ten feet away from utilities and not within drainage and utility easements. City Engineer 1.The applicant must submit the following documentation: a. A complete Stormwater Management Plan in accordance with State, Watershed, and City rules must be submitted for further staff review and approval. Soil borings must be submitted in accordance with the City Engineering Design Standards Manual. b. Traffic Impact Study to determine if turn lane improvements are needed. c. Proposed Building Height to peak of roof. d. Show whether buildings will be equipped with Fire Suppression Systems. e. Plans and specifications must be prepared in accordance with the City Engineering Design Standards Manual, using City standard details, plan notes, and specifications. 2. No construction may begin until the applicant has received City Engineer approval for the Final Site Plans. A preconstruction meeting must be held by the City’s engineering department. City Engineer 3. Secondary access may be required. Minimum access road width is 26-feet and is not met. If the applicant is proposing 8980 Hudson as a secondary access, then travel lane widths must be submitted with access easements from the owner of the property. 4. The applicant will be required to execute and record a Stormwater Maintenance and Easement Agreement. 5. Site plan revisions are required to relocate the underground filtration basin to eliminate any encroachments into the City’s water/sanitary sewer utility easements. 6. Fire hydrants must be installed and will remain City owned and maintained. Easements over all watermain and fire hydrants must be provided. 7. Sanitary sewer and watermain profile plan sheets must be submitted to demonstrate the existing and proposed grades over the utility systems. 8. Landscape plans must be revised to eliminate all City water/sanitary sewer utility easement encroachments. Fire Department 1. Roads and drive lanes shall meet the Fire Department requirements for widths and turning radiuses. 2. Two fire apparatus access roads shall be required and always maintained. 3. Project construction phasing shall accommodate emergency access. Phasing plan to be approved by FD prior to construction. 4. Approved signage and marking plan shall be determined for No Parking and Fire Lane access roads. An exterior door numbering system shall be utilized. 5. Fire hydrants and watermains shall be provided in approved locations. 6. Building address numbers shall be plainly visible from the street. 7. A fire sprinkler system, fire alarm system, emergency responder radio coverage amplifier, Knox rapid access lockbox, and KNOX locking FD Connection Caps shall be installed. 8. All gates shall be accompanied by either a KNOX lock or KNOX gate control switch. 9. Parking areas shall be capable of supporting the imposed load of fire apparatus weighing up to 75,000 pounds. 10. Locations of all EV charging stations shall be reviewed and installed in approved locations. South Washington Watershed District The applicant is working with SWWD on design and permitting. 12 FINDINGS OF FACT –CONDITIONAL USE PERMIT In Summary: •The proposed use should not be detrimental to the public health, safety, comfort, or general welfare. And the proposed use should not create nuisances or traffic congestion. •The proposed use conforms to the Comprehensive Plan and meets specific development standards listed in the Zoning Code and flood plain management requirements. •The proposed use is compatible with the existing neighborhood and should not impact natural or scenic features. •The proposed use should be served adequately by essential public facilities and services and not create excessive additional requirements at public cost. FINDINGS OF FACT –VARIANCE Practical Difficulties. The applicant has proven that strict enforcement of the code would cause practical difficulties:Strict enforcement of the code would not allow for reasonable expansion of the medical facility/office on the property. The recent zoning change on the adjacent western property from commercial to residential introduced new setback requirements, substantially reducing the buildable area on the site. The existing layout, wetland, and road access present further constraints, limiting potential locations for expanding. This criteria is met. Unique Circumstances. The applicant has established that the plight of the landowner is due to unique circumstances not created by the landowner: The unique site conditions of the neighboring property’s recent zoning change and associated setback requirements, the wetland, and the existing layout were not created by the landowner. The current owner purchased the property in 2025. The original development intent identified the open grass area on the south side of the building as the designated location for future expansion. The proposed site plan places the addition within the previously reserved area, avoiding disturbance of wetlands and maintaining landscaping. This criteria is met. FINDINGS OF FACT –VARIANCE Character of Locality. The proposed variance would not alter the essential character of the area: The proposed variance should not alter the character of the locality. The scale and use of the proposed expansion is consistent with nearby properties. The surrounding properties consist of a mix of business park and high-density residential. The residential apartments to the West of the property will be buffered by the existing wetland and stormwater pond.This criteria is met. Adjacent Properties and Traffic. The proposed variance does not impair adjacent properties: The proposed variance request should have no negative effect on light and air to adjacent properties. Property values should not be diminished from the request. The proposed addition would be buffered from the apartments to the West by the stormwater pond, wetland, and proposed landscaping. The apartment building will be more than 150 feet from the proposed expansion. The request should not substantially increase congestion in the public street. This criteria is met. 12 CONDITIONS OF APPROVAL -CUP In Summary: •Obtain all other necessary local, state, watershed, etc. permits and approvals. •Meet the City Engineer, City Landscape Architect, and Fire Department review memo requirements. •Proposed signs must comply with the approved Comprehensive Sign Plan. •Execute and record a Stormwater Maintenance and Easement Agreement and a Site Improvement Agreement. •All past CUPs shall be null and void. •Any expansion beyond this approval requires a CUP amendment. •If substantial construction has not taken place within 12 months of the City’s approval, the conditional use permit shall become void. In Summary: •The applicant must meet all conditions of the CUP •The variance approval is only for reduced setback from the West side property line to 27 feet. •If substantial construction has not taken place within 12 months of the City’s approval, the variance shall become void. 3 CONDITIONS OF APPROVAL -VARIANCE PUBLIC NOTIFICATION •A public hearing notice was published in the local newspaper on April 27th, 2026 •Notice was sent to surrounding property owners within 500 ft on May 1st, 2026 Staff have not received any public comments at this time. Recommendation Recommendation Suggested Motion “Motion to approve Resolution 2026-XX, approving a conditional use permit for a medical facility at the property located at 8650 Hudson Blvd N based on the findings of fact and subject to the conditions listed in the staff report” “Motion to approve Resolution 2026-XX, approving a variance request to reduce the West side yard setback to 27 feet at the property located at 8650 Hudson Blvd N based on the findings of fact and subject to the conditions listed in the staff report” The Planning Commission voted to recommend approval of the request at their May 11th 2026 meeting (5-0) STAFF REPORT DATE: June 2, 2026 REGULAR TO: Mayor and Councilmembers FROM: Nate Stanley, City Engineer AGENDA ITEM: Authorize Preliminary Design, Geotechnical Services and Feasibility Report for the 2027 Street and Utility Improvements CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☒ Responsive, transparent, adaptive governance ☐ Managed Growth ☐ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☒ Resilient Infrastructure BACKGROUND: The City maintains a 10-year revolving Street Capital Improvement Program (Street CIP) to promote the strategic use of limited financial resources while maintaining, developing or replacing the City’s local street network to an acceptable level of service. The Street CIP consists of a 10-year overview of scheduled capital street projects to address pavements that have or are projected to exceed their useful pavement service life and can no longer be effectively maintained, and to address transportation capacity limitations. The 10-year horizon of the CIP provides the city with an opportunity to evaluate project priorities annually and to adjust the timing, scope, and cost of projects as new information becomes available. ISSUE BEFORE COUNCIL: Should the City Council authorize preliminary design, geotechnical services and the preparation of a feasibility report for the 2027 Street and Utility Improvements? PROPOSAL DETAILS/ANALYSIS: The following public streets (~1.9 miles) have been identified for improvement in 2027 as identified in the city’s CIP with an estimated total cost of $2,900,000: Hidden Bay Trail North, CSAH 13 (Olson Lake Trail) to Birchbark Trail North including the spur street Hidden Bay Court North, Hidden Bay Trail North to CDS Birchbark Trail North, Hidden Bay Trail North to CDS Cherrywood Trail North, Birchbark Trail North to Hidden Bay Trail North Deer Pond Trail North, Windbreak Trail North to Jack Pine Trail North Jack Pine Trail North, Windbreak Trail North to Deer Pond Trail North Windbreak Trail North, Deer Pond Trail North to Hidden Bay Trail North The project will include street and drainage improvements along and within the public right-of-way, with the type and extent of the street improvement to be based upon a geotechnical services investigation of the existing pavement sections and conditions. Existing storm sewer inspections will be conducted to identify storm sewer repairs or corrections deemed necessary to restore or improve the existing roadway drainage. The neighborhood resides outside of the City’s planned MUSA boundaries; therefore, no sanitary sewer extensions are planned with this Project. City water is not available to the area and analysis of a possible extension is not included in the scope of services for this project. To initiate the improvement, the council must authorize the preparation of a feasibility report as required by the statutory process for public improvements that are specially assessed. The feasibility report will advise on the scope of recommended improvements; provide estimated project costs; identify easement and right-of-way, permits and other requirements of other local agencies needed to implement the improvements; recommend whether the improvements should be best made as proposed or in connection with some other improvement; and advise if the improvements are necessary, cost effective, and feasible. The report will also provide a proposed preliminary assessment roll for each of the benefitting properties based upon the City’s Special Assessment Policy for Local Improvements. The City Engineer has prepared the project work plan and engineering services task order to initiate detailed topographic survey and preliminary design for this Project. These preliminary design efforts are recommended for this Project to better identify the specific infrastructure improvements that will be needed, before reliable costs and proposed assessments can be determined and brought forward in the feasibility report. Staff is recommending that the City authorize the City Administrator to sign a Task Order for Preliminary Design Services and Preparation of a Feasibility Report with Bolton & Menk in the amount of $106,441. The City Engineer is also recommending the City Council authorize the City Administrator authority to sign a geotechnical services agreement in the amount not-to-exceed $25,000. Geotechnical Services will review the in-place roadway structure and soil conditions and provide recommendations on proposed roadway improvements. The City Engineer will request proposals from two firms and make a recommendation based when they are received. A project schedule is attached and outlines the implementation timeframe necessary to address public involvement, acquire field survey, identify and obtain project related easements, complete the detailed design, and receive contractor bids to ready the improvements for construction in 2027. FISCAL IMPACT: The 2026 – 2035 CIP has a budget for the project of $2,900,000 which draws from the following funding sources: $1,711,000: Bond Proceeds – Tax Levy $870,000: Bond Proceeds – Assessment Funded $319,000: Infrastructure Reserve Fund (409) All CIP funding sources are tentative and will be adjusted based on final project costs and future financial planning, including the addition of funding from the Stormwater Fund per recent Council discussions. If authorized, Bolton & Menk will complete topographic survey and preliminary design services in a not-to-exceed amount of $83,625; City Engineering staff will be the engineering lead for all services and prepare the feasibility report in a not-to-exceed amount of $22,816 and Geotechnical Services will be completed in a not-to-exceed amount of $25,000. The total fiscal impact for Preliminary Design and Feasibility Report services is estimated to be $131,441. If the improvements are ordered, the preliminary design costs will be charged against the project fund and become assessable to the benefitting properties. Should the project not be constructed, these costs cannot be assessed. OPTIONS: Approve preliminary design, geotechnical services, and preparation of a feasibility report. Do not move forward with the project. RECOMMENDATION: Staff is recommending that the City Council approve a Resolution Ordering Preparation of Preliminary Design, Geotechnical Services and Feasibility Report for the 2027 Street and Utility Improvements. The recommended motion for this action is as follows: Motion to approve Resolution No. 2026-036, ordering preparation of Preliminary Design and Feasibility Report for the 2027 Street and Utility Improvements AND Motion to authorize the City Administrator the authority to sign a geotechnical services agreement in an amount not- to-exceed $25,000. ATTACHMENTS: 1.Resolution Ordering Preparation of Preliminary Design and Feasibility Report for the 2027 Street and Utility Improvements. 2.Project Location Map. 3.Project Schedule. 4.Bolton & Menk Task Order for Preliminary Design Engineering Support Services and preparation of a Feasibility Report. CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2026-036 A RESOLUTION ORDERING THE PREPARATION OF PRELIMINARY DESIGN AND THE FEASIBILITY REPORT FOR THE 2027 STREET AND UTILITY IMPROVENTS WHEREAS, the City maintains a 10-year revolving Street Capital Improvement Program (Street CIP) to promote the strategic use of limited financial resources while maintaining, developing or replacing the City’s local street network; and WHEREAS, the Street CIP represents the City’s long-range street improvement program that identifies the present and future needs and priorities, and develops a schedule of public improvements to address the most essential improvements first; and WHEREAS, the public streets located in the OACE neighborhood including along Hidden Bay Trail North, CSAH 13 (Olson Lake Trail) to Birchbark Trail North including a spur street; Hidden Bay Court North, Hidden Bay Trail North to the cul-de-sac; Birchbark Trail North, Hidden Bay Trail North to the cul-de-sac; Cherrywood Trail North, Birchbark Trail North to Hidden Bay Trail North; Deer Pond Trail North, Windbreak Trail North to Jack Pine Trail North; Jack Pine Trail North, Windbreak Trail North to Deer Pond Trail North; and Windbreak Trail North, Deer Pond Trail North to Hidden Bay Trail North , have been identified for improvement in the year 2027; and WHEREAS, it is proposed to assess the benefiting properties for all or a portion of the cost of the improvement, pursuant to the City’s Special Assessment Policy and Minnesota Statues Chapter 429. NOW, THEREFORE, BE IT RESOLVED, 1.That the proposed improvement, called 2027 Street and Utility Improvements, be referred to the City Engineer, and his consultants to complete the preliminary design engineering, geotechnical investigations, and prepare a feasibility report in accordance with Minnesota Statues Chapter 429 for the proposed improvements, and to report to the council with all convenient speed advising the council in a preliminary way as to whether the proposed improvement is necessary, cost-effective, and feasible; whether it should be best made as proposed or in connection with some other improvement; the estimated cost of the improvement as recommended; and a description of the methodology used to calculate individual assessments for affected parcels. ADOPTED BY THE LAKE ELMO CITY COUNCIL ON THE SECOND DAY OF JUNE, 2026. 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CROIX SANCTUARY PARK EDENPARK PILOTPARK HAMMESPARK GOOSE LAKEPARK F Map Date: November 2020010.5 Miles Created By: Planning Department 3507 High Point Drive North Bldg. 1 – Suite E130 Oakdale, MN 55128 Phone: (651) 704-9970 Bolton-Menk.com 2027 Street and Utility Improvements Lake Elmo, MN JUNE 2, 2026 Council authorizes preparation of Preliminary Design,Geotechnical Services and Feasibility Report. OCTOBER 6, 2026 Presentation of Feasibility Report and Preliminary Design,City Council accepts Feasibility Report and orders Public Hearing on improvements. OCTOBER 22, 2026 Neighborhood informational meeting to review improvements and preliminary assessments. NOVEMBER 4, 2026 Council conducts Public Hearing on improvements and orders Preparation of Final Plans and Specifications. JANUARY 19, 2027 Council Approves Final Plans and authorizes Advertisement for Bids FEBRUARY 17, 2027 Project Bid Date: Receive Contractor Bids. MARCH 2, 2027 Council accepts Bids and awards Contract. APRIL, 2027 Conduct Pre-Construction Meeting and issue Notice to Proceed. OCTOBER 15, 2027 Substantial Completion. DECEMBER 17, 2027 Final Completion. *Final Assessment Hearing Schedule TBD TASK ORDER NO. 31 – 2027 STREET AND UTILITY IMPROVEMENTS Page 1 of 3 TASK ORDER No. 31 CITY OF LAKE ELMO, MINNESOTA – BOLTON AND MENK, INC. PROFESSIONAL CONSULTING SERVICES AGREEMENT In accordance with ARTICLE 1 of the Master AGREEMENT between the City of Lake Elmo (“CITY”) and Bolton and Menk, Inc. (“ENGINEER”), dated MARCH 20, 2013 (“AGREEMENT”), the ENGINEER agrees to provide Professional Consulting Support Services as follows: 2027 STREET AND UTILITY IMPROVEMENTS PROJECT OVERVIEW: This Project includes Professional Engineering Services for the 2027 Street and Utility Improvements, to be authorized in phases and beginning with preliminary design and feasibility report support services. Upon completion of the preliminary design and feasibility report support services, this Task Order may be later amended to authorize the preparation of plans and specifications and/or construction phase support services as may be applicable. The improvements include the rehabilitation of the public streets, consisting of approximately 10,200 feet (1.9 miles) of local streets located in the OACE Acres neighborhood as follows: · Hidden Bay Trail North, CSAH 13 (Olson Lake Trail) to Birchbark Trail North including a spur street · Hidden Bay Court North, Hidden Bay Trail North to CDS · Birchbark Trail North, Hidden Bay Trail North to CDS · Cherrywood Trail North, Birchbark Trail North to Hidden Bay Trail North · Deer Pond Trail North, Windbreak Trail North to Jack Pine Trail North · Jack Pine Trail North, Windbreak Trail North to Deer Pond Trail North · Windbreak Trail North, Deer Pond Trail North to Hidden Bay Trail North The improvements will consist of either a full street reconstruction or full-depth pavement reclamation, to be determined through a detailed geotechnical investigation. New concrete curb and gutter will be installed to replace the existing bituminous curb or ribbon curb will be utilized in rural section road areas. In addition to the street improvements, the storm sewer or drainage along each street will be reviewed and upgraded as necessary to prevent water from standing on or along the street, and to repair or replace existing storm sewer infrastructure as recommended through the preliminary design site investigations. All project streets are outside of the City’s MUSA boundary and therefore, no sanitary sewer extension will be considered at this time. City water is not available to the area and analysis of a possible extension is not included in this scope of services. SERVICES TO BE PROVIDED BY ENGINEER: Bolton and Menk, Inc., Inc. shall provide the following Professional Engineering Services: TASK ORDER NO. 31 – 2027 STREET AND UTILITY IMPROVEMENTS Page 2 of 3 1. Project management throughout the course of work for preparation of preliminary design documents. 2. Work with city staff to develop success criteria for the project, obtain project information and formalize the budget and schedule. 3. Review of existing as-built plans as made available by the CITY. 4. Site visit to review existing pavement conditions, drainage patterns and to define project limits based on existing pavements. 5. Survey: Coordinate Gopher State One Call utility locates and perform topographic survey of existing conditions within project limits for the purposes of preparing design documents. 6. Perform condition review of existing drainage and storm sewer systems, perform unconfined visual observations, and make recommendations regarding additional storm sewer televising, if needed. 7. Make recommendations for storm sewer repairs and new storm sewer improvements to be completed as part of the project. 8. Retain geotechnical investigation and provide copy of geotechnical report. Review the Geotechnical Report findings and make roadway improvement recommendations to the CITY. 9. Prepare preliminary design including street rehabilitation and stormwater management recommendations. 10. Review County GIS maps and half section maps to review existing right-of-way and easements within the project area. Identify right of way and easement needs to construct the proposed infrastructure. 11. Identify any major utility conflicts related to the proposed preliminary design. 12. Identify permits required to complete the proposed work. 13. Prepare Preliminary Design Memorandum outlining the proposed scope of improvements and a summary of the stormwater management plan for meeting watershed permit requirements. 14. Prepare opinion of probable cost based on the preliminary design layout for the purpose of preparing preliminary assessment calculations and for use in the feasibility report. Assessment calculations to be performed by the CITY. 15. Prepare Exhibit(s) showing the proposed improvements for use in the Feasibility Report. 16. Preparation of the Feasibility Report, including assessment calculations, assessment Role and Conduct Public Improvement Hearing. 17. Coordination with the public and conduct public meetings. 18. Presentation(s) to the City Council DELIVERABLES: · Preliminary Plans in electronic format (PDF). · Preliminary Opinion of Total Probable Project Costs. · Identification of easements needed for the construction of the Project. Preliminary easement needs Exhibit(s), if needed. · Feasibility Report. TIMES FOR RENDERING SERVICES: ENGINEER and CITY ENGINEER shall perform their services and provide deliverables in accordance with the following schedule, contingent upon receipt of the Geotechnical Services Report. TASK ORDER NO. 31 – 2027 STREET AND UTILITY IMPROVEMENTS Page 3 of 3 1. June 2, 2026. Preliminary Design Services and Feasibility Report preparation authorized. 2. October 6, 2026. Presentation of Preliminary Design Findings and Recommendations to Council, Presentation of Feasibility Report to Council. COMPENSATION: Compensation to ENGINEER shall be based on the hourly billing rates for each staff as assigned and provided in the ENGINEER’S Proposal and Fee Estimate for the work. Payment for Services shall be in accordance with ARTICLE 3.2 of the Master AGREEMENT. Compensation to CITY ENGINEER shall be based upon the Professional Services AGREEMENT, including any Amendments to said AGREEMENT. Compensation to ENGINEER for Project Management, Topographic Survey, and the Preliminary Design Services shall be on an hourly rate basis in a not-to-exceed amount of $83,625. Compensation to CITY ENGINEER for Project Management, Public Engagement, and Preparation of Feasibility Report shall be on an hourly rate basis in a not-to-exceed amount of $22,816. ADDITIONAL SERVICES: If authorized by the CITY, ENGINEER shall furnish or obtain from others Additional Services which are not considered under this Task Order. Such services shall be compensated for on an Hourly Rate basis in an amount approved by the City prior to any services being started or as otherwise mutually agreed. The CITY is not obligated to compensate ENGINEER for services completed outside the approved scope of work which are completed prior to ENGINEER submitting a written request to the CITY, and receiving written approval of the CITY. ATTACHMENTS: ENGINEER’s Fee Estimate for 2027 Street and Utility Preliminary Design Services and for the 2027 Street and Utility Feasibility Report. APPROVAL AND ACCEPTANCE: Approval and Acceptance of this Task Order, including the attachment(s) listed above, shall incorporate this document as part of the AGREEMENT. ENGINEER and CITY ENGINEER are authorized to begin performance of services upon receipt of a copy of this Task Order signed by CITY. The Effective Date of this Task Order is June 2, 2026. BOLTON AND MENK, INC. CITY OF LAKE ELMO, MINNESOTA By _________________________________ By ______________________________________ (Authorized Principal of the Firm) City Administrator Client:City of Lake ElmoProject:2027 Street and Utility ImprovementsTASK NO.WORK TASK DESCRIPTIONProject ManagerMike WarnerProject EngineerColeton NelsonDesign EngineerStormwater ManagerBrent JohnsonStormwater EngineerBrian RuckerSurvey ManagerRon AlwinGraduate SurveyorJeff CornellSurvey Field TechnicianSurvey Crew(2-person)ClericalCourtney MaulTotals1.0Preliminary Design1.1Project Management102121.2Develop Critical Success Criteria1121.3Review Existing As-Built Plans2241.4Site Visit to Review Existing Conditions4481.5Topographic Survey of Existing Conditions141212884541661.6Review Condition of Existing Storm Sewer System11210231.7Recommendation of Storm Sewer Repairs and Modifications14116221.8Review Geotechnical Report2461.9Preliminary Design and Stormwater Management Plan8244016791.10Review Existing R/W and Easements and Identify Needs14271.11Identify Major Private Utility Conflicts1231.12Identify Applicable Permits121261.13Prepare Preliminary Design Memo4204281.14Prepare Preliminary Opinion of Probable Costs420241.15Prepare Feasibility Report Exhibit(s)242026TOTAL HOURS - TASK 1419982328141288454416BOLTON & MENK, INC.2027 Street and Utility ImprovementsCity of Lake Elmo, Minnesota Client: City of Lake ElmoProject: 2027 Street and Utility ImprovementsTASK NO.WORK TASK DESCRIPTIONProject ManagerMike WarnerProject EngineerColeton NelsonDesign EngineerStormwater ManagerBrent JohnsonStormwater EngineerBrian RuckerSurvey ManagerRon AlwinGraduate SurveyorJeff CornellSurvey Field TechnicianSurvey Crew(2-person)ClericalCourtney MaulTotal HoursTotal Cost1.0 Preliminary Design 41 99 82 3 28 14 12 88 45 4 416 $83,625TOTAL HOURS41 99 82 3 28 14 12 88 45 4 416AVERAGE HOURLY RATE$211.00 $171.00 $145.00 $235.00 $173.00 $210.00 $145.00 $203.00 $390.00 $128.00SUBTOTAL$8,651 $16,929 $11,890 $705 $4,844 $2,940 $1,740 $17,864 $17,550 $512$83,625TOTAL FEEBOLTON & MENK, INC.2027 Street and Utility ImprovementsCity of Lake Elmo, Minnesota Client:City of Lake ElmoProject:2027 Street and Utility ImprovementsTASK NO.WORK TASK DESCRIPTIONSr. Project ManagerNate StanleyProject EngineerChad IsaksonProject EngineerCommunications SpecialistClericalCourtney MaulTotals1.0Feasibility Report1.1Project Management812201.2Public Meetings and Outreach484164361.3Review of Preliminary Design Materials228121.4Preparation of Preliminary Assessment Roll210121.5Preparation of Feasibility Report4404481.6QA/QC224TOTAL HOURS - TASK 1163062168132BOLTON & MENK, INC.2027 Street and Utility ImprovementsCity of Lake Elmo, Minnesota Client: City of Lake ElmoProject: 2027 Street and Utility ImprovementsTASK NO.WORK TASK DESCRIPTIONSr. Project ManagerNate StanleyProject EngineerChad IsaksonProject EngineerCommunications SpecialistClericalCourtney MaulTotal HoursTotal Cost1.0 Feasibility Report 16 30 62 16 8 132 $22,816TOTAL HOURS16 30 62 16 8 132AVERAGE HOURLY RATE$235.00 $200.00 $160.00 $132.00 $128.00SUBTOTAL$3,760 $6,000 $9,920 $2,112 $1,024$22,816TOTAL FEEBOLTON & MENK, INC.2027 Street and Utility ImprovementsCity of Lake Elmo, Minnesota 2027 STREET AND UTILITY IMPROVEMENTS – AUTHORIZE PRELIMINARY DESIGN AND PREPARATION OF A FEASIBILITY REPORT 2027 STREET AND UTILITY IMPROVEMENTS –AUTHORIZE PRELIMINARY DESIGN AND PREPARATION OF A FEASIBILITY REPORT Council | June 2, 2026 Content 1.Location of Improvements 2.Existing Street Conditions 3.Scope of Improvements 4.Project Schedule 5.CIP Budget and Project Costs 6.Requested Council Action Location of Improvements Existing Street Conditions •Streets were last evaluated for condition in 2025. •Streets are in poor condition, reclaim or full reconstruction is necessary to rehabilitate pavements. Scope of Improvements 1.Street and drainage improvements for those identified in the 2027 CIP, the type and extent of improvements based on geotechnical investigation. 2.Existing bituminous curb will be replaced with new concrete curb and gutter. 3.Street geometrics and widths together with on-street parking restrictions will be reviewed to determine if any improvements or changes are recommended. 4.Existing storm sewer inspections will be conducted to identify any repairs or corrections deemed necessary to restore or improve the drainage systems. 5.All streets in the project area are outside of the MUSA boundaries and are served by private wastewater treatment systems, no sanitary sewer extensions are proposed as part of the project. 6.City water is not available and extension of water to this area is not in the scope of the project. Project Schedule JUNE 2, 2026 Council authorizes preliminary design, geotechnical services, and Orders Feasibility Report. OCTOBER 6, 2026 Presentation of Feasibility Report and Preliminary Design. Council accepts Report and calls for Hearing on Improvement. OCTOBER 22, 2026 Neighborhood informational meeting to review improvements and preliminary assessments. NOVEMBER 4, 2026 Public Improvement Hearing. Council Orders the Improvement and authorizes preparation of Plans and Specifications. JANUARY 19, 2027 Council approves Plans and Specifications and orders. Advertisement for Bids is authorized. FEBRUARY 17, 2027 Project Bid Date: Receive Contractor Bids MARCH 2, 2027 Council Accepts Bids and Awards Contract. APRIL, 2027 Conduct Pre-Construction Meeting and Issue Notice to Proceed. •OCTOBER 15, 2027 Substantial Completion •DECEMBER 17, 2027 Final Completion *Final Assessment Hearing Schedule TBD CIP Budget and Project Costs 2027 Capital Improvement Plan Budget -$2,900,000 •$1,711,000: Bond Proceeds –Tax Levy •$ 870,000: Bond Proceeds –Assessment Funded •$ 319,000: Infrastructure Reserve Fund (409) •CIP funding sources are tentative and subject to future adjustment, including inclusion of Stormwater Fund as a source per recent Council discussion. Preliminary Design Project Costs •$83,625:Preliminary Design and Survey •$22,816: Feasibility Report •$25,000: Geotechnical Services -Authorize Administrator to sign an agreement in the not to exceed amount, two proposals shall be solicited. •Total Preliminary Design Fiscal Impact -$ 131,441 RecommendedMotion Recommended Motion “Council is asked to consider approving a resolution Ordering Preparation of Preliminary Design and a Feasibility Report for the 2027 Street and Utility Improvements.” “Council is asked to authorize the City Administrator to sign an agreement in the not to exceed amount of $25,000 for Geotechnical Services.” AND STAFF REPORT DATE: 6/2/2026 REGULAR TO: Mayor and Councilmembers FROM: Nathan Fuerst, AICP Consulting Planner REVIEWED BY: Jason Stopa, Community Development Director Jack Griffin, Sr. Engineering Project Manager AGENDA ITEM: OP-LDR Update CORE STRATEGIES: ☒ Vibrant, inclusive, connected community ☒ Responsive, transparent, adaptive governance ☒ Managed Growth ☒ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☒ Resilient Infrastructure BACKGROUND: In 2025, the City of Lake Elmo’s staff, Council, and Planning Commission discussed the creation of a new future land use category, referred to as Open Space- Low Density Residential. The idea with this category was to allow a new form of sewered development that would be similar in concept to Open Space Planned Unit Developments, which are only available in non-sewered areas and primarily utilize community septic systems. Over the past year, the City has performed preliminary work to identify if a water treatment plant can be located on land northeast of the intersection of 10th St N., and Inwood Ave. N. The property owner has identified that they may provide the City the needed land for the treatment plant in exchange for the ability to develop their property as a sewered development. To extend the MUSA and reguide the property with a new future land use category the City would need to initiate a Comprehensive Plan Amendment. Staff are seeking to update the City Council on this project and to receive guidance on the proposed future land use category which may be used adjacent to the water treatment plant site or other future updates to the City’s Comprehensive Plan. ISSUE BEFORE COUNCIL: Should the City Council receive staff’s update and provide feedback on the proposed OP-LDR future land use category. PROPOSAL DETAILS/ANALYSIS: As initially proposed with Highpointe Crossing, the OP-LDR (Open Space Low Density Residential) category would be a new future land use category. The proposed future land use category is further reviewed below: Purpose for new Future Land Use Category The city is exploring new development design types to better meet the goals of future development at key points of transition between more dense sewered development and the park reserve, open space PUDs, or other existing rural development. While the city has open space development (septic) available in rural areas, there is not a similar category for urban development. Both forms of open space development are seen as consistent with the Community’s goals. This new future land use category would blend existing Open Space Planned Unit Developments (septic) with Low Density Residential (sewered). The lot sizes and densities would be similar to the existing LDR with open space requirements the same as an existing OP-PUD. The main difference is that the open space would be a network of publicly owned parkways with ped/bike trails, fields of prairie grass, and woodland preserves. This is consistent with the goal of retaining aspects of Lake Elmo’s rural character and promoting a nature-based approach to development. OP-LDR Requirements: 1. This category is only found within areas planned to be in the City’s MUSA boundary. 2. Density must be between 2-3 units per acre. Minimum lot size will be approximately 10,000 sq. ft. similar to a Golf Course Community. 3. Housing must be primarily single-family housing but may contain a small percentage rear-loaded townhomes/twinhomes/ADUs to meet density requirements. (Staff are looking to propose a specific maximum percentage of 10% townhome units in a future zoning ordinance amendment.) 4. Open Space must be a minimum of 50% of the gross land area. Wetlands are allowed and encouraged to be within open space areas. Areas within the OHWL of lakes are not allowed to count towards open space areas. 5. Open Space areas must be owned by the City and publicly accessible parkway amenities with ped/bike trails and conservation areas with either native prairie or woodlands. Open space would be netted out for density calculations. Water Treatment Plant Property – Anticipated Comprehensive Plan Amendments: Amendments anticipated to the Water Treatment Plant property include the following: • Change Future Land Use to Institutional • Extend MUSA Boundary • Amend Phasing Plan for 2020 decade development Depending on the arrangement and nature of the land acquisition, the steps above may also apply to the rest of the collective property that will be subdivided to create the water treatment plant property. FISCAL IMPACT: Beyond typical financial impacts from development, and for the OP-LDR sewed development concept to work, the open space must be owned by the City of Lake Elmo. This would create costs for the City in the form of ongoing maintenance for these properties. To reduce upfront costs, the City could require full restoration and that landscaping warranties cover timeframes for establishing native vegetation. The City may choose to be selective in where OP-LDR developments are allowed for this reason. OPTIONS: This is an update and discussion. Any feedback provided to staff is nonbinding. RECOMMENDATION: Staff recommend that the Council discuss this item and ask questions where clarification is needed. Feedback on the OP-LDR concept will be necessary prior to initiating a Comprehensive Plan Amendment associated with the prospective Water Treatment Plant property. ATTACHMENTS: Water Treatment Site Map RIDGE PARK 13 13 STONEGATE ADDITION PARK STONEGATE 2ND ADDITION PARK G o o s e L a k e 10th Street North10 1010 13 Proposed Water Treatment Plan Site Parcels Municipals DNR Protected Waters ID 5/18/2026, 5:34:05 PM 0 0.2 0.40.1 mi 0 0.35 0.70.17 km 1:18,056 Washington County, MN | OP-LDR Update City Council Meeting | June 16 th 2026 Background •City explored Open Space Low Density Residential (OP-LDR) land use guidance with Highpointe Crossing. •Project could not move forward for lack of sewer capacity. •Re-evaluating how this category can be added and utilized for desirable sewered development. OP-LDR as Proposed Purpose: •Enable new rural development types aligned with Comp Plan •Create publicly accessible open space/greenways/trail corridors •Work around community septic issues Main Features/Requirements: •Sewered residential category (land in MUSA) •Density Range: 2-3 units per acre •Housing primarily single family homes •Open space: •at 50% of development •Publicly Owned •Need to explore – maintenance by private developer through maintenance agreements Impacts and Application •OP-LDR generally will decrease density in sewered areas city wide. •Considerate application based on: •Areas of transition from rural to urban •Areas proximate to sewer •Areas with sewer capacity •Imagine 2050 planning process likely to inform use and areas to be re -guided. •Comprehensive sewer system study •City needs to be at 3.5 u/a Forecast Implications/Uses Staff recommend that the Council discuss this item and ask questions where clarification is needed. Feedback on the OP-LDR concept will be necessary prior to initiating a Comprehensive Plan Amendment associated with the prospective Water Treatment Plant property. Is the Council open to this new future land use category in this location? Discussion STAFF REPORT DATE: 6/2/2026 REGULAR TO: Mayor and Councilmembers FROM: Nathan Fuerst, AICP Consulting Planner TJ Hofer, Consulting Planner REVIEWED BY: Jason Stopa, Community Development Director Jack Griffin, Sr. Engineering Project Manager AGENDA ITEM: Sketch Plan Review – Summergate Assemblage CORE STRATEGIES: ☒ Vibrant, inclusive, connected community ☒ Responsive, transparent, adaptive governance ☒ Managed Growth ☐ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☒ Resilient Infrastructure BACKGROUND: The City is in receipt of a Sketch Plan application from Summergate Development, for the proposed concept plan called the Lake Elmo Ave Assemblage. The development is proposed across three parcels developed with single- family dwellings and agricultural buildings. Two parcels are located on and accessed from Highway 10, east of Keats Avenue North and the third is located off Lake Elmo Avenue North, between Highway 10 and 3rd Street North. The proposed area includes approximately 117.6 acres. The submittal includes two separate concepts (called alternatives), one which includes all single-family dwellings that would create 351 residential units and another that also includes attached single-family dwellings that would create 389 residential units. The units included in the concepts are: Concept A – 389 units Concept B – 351 units • 26’ Row Townhomes – 122 units • 42’ Single Family Lots – 90 units • 52’ Single Family Lots – 96 units • 52’ Single Family Lots – 90 units • 55’ Single Family Lots – 102 units • 55’ Single Family Lots – 102 units • 65’ Single Family Lots – 69 units • 65’ Single Family Lots – 69 units The project would be connected to city water and sewer services. The subject site is noncontiguous with existing development, so it does not presently have ready access to the City’s available water and sewer connections, however, water and sewer currently are located on Lake Elmo Ave N. The Applicant is proposing to make water and sewer connections through this project at their expense. The extension of 5th Street North is shown on the concept plan, but the construction of this is not currently included in the concept. This is due to necessary coordination with property owners where the 5th St N connection is shown – the Applicant does not have control over those properties but is proposing to pay up front for the portion(s) of 5th St N serving their project. ISSUE BEFORE COUNCIL: The City Council should provide feedback regarding the concept plan and advise Summergate Development on City preferences. The following discussion is suggested by staff: Should the City allow for development in this growth area ahead of the Comprehensive Plan’s required post 2030 phasing? Key considerations, if yes: • The City will have to determine roadway construction timeline for 5th St. N. and responsibility. • The City will have to move a land use and roadway feasibility study forward, at the Developer’s expense, to identify roadway alignments and future land uses in this growth area. • The Developer will be required to submit plans consistent with the City’s zoning and future land use guidance. PROPOSAL DETAILS/ANALYSIS: A high-level review of the proposal is found in this report. The above considerations are informed by staff’s analysis of the proposal. Premature Subdivisions: This proposed development is noncontiguous with existing urban developments served by public utilizes and is also located in the City’s post 2030 phase for MUSA (sewered) development. The City’s subdivision ordinance provides criteria which can be used to deny developments that are deemed to be premature. In this case, staff recommend that the City require plans which provide for a minimum of supporting public infrastructure. The City Engineering memo dated May 15, 2026 describes the requirements for public infrastructure planning. Environmental Review: Due to the proposed number of residential units (unattached and attached), the City will be required to complete a mandatory Environmental Assessment Worksheet (EAW). This must take place prior to any development approvals. Alternatively, the City could elect to complete or require an Alternative Urban Areawide Review (AUAR) to perform an environmental review for the wider area, this would remove the need for future environmental reviews for projects within the south planning area. While AUAR’s are more costly and take longer to complete, the costs can be borne by all future developments within the AUAR area. Gun Club Proximity: The development will need to also be designed in such a way that it does not cause the Oakdale Gun Club, north of the site, to become nonconforming. Development of this site will require a noise study at the time of preliminary plat application to show that the noise levels at the sites of the proposed homes do not exceed the Noise Area Classification (NAC) established in Minnesota state statute within the required 750 ft. buffer area around the Gun Club. Land Use Guidance Overview: The conceptual development is located within the City’s sewered South Planning Area. The subject area is guided both Low Density Residential (LDR) and Medium Density Residential (MDR) by the Comprehensive Plan. PID 3502921240001 has split guidance between LDR and MDR. Where split guidance is present, projects may not blend densities across future land use categories and platted lots are not encouraged to have split guidance. Conformance with Density requirements Net Acres Proposed* Units Proposed Density Proposed Min – Max Units Concept A LDR (2.5 – 4 units/ac) 68.3 234 3.4 170 – 273 MDR (4.01 – 8 units/ac) 24.9 155 6.2 99 – 199 Total 93.2 389 4.2 269 – 472 Concept B LDR (2.5 – 4 units/ac) 68.3 234 3.4 170 – 273 MDR (4.01 – 8 units/ac) 24.9 117 4.7 99 – 199 Total 93.2 351 3.8 269 – 472 *Land to be dedicated as parkland to the City must be netted out of the density figure. The concept does not include any land to be dedicated for parks. A Planned Unit Development request is anticipated with this project. This will also allow the base zoning district, Rural Transition (RT) to be changed to a combination of LDR and MDR consistent with the 2040 Comprehensive Plan. PUD Flexibility - Single family lot conformance (both concepts): The following deviation requests are anticipated from single family lots in the MDR: • Minimum Lot Area – Concept ranges from 5,040 sq. ft. to 8,450 sq. ft. a. 8,000 sq. ft. required in LDR (6,760 sq. ft. minimum area requested in both concepts) b. 7,000 sq. ft. required in MDR (5,040 sq. ft. minimum area requested in concept B) • Minimum Lot Width – Concept ranges from 42 ft. to 52 ft. in MDR and 52 ft. to 65 ft. in LDR a. 60 ft. required in LDR (52 ft. minimum area requested in both concepts) b. 50 ft. required in MDR (42 ft. minimum area requested in concept B) Anticipated interior (10 ft.) and corner (15 ft.) side yard setback flexibility needed based on reduced lot width. Staff are generally not supportive of front-loaded single-family lots which are not meeting applicable lot widths and side yard setbacks. PUD Flexibility - Attached townhome conformance (concept A only): Single-family attached dwellings (townhomes) are a permitted use in the MDR district. The MDR district has specific standards that townhomes must meet. The concept generally meets the requirements in the Zoning Ordinance, except: • Eight townhomes are shown without frontage on a public street, this requires a conditional use permit or PUD approval. • Lot area for each townhome is shown as 26 ft. by 50 ft., for a square footage of 1,300 sq. ft. where 1,750 sq. ft. is required in the MDR district. Utilities: The City Engineering department has reviewed the project and provided the memo dated May 15, 2026. Key comments from the review are listed below: • Water o A public watermain connection is required. Watermain looping will be required within the development. o An east-west connection is required to connect Lake Elmo Avenue and Keats Avenue. The alignment of a watermain line is not shown and will be required on any future plans. The developer is responsible for this connection. o A feasibility study, modeling and design is required for the offsite public watermain improvements and is recommended prior to development plan submittal. • Sewer o Sewer capacity is generally available and would be required. Sewer service for this development would come from two different interceptors depending on location. The developer is responsible for these connections. o A feasibility study is recommended for offsite public sanitary sewer improvements prior to development plan submittal. Streets and Access: As a non-contiguous development to other developed areas, street connections are not readily available and, except for the general alignment of 5th Street N., have not been previously planned. The City Engineering department has reviewed the project and provided the memo dated May 15, 2026. Key comments from the review are listed below: • Access locations on Lake Elmo Avenue and 10th St. N. are generally acceptable but require approval by Washington County. • 5th St. N. is a planned East/West connector and is required to be built with the subdivision improvements. • A feasibility study is required for the alignment of 5th St. N. prior to any development being approved in this area. • A feasibility study is also recommended to evaluate the proposed North/South collector to evaluate the need for secondary collector roadways and alignments that may be needed with future development. • Revisions will be required to the proposed residential streets to meet city standards. This includes additional right of way and traffic calming measures on the southeast street connecting directly to Lake Elmo Avenue. Parkland Dedication: This development could contain 900 or more residents using Lake Elmo’s average household size. These residents will need access to, and create a demand on, the City’s parks and trail system. Chapter 6 of the City’s Comprehensive Plan contains guidelines on the City’s need for park land as it continues to develop. This project is located in two separate park search areas for a neighborhood parks. Currently, the developer is proposing no parks in the development. The Parks Commission will review this project at its regular meeting on June 15, 2026. Entitlements Required: Staff have reviewed the concept level plan against the adopted 2040 Comprehensive Plan and the City’s Zoning standards. The following approvals will be required for this project to be permitted: 1. Mandatory Environmental Review – The number of units in this residential development is over the threshold triggering for a Mandatory Environmental Assessment Worksheet (EAW). This process must be completed prior to approval of the subdivision. 2. Rezone – Amend the Zoning Map to revise the subject property’s zoning district from Rural Transition (RT) to reflect the uses proposed by the development, Low Density Residential (LDR) and Medium Density Residential (MDR). 3. Comprehensive Plan amendment – Modify the MUSA Phasing plan to permit a sewered development in this area prior to 2030. 4. Planned Unit Development (PUD) – Provide flexibility to allow the developer to deviate from the City Code requirements of the proposed base zoning districts, LDR & MDR. 5. Major Subdivision – Required for the purposes of necessary Right of Way and Easement dedications. FISCAL IMPACT: The proposed concept plan represents a large development in Lake Elmo’s urban service area. New public infrastructure would be constructed and/or paid for by private developer per City policy. The City is then responsible for long-term maintenance. Development of this area of the City, with urban services and densities, is included in City financial projections. OPTIONS: Concept plan reviews are advisory and intended to provide nonbinding feedback to the Developer. RECOMMENDATION: The City Council is asked to discuss the project. A discussion question is posed on the second page of this report. Staff recommend finding any proposed project premature until and unless the Developer can supply plans consistent with land use plans, and requirements for water supply, wastewater, and roadway design in a manner acceptable to the City. ATTACHMENTS: • Concept Plans and Narrative • City Engineering memo dated May 15, 2026 • Washington County memo dated May 15, 2026 MEMORANDUM Date: May 15, 2026 To: Sophia Jensen, Senior Planner Re: Summergate Addition Nathan Fuerst, Planning Consultant Concept Plan Jason Stopa, Community Development Director Pete Tholen, Public Works Director Nate Stanley, City Engineer Chad Isakson, Assistant City Engineer From: Jack Griffin, Sr. Project Manager An engineering review has been completed for the Summergate Addition Concept Plan received on April 29, 2026. The subdivision proposes 351 units to be located in the south MUSA area between Keats Avenue and Lake Elmo Avenue, on parcels PID 3502921240001; 3502921130002 & 3502921210001. The review consisted of the following documentation: · Summergate Addition Concept Plan dated April 17, 2026. STATUS/FINDINGS: Engineering has prepared the following review comments based on the Concept Plan. The subdivision is being proposed as a noncontiguous development in the Comprehensive Plan’s 2030 Regional Staging Plan. Currently the area has no supporting public infrastructure, including sanitary sewer, public water or an adequate public street network. Therefore, the subdivision must be considered premature until a plan is developed and adopted by the City to address adequate public infrastructure. A feasibility study and preliminary design is recommended to be completed for all public improvements needed to support development in this region, including sanitary sewer, public water, and street network to determine alignments, phasing, detailed scope and size of improvements. The subdivision layout and Concept Plan should be revised to incorporate all public infrastructure that are necessary to support the development prior to the City accepting a Preliminary Plat Application. SITE PLANS, TRAFFIC AND ACCESS MANAGEMENT 1. Lake Elmo Avenue R/W dedication will be required in accordance with the Washington County Comprehensive Plan, 90 feet from the existing roadway centerline. 2. The proposed Access to Lake Elmo Avenue is shown in an acceptable location and is subject to approval by Washington County. 3. 10th Street R/W dedication will be required in accordance with the Washington County Comprehensive Plan, 75 feet from the existing roadway centerline. 4. The Concept Plan shows two proposed access locations to 10th street. New access locations are subject to approval by Washington County. Page: 2 5. Turn lanes will be required along 10th Street North and Lake Elmo Avenue as part of the subdivision improvements. The turn lanes are not shown on the concept plans and will need to be included as part of any future development application. 6. The construction of 5th Street North will be required as part of the subdivision improvements. 5th Street North is an east-west collector roadway identified in the Lake Elmo Comprehensive Transportation Plan to be needed to support growth and development between the area of Keats Avenue and Lake Elmo Avenue and south of 10th Street. 7. A feasibility study and detailed preliminary design for the 5th Street collector roadway alignment is required to determined the roadway location and acquisition of property prior to allowing any property to develop and potentially limit or prohibit the construction of this critical roadway. 8. The Concept Plan shows a secondary north-south collector roadway along the east side of the subdivision, connecting 5th Street to 10th Street. A feasibility study is also recommended to evaluate the need for secondary collector roadways and alignments that may be needed to serve the fully developed region. 9. The Phasing for the subdivision will require a primary and secondary access to be in place once the build out reaches 30 homes. 10. Residential Streets. The Concept Plan shows 60 feet wide rights-of-way for residential streets which allows for 28 feet wide streets. In higher density areas, 32 ft wide streets within 66 ft R/W are required per current City standards. Street geometric revisions will be required to meet current City design standards, in particular, at intersections. Streets will be required to terminate as temporary cul-de-sacs meeting City design standards when terminating at the edge of the subdivision. The southeast area creates a residential street extending approximately 2,400 feet from Lake Elmo Avenue with no intermediate outlet. The street will be fronted by 69 residential driveways. This street will require traffic calming measures as part of the project design to mitigate speeding. 11. Pedestrian Facilities/Connectivity. Trails and sidewalks should be incorporated into any future Concept Plans for City/County review and input. STORMWATER MANAGEMENT 1. The development will be subject to a storm water management plan meeting State, Watershed and City rules. The site is located in the Valley Branch Watershed District (VBWD). Storm water facilities proposed as part of the development to meet State and watershed permitting requirements must be constructed in accordance with the City Engineering Design Standards. 2. The Concept Plan shows areas reserved for stormwater basins that appear to be located on proposed Outlots as required. 3. The stormwater management provisions must also be incorporated to address mitigation requirements for all off-site improvements, including the construction of the new impervious surfaces for 5th Street (east-west collector street). This may also include wetland and floodplain impact mitigation. 4. A feasibility study and preliminary design for the 5th Street collector roadway alignment is recommended to determine wetland/floodplain impacts and mitigation requirements. 5. It is unclear if the Concept Plan has incorporated the Kraemer Lake Floodplain determination elevation. Any preliminary plan submittal will be required to fully detail the VBWD approved floodplain. 6. The Concept Plan must be revised to remove all residential properties from the designated floodplains and 100-year HWL areas. Page: 3 7. Stormwater management considerations must also ensure that storm water basins are not landlocked. Overland emergency overflow elevations are required and must be utilized for all stormwater ponding while maintaining the minimum vertical separation between structures low floor elevations. 8. Storm sewer infrastructure must be designed to manage the allowable maximum impervious surfaces for each Lot. MUNICIPAL WATER SUPPLY 1. Connection to the public watermain system is required. For the area to be adequately served by the public water system, an east-west trunk watermain connecting Lake Elmo Avenue and Keats Avenue will need to be part of the public improvements to support the growth and development of these properties (see attached exhibit). The developer will be responsible for all off-site trunk watermain improvements in addition to extending the public watermain internally throughout the subdivision to serve each platted lot/parcel. 2. A feasibility study, water system modeling, and preliminary design for the offsite public watermain improvements is recommended to determine the detailed scope, phasing and size of improvements prior to the receipt of any development application for the area. 3. Public watermain will also be required to be adequately looped throughout the proposed subdivision and as the project is phased. 4. Minimum 30-foot easements centered over the pipe/hydrant will be required when not located within the public right-of-way. Easements must be free from all encroachments, including retaining walls, trees, fences, small/dry utilities, or storm water management BMPs. MUNICIPAL SANITARY SEWER 1. The subdivision is in the Southwest Planning MUSA and 2030 Regional Sewer Staging Plan area and would discharge to the MCES Cottage Grove Interceptor, located along Hudson Boulevard, east of Lake Elmo Avenue. 2. Connection to the municipal sanitary sewer system is required. The developer will be responsible for all off-site improvements to extend sanitary sewer service to the subdivision in accordance with the Comprehensive Plan as depicted on Map 9-1 attached. This includes the construction of a sanitary lift station SE-6, connecting forcemain, and gravity sewer to the site and internally throughout the subdivision to serve each platted lot/parcel. 3. A feasibility study and preliminary design for the offsite public sanitary sewer improvements is recommended to determine the detailed scope, phasing and size of improvements prior to the receipt of any development application for the area. 4. All sanitary sewer improvements, whether off-site or within the development will require minimum 30-foot easements centered over the pipe/structure, if not located within a public right- of-way. Easements must be free from all encroachments, including retaining walls, trees, fences, small/dry utilities, or storm water management BMPs. ROSELAKEKRAMERLAKEGOOSELAKE#2SKramer LakeLift StationService AreaonreaCottage GroveRavineMCES ConnectionSE-3SE-4SE-2SE-1SW-5SE-5SE-6RG-1`_`_`_ North Shop | 11660 Myeron Road North | Stillwater, MN 55082-9537 P: 651-430-4300 | F: 651-430-4350 | TTY: 651-430-6246 www.washingtoncountymn.gov Washington County is an equal opportunity organization and employer May 15, 2025 Sophia Jensen City Planner City of Lake Elmo 3880 Laverne Avenue North Lake Elmo, MN 55042 Re: County Comments – Summergate Concept Plan Dear Sophia, Thank you for the opportunity to review and comment on the proposed Summergate concept plan located near Lake Elmo Avenue and 10th Street North. Washington County Public Works has reviewed the submitted concept materials and offers the following comments. At this time, Washington County has questions regarding the proposed access configuration onto the County roadway network and how the proposed access locations may relate to future access needs associated with the nearby school property and surrounding area development. Based on the concept plan, it appears that future roadway connections and access points may ultimately be located in relatively close proximity to one another along the County roadway corridor. As development in this area continues, the County wants to better understand how the proposed access locations are intended to function long term and whether sufficient spacing is being preserved for future public roadway access associated with the school and adjacent properties. In particular, the County would like additional clarification regarding: • The anticipated future access configuration for the school property; • Whether future public street or driveway connections are anticipated between the school and this development; • The spacing relationship between the proposed development access and any future school access opening; • Whether the proposed layout preserves adequate flexibility for future intersection design, turn lanes, or access modifications as traffic volumes increase over time. The County’s concern is not necessarily with the immediate concept itself, but rather ensuring that future access opportunities are not unintentionally constrained as additional development occurs in the area. PUBLIC WORKS Wayne Sandberg, P.E., Director, County Engineer Frank D. Ticknor, P.E., Deputy Director North Shop | 11660 Myeron Road North | Stillwater, MN 55082-9537 P: 651-430-4300 | F: 651-430-4350 | TTY: 651-430-6246 www.washingtoncountymn.gov Washington County is an equal opportunity organization and employer As planning progresses, Washington County would appreciate the opportunity to further coordinate with the City and development team regarding long-term access planning, spacing, and roadway operations along the corridor. If you have any questions or would like to discuss these comments further, please contact me at 651 - 430-4307 or daniel.elder@washingtoncountymn.gov. Sincerely, Daniel Elder Planner II Cc (email only): Wayne Sandberg, Public Works Director / County Engineer Frank Ticknor, Deputy Director, Public Works Lyssa Leitner, Public Works Planning Director Joe Gustafson, Traffic Engineer Kevin Peterson, Design Engineer David Schultz, West Lakeland Township St. Croix Montessori School Administration Summergate Assemblage Concept Plan Review City Council | June 2, 2026 Overview Overview Three Parcels – PIDs : •35.029.21.24.0001 & •35.029.21.21.0001 •35.029.21.13.0002 Total Acreage •117 . 8 a c r e s •~.6 ac wetland Exis ting Land Us e – Residential/Farmstead Requests: •2 Concept Plans – Alte rnative s A & B EAW Required – Number of Residential Units Issue for Council Should the City allow for development in this growth area ahead of the Comprehensive Plan’s required post 2030 phasing? Key considerations, if yes: 1.The City will have to determine roadway construction timeline for 5th St. N. and responsibility. 2.The City will have to move a land use and roadway feasibility study forward, at the Developer’s expense, to identify roadway alignments and future land uses in this growth area ahead of the 2050 Comp Plan. 3.The Developer will be required to submit plans consistent with the City’s zoning and future land use guidance. Alternative A Concept A – 389 units 26’ Row Townhomes – 122 units 52’ Single Family Lots – 96 units 55’ Single Family Lots – 102 units 65’ Single Family Lots – 69 units Alternative B Concept B – 351 units 42’ Single Family Lots – 90 units 52’ Single Family Lots – 90 units 55’ Single Family Lots – 102 units 65’ Single Family Lots – 69 units Land Use Analysis Future Land Use Zoning Land Use Analysis Oakdale Gun Club: •Regulatory buffer 750’ •Noise Study required Shoreland Overlay •Shoreland PUD anticipated •Tie ring analys is pos s ible •Variances possible Land Use Analysis FLU Categories •Lo w De ns ity Re s . (LDR) •Medium Density Res. (MDR) All land in MUSA MUSA Phasing •2030 - 2040 •2035 - 2040 Utilities and Roads Watermain Looping required through site (connect different pressure zones) Sewer connections available 5 th Street North Required Utilities and Roads Possible PUD Flexibilities Single Family Lots (both Alternatives) •Minimum Lot Area •Minimum Lot Width Attached Townhomes (Alternative A) •Townhomes without public access •Minimum Lot Area (likely) Key Considerations 1.The City will have to determine roadway construction timeline for 5th St. N. and responsibility. i.Unclear when the rest of the area will develop. Property owners have not been contacted about constructing the road. 2.The City will have to move a land use and roadway feasibility study forward, at the Developer’s expense, to identify roadway alignments and future land uses in this growth area ahead of the 2050 Comp Plan. i.Will the entire area be moved into the current phase? ii.Retaining current land use guidance may affect the city’s ability to meet Imagine 2050’s population limits by reducing options. 3.The Developer will be required to submit plans consistent with the City’s zoning and future land use guidance. QUESTIONS? Date Type Due date for packet Order Agenda Section Agenda item 6/9/2026 CC Workshop 6/2/26 City Council salary Lobbyist services-Margaret Vesel Parks Coordinator position discussion 6/16/2026 CC Meeting 6/9/26 Closed Session before meeting Info to follow at a later date (tentative) Consent Agenda Met Council Water Efficiency Grant Regular Agenda 2025 Audit Presentation Regular Agenda Inwood Commercial Preliminary Plat Regular Agenda Limerick Village Preliminary Plat and PUD Discussion Pulte Townhomes Concept Plan Regular Agenda 2040 Comprehensive Plan Amendment - Population Forecasts Regular Agenda Purchasing Policy 7/7/2026 CC Meeting 6/30/26 Closed Session before meeting Potential litigation discussion (tentative) Consent Agenda Approve appointment of election judges Consent Agenda 2nd Quarter Dashboards and Financials Regular Agenda 2nd Quarter Goals Update Regular Agenda Stormwater Utility Code Review 7/14/2026 CC Workshop 7/7/26 Old City Hall Discussion Draft 2027 - 2036 Capital Improvement Program Discussion Strategic Financial Plan - Initial Review of Models, Assumptions, and Strategic Financial Goals Closed Session before meeting Sale of Fire Station and Parks Building (tentative) 7/21/2026 CC Meeting 7/14/26 Consent Agenda Fund Transfers Closed Session Discuss sale of 11052 34TH ST N (tentative) 8/5/2026 CC Meeting 7/30/26 Consent Agenda Sunfish Deer Hunting Consent Agenda PW Snow Groomer Purchase 8/11/2026 CC Workshop 8/4/26 Discussion Draft 2027 Budget & Levy Community Engagement Results - City 180 8/18/2026 CC Meeting 8/11/26 9/1/2026 CC Meeting 8/25/26 Future Council Agenda Items *Please note: This list is subject to change* 9/8/2026 CC Workshop 9/1/26 Obstructions in ROW 9/15/2026 CC Meeting 9/8/26 Regular Agenda 2027 Preliminary Levy Consent Agenda Appoint Election Judges 10/6/2026 CC Meeting 9/29/26 Consent Agenda 3rd Quarter Dashboards and Financials Regular Agenda 3rd Quarter Goals Update 10/13/2026 CC Workshop 10/6/26 CIP F-012 Ladder 1 Replacement Approval 10/20/2026 CC Meeting 10/13/26 Regualr Agenda CIP F-012 Ladder 1 Replacement Approval 11/4/2026 CC Meeting Regular Agenda Bonding 11/10/2026 Special Meeting Canvass Election Results 11/10/2026 CC Workshop Employee Policies Updates 11/17/2026 CC Meeting Regular Agenda 12/1/2026 CC Meeting Regular Agenda 12/8/2026 CC Workshop 12/15/2026 CC Meeting