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04-07-26 City Council Meeting Packet
City Council Meeting Tuesday, April 7, 2026 7:00 p.m. City of Lake Elmo | 3880 Laverne Avenue North AGENDA Call To Order/Pledge Of Allegiance Approval Of Agenda Approval Of Minutes 03 -03 -26 CITY COUNCIL MEETING MINUTES.PDF 03 -17 -26 CITY COUNCIL MEETING MINUTES.PDF Public Comments/Inquiries Consent Agenda Approve Payments And Disbursements PAYMENTS AND DISBURSEMENTS.PDF Approve Arbor Day Proclamation COUNCIL REPORT.PDF ARBOR DAY PROCLAMATION.PDF ARBOR DAY TREE GIVEAWAY 2026.PDF Approve Lake Elmo Lake Association Grant Application 2025 COUNCIL MEMO -LAKE ELMO LAKE ASSOCIATION GRANT REIMBURSEMENT 2025.PDF LELA 2025 GRANT APPLICATION.PDF Approve 2026 Washington County Recycling Grant COUNCIL MEMO - APPROVE 2026 WA COUNTY RECYCLING GRANT 2026.PDF Approve Special Event Permit For 4th Of July Parade STAFF REPORT - 4TH OF JULY PARADE PERMIT.PDF 4TH OF JULY PARADE PERMIT APPLICATION.PDF Denial Of Special Event Permit At 12058 55th St N STAFF REPORT - SPECIAL EVENT PERMIT - THEATRE PRODUCTION.PDF APPLICATION.PDF MN 1306.PDF WEDDING BARNS.PDF Adopt Resolution Establishing Polling Locations STAFF REPORT - POLLING LOCATIONS.PDF POLLING PLACE RESOLUTION.PDF Authorize Design Services For The Elmo's Pup Park Parking Lot Improvements COUNCIL MEMO -AUTHORIZE DESIGN -PUP PARK PARKING LOT.PDF LOCATION MAP -PUP PARK.PDF PROJECT SCHEDULE -PUP PARK.PDF Approve Farm Lease For City Owned 76 Acres STAFF REPORT APPROVE 76 ACRE FARM LEASE 4 -7 -26.PDF PARK LAND FARM LEASE - SEE 2026 FINAL.PDF Approve Fire Captain Job Description STAFF REPORT - FIRE CAPTAIN JOB DESCRIPTION.PDF FIRE CAPTAIN JOB DESCRIPTION.PDF Approve Special Projects Manager Employment Agreement STAFF REPORT - SPECIAL PROJECTS MANAGER EMPLOYMENT AGREEMENT.PDF SPECIAL PROJECTS MANAGER EMPLOYMENT AGREEMENT.PDF Approve Lawn Mowing Contract 2026 -2028 COUNCIL MEMO - MOWING CONTRACT 2026 _1.PDF LAWN MAINTENANCE RFP 2026 -28_1.PDF LAWN MAINTENANCE BIDS 2026.PDF LE MOWING CONTRACT COPY 04.01.26.PDF Approve Public Works Purchase Of 2026 Utility Pickup STAFF REPORT 2026 PICKUP.PDF 2026 PICKUP PURCHASE ATTACHMENTS.PDF Accept Improvements And Approve Pay Request No. 19 (Final) For The Water Tower No. 3 Project COUNCIL MEMO -WATER TOWER 3 PR 19 (F).PDF WATER TOWER 3 PAY REQUEST NO. 19 (FINAL).PDF Regular Agenda Preliminary Plat And Open Space Planned Unit Development - Granvia Preserve Senior City Planner Sophia Jensen presenting COUNCIL MEMO - GRANVIA PRESERVE PRELIMINARY PLAT AND OP PUD.PDF ORDINANCE 2026 - 03 GRANVIA PRESERVE OP PUD.PDF RESOLUTION 2026 -021 GRANVIA PRESERVE PRELIM PLAT AND OP PUD.PDF RESOLUTION 2026 -022 SUM OF PUB GRANVIA OP PUD.PDF PRESENTATION - GRANVIA PRESERVE PRELIM PLAT AND OP PUD.PDF City Standards For Watermain City Engineer Nate Stanley Presenting COUNCIL MEMO -CITY STANDARDS FOR WATERMAIN.PDF MEMO -CITY WATERMAIN STANDARDS.PDF PRESENTATION -CITY STANDARD FOR WATERMAIN.PDF Authorize Design Services For The Section 16 - Phase 2 Sanitary Sewer Extension City Engineer Nate Stanley presenting COUNCIL MEMO -AUTHORIZE DESIGN -SECTION 16 -PHASE 2 SS EXT.PDF LOCATION MAP -SECTION 16 SANITARY SEWER PHASE 2.PDF PROJECT SCHEDULE -SECTION 16 PH 2 SS.PDF PRESENTATION -SECTION 16 PH 2 SS EXT.PDF 2050 Comprehensive Plan Contract With Bolton And Menk COUNCIL MEMO - 2050 COMPREHENSIVE PLAN PROPOSAL_CONTRACT AWARD.PDF ATTACHMENT 2050 COMP PLAN SCOPE.PDF Annual Report City Department Heads presenting COUNCIL MEMO -2025 CITY OF LAKE ELMO ANNUAL REPORT.PDF CITY OF LAKE ELMO ANNUAL REPORTA.PDF LAKE ELMO ANNUAL REPORT PPTFINALA.PDF Agenda Procedures COUNCIL MEMO -AGENDA PROCEDURES.PDF CURRENT CITY CODE ORDER OF BUSINESS AT REGULAR MEETINGS.PDF CURRENT CITY CODE -MEETINGS INCLUDING SPECIAL AND EMERGENCY.PDF EXAMPLES OF OTHER CITIES AGENDA SETTING PROCEDURES.PDF 250th Anniversary Of The USA Celebration Discussion COUNCIL MEMO -250TH CELEBRATION DISCUSSION.PDF COUNCIL MEMO -MARCH 10TH.PDF Future Agenda Items FUTURE AGENDA ITEMS.PDF Council Reports Staff Reports 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. Documents: D. E. 1. Documents: 2. Documents: 3. Documents: 4. Documents: 5. Documents: 6. Documents: 7. Documents: 8. Documents: 9. Documents: 10. Documents: 11. Documents: 12. Documents: 13. Documents: 14. Documents: F. 1. Documents: 2. Documents: 3. Documents: 4. Documents: 5. Documents: 6. Documents: 7. Documents: G. Documents: H. I. J. City Council MeetingTuesday, April 7, 2026 7:00 p.m.City of Lake Elmo | 3880 Laverne Avenue NorthAGENDACall To Order/Pledge Of AllegianceApproval Of AgendaApproval Of Minutes03-03 -26 CITY COUNCIL MEETING MINUTES.PDF03-17 -26 CITY COUNCIL MEETING MINUTES.PDFPublic Comments/InquiriesConsent AgendaApprove Payments And DisbursementsPAYMENTS AND DISBURSEMENTS.PDFApprove Arbor Day ProclamationCOUNCIL REPORT.PDFARBOR DAY PROCLAMATION.PDFARBOR DAY TREE GIVEAWAY 2026.PDFApprove Lake Elmo Lake Association Grant Application 2025COUNCIL MEMO -LAKE ELMO LAKE ASSOCIATION GRANT REIMBURSEMENT 2025.PDFLELA 2025 GRANT APPLICATION.PDF Approve 2026 Washington County Recycling Grant COUNCIL MEMO - APPROVE 2026 WA COUNTY RECYCLING GRANT 2026.PDF Approve Special Event Permit For 4th Of July Parade STAFF REPORT - 4TH OF JULY PARADE PERMIT.PDF 4TH OF JULY PARADE PERMIT APPLICATION.PDF Denial Of Special Event Permit At 12058 55th St N STAFF REPORT - SPECIAL EVENT PERMIT - THEATRE PRODUCTION.PDF APPLICATION.PDF MN 1306.PDF WEDDING BARNS.PDF Adopt Resolution Establishing Polling Locations STAFF REPORT - POLLING LOCATIONS.PDF POLLING PLACE RESOLUTION.PDF Authorize Design Services For The Elmo's Pup Park Parking Lot Improvements COUNCIL MEMO -AUTHORIZE DESIGN -PUP PARK PARKING LOT.PDF LOCATION MAP -PUP PARK.PDF PROJECT SCHEDULE -PUP PARK.PDF Approve Farm Lease For City Owned 76 Acres STAFF REPORT APPROVE 76 ACRE FARM LEASE 4 -7 -26.PDF PARK LAND FARM LEASE - SEE 2026 FINAL.PDF Approve Fire Captain Job Description STAFF REPORT - FIRE CAPTAIN JOB DESCRIPTION.PDF FIRE CAPTAIN JOB DESCRIPTION.PDF Approve Special Projects Manager Employment Agreement STAFF REPORT - SPECIAL PROJECTS MANAGER EMPLOYMENT AGREEMENT.PDF SPECIAL PROJECTS MANAGER EMPLOYMENT AGREEMENT.PDF Approve Lawn Mowing Contract 2026 -2028 COUNCIL MEMO - MOWING CONTRACT 2026 _1.PDF LAWN MAINTENANCE RFP 2026 -28_1.PDF LAWN MAINTENANCE BIDS 2026.PDF LE MOWING CONTRACT COPY 04.01.26.PDF Approve Public Works Purchase Of 2026 Utility Pickup STAFF REPORT 2026 PICKUP.PDF 2026 PICKUP PURCHASE ATTACHMENTS.PDF Accept Improvements And Approve Pay Request No. 19 (Final) For The Water Tower No. 3 Project COUNCIL MEMO -WATER TOWER 3 PR 19 (F).PDF WATER TOWER 3 PAY REQUEST NO. 19 (FINAL).PDF Regular Agenda Preliminary Plat And Open Space Planned Unit Development - Granvia Preserve Senior City Planner Sophia Jensen presenting COUNCIL MEMO - GRANVIA PRESERVE PRELIMINARY PLAT AND OP PUD.PDF ORDINANCE 2026 - 03 GRANVIA PRESERVE OP PUD.PDF RESOLUTION 2026 -021 GRANVIA PRESERVE PRELIM PLAT AND OP PUD.PDF RESOLUTION 2026 -022 SUM OF PUB GRANVIA OP PUD.PDF PRESENTATION - GRANVIA PRESERVE PRELIM PLAT AND OP PUD.PDF City Standards For Watermain City Engineer Nate Stanley Presenting COUNCIL MEMO -CITY STANDARDS FOR WATERMAIN.PDF MEMO -CITY WATERMAIN STANDARDS.PDF PRESENTATION -CITY STANDARD FOR WATERMAIN.PDF Authorize Design Services For The Section 16 - Phase 2 Sanitary Sewer Extension City Engineer Nate Stanley presenting COUNCIL MEMO -AUTHORIZE DESIGN -SECTION 16 -PHASE 2 SS EXT.PDF LOCATION MAP -SECTION 16 SANITARY SEWER PHASE 2.PDF PROJECT SCHEDULE -SECTION 16 PH 2 SS.PDF PRESENTATION -SECTION 16 PH 2 SS EXT.PDF 2050 Comprehensive Plan Contract With Bolton And Menk COUNCIL MEMO - 2050 COMPREHENSIVE PLAN PROPOSAL_CONTRACT AWARD.PDF ATTACHMENT 2050 COMP PLAN SCOPE.PDF Annual Report City Department Heads presenting COUNCIL MEMO -2025 CITY OF LAKE ELMO ANNUAL REPORT.PDF CITY OF LAKE ELMO ANNUAL REPORTA.PDF LAKE ELMO ANNUAL REPORT PPTFINALA.PDF Agenda Procedures COUNCIL MEMO -AGENDA PROCEDURES.PDF CURRENT CITY CODE ORDER OF BUSINESS AT REGULAR MEETINGS.PDF CURRENT CITY CODE -MEETINGS INCLUDING SPECIAL AND EMERGENCY.PDF EXAMPLES OF OTHER CITIES AGENDA SETTING PROCEDURES.PDF 250th Anniversary Of The USA Celebration Discussion COUNCIL MEMO -250TH CELEBRATION DISCUSSION.PDF COUNCIL MEMO -MARCH 10TH.PDF Future Agenda Items FUTURE AGENDA ITEMS.PDF Council Reports Staff Reports 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.Documents:D.E.1.Documents:2.Documents:3.Documents: 4. Documents: 5. Documents: 6. Documents: 7. Documents: 8. Documents: 9. Documents: 10. Documents: 11. Documents: 12. Documents: 13. Documents: 14. Documents: F. 1. Documents: 2. Documents: 3. Documents: 4. Documents: 5. Documents: 6. Documents: 7. Documents: G. Documents: H. I. J. City Council MeetingTuesday, April 7, 2026 7:00 p.m.City of Lake Elmo | 3880 Laverne Avenue NorthAGENDACall To Order/Pledge Of AllegianceApproval Of AgendaApproval Of Minutes03-03 -26 CITY COUNCIL MEETING MINUTES.PDF03-17 -26 CITY COUNCIL MEETING MINUTES.PDFPublic Comments/InquiriesConsent AgendaApprove Payments And DisbursementsPAYMENTS AND DISBURSEMENTS.PDFApprove Arbor Day ProclamationCOUNCIL REPORT.PDFARBOR DAY PROCLAMATION.PDFARBOR DAY TREE GIVEAWAY 2026.PDFApprove Lake Elmo Lake Association Grant Application 2025COUNCIL MEMO -LAKE ELMO LAKE ASSOCIATION GRANT REIMBURSEMENT 2025.PDFLELA 2025 GRANT APPLICATION.PDFApprove 2026 Washington County Recycling GrantCOUNCIL MEMO - APPROVE 2026 WA COUNTY RECYCLING GRANT 2026.PDFApprove Special Event Permit For 4th Of July ParadeSTAFF REPORT - 4TH OF JULY PARADE PERMIT.PDF4TH OF JULY PARADE PERMIT APPLICATION.PDFDenial Of Special Event Permit At 12058 55th St NSTAFF REPORT - SPECIAL EVENT PERMIT - THEATRE PRODUCTION.PDFAPPLICATION.PDFMN 1306.PDFWEDDING BARNS.PDFAdopt Resolution Establishing Polling LocationsSTAFF REPORT - POLLING LOCATIONS.PDFPOLLING PLACE RESOLUTION.PDFAuthorize Design Services For The Elmo's Pup Park Parking Lot ImprovementsCOUNCIL MEMO -AUTHORIZE DESIGN -PUP PARK PARKING LOT.PDFLOCATION MAP -PUP PARK.PDFPROJECT SCHEDULE -PUP PARK.PDFApprove Farm Lease For City Owned 76 AcresSTAFF REPORT APPROVE 76 ACRE FARM LEASE 4 -7 -26.PDFPARK LAND FARM LEASE - SEE 2026 FINAL.PDFApprove Fire Captain Job DescriptionSTAFF REPORT - FIRE CAPTAIN JOB DESCRIPTION.PDFFIRE CAPTAIN JOB DESCRIPTION.PDFApprove Special Projects Manager Employment AgreementSTAFF REPORT - SPECIAL PROJECTS MANAGER EMPLOYMENT AGREEMENT.PDF SPECIAL PROJECTS MANAGER EMPLOYMENT AGREEMENT.PDF Approve Lawn Mowing Contract 2026 -2028 COUNCIL MEMO - MOWING CONTRACT 2026 _1.PDF LAWN MAINTENANCE RFP 2026 -28_1.PDF LAWN MAINTENANCE BIDS 2026.PDF LE MOWING CONTRACT COPY 04.01.26.PDF Approve Public Works Purchase Of 2026 Utility Pickup STAFF REPORT 2026 PICKUP.PDF 2026 PICKUP PURCHASE ATTACHMENTS.PDF Accept Improvements And Approve Pay Request No. 19 (Final) For The Water Tower No. 3 Project COUNCIL MEMO -WATER TOWER 3 PR 19 (F).PDF WATER TOWER 3 PAY REQUEST NO. 19 (FINAL).PDF Regular Agenda Preliminary Plat And Open Space Planned Unit Development - Granvia Preserve Senior City Planner Sophia Jensen presenting COUNCIL MEMO - GRANVIA PRESERVE PRELIMINARY PLAT AND OP PUD.PDF ORDINANCE 2026 - 03 GRANVIA PRESERVE OP PUD.PDF RESOLUTION 2026 -021 GRANVIA PRESERVE PRELIM PLAT AND OP PUD.PDF RESOLUTION 2026 -022 SUM OF PUB GRANVIA OP PUD.PDF PRESENTATION - GRANVIA PRESERVE PRELIM PLAT AND OP PUD.PDF City Standards For Watermain City Engineer Nate Stanley Presenting COUNCIL MEMO -CITY STANDARDS FOR WATERMAIN.PDF MEMO -CITY WATERMAIN STANDARDS.PDF PRESENTATION -CITY STANDARD FOR WATERMAIN.PDF Authorize Design Services For The Section 16 - Phase 2 Sanitary Sewer Extension City Engineer Nate Stanley presenting COUNCIL MEMO -AUTHORIZE DESIGN -SECTION 16 -PHASE 2 SS EXT.PDF LOCATION MAP -SECTION 16 SANITARY SEWER PHASE 2.PDF PROJECT SCHEDULE -SECTION 16 PH 2 SS.PDF PRESENTATION -SECTION 16 PH 2 SS EXT.PDF 2050 Comprehensive Plan Contract With Bolton And Menk COUNCIL MEMO - 2050 COMPREHENSIVE PLAN PROPOSAL_CONTRACT AWARD.PDF ATTACHMENT 2050 COMP PLAN SCOPE.PDF Annual Report City Department Heads presenting COUNCIL MEMO -2025 CITY OF LAKE ELMO ANNUAL REPORT.PDF CITY OF LAKE ELMO ANNUAL REPORTA.PDF LAKE ELMO ANNUAL REPORT PPTFINALA.PDF Agenda Procedures COUNCIL MEMO -AGENDA PROCEDURES.PDF CURRENT CITY CODE ORDER OF BUSINESS AT REGULAR MEETINGS.PDF CURRENT CITY CODE -MEETINGS INCLUDING SPECIAL AND EMERGENCY.PDF EXAMPLES OF OTHER CITIES AGENDA SETTING PROCEDURES.PDF 250th Anniversary Of The USA Celebration Discussion COUNCIL MEMO -250TH CELEBRATION DISCUSSION.PDF COUNCIL MEMO -MARCH 10TH.PDF Future Agenda Items FUTURE AGENDA ITEMS.PDF Council Reports Staff Reports 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.Documents:D.E.1.Documents:2.Documents:3.Documents:4.Documents:5.Documents:6.Documents:7.Documents:8.Documents:9.Documents:10.Documents:11.Documents: 12. Documents: 13. Documents: 14. Documents: F. 1. Documents: 2. Documents: 3. Documents: 4. Documents: 5. Documents: 6. Documents: 7. Documents: G. Documents: H. I. J. City Council MeetingTuesday, April 7, 2026 7:00 p.m.City of Lake Elmo | 3880 Laverne Avenue NorthAGENDACall To Order/Pledge Of AllegianceApproval Of AgendaApproval Of Minutes03-03 -26 CITY COUNCIL MEETING MINUTES.PDF03-17 -26 CITY COUNCIL MEETING MINUTES.PDFPublic Comments/InquiriesConsent AgendaApprove Payments And DisbursementsPAYMENTS AND DISBURSEMENTS.PDFApprove Arbor Day ProclamationCOUNCIL REPORT.PDFARBOR DAY PROCLAMATION.PDFARBOR DAY TREE GIVEAWAY 2026.PDFApprove Lake Elmo Lake Association Grant Application 2025COUNCIL MEMO -LAKE ELMO LAKE ASSOCIATION GRANT REIMBURSEMENT 2025.PDFLELA 2025 GRANT APPLICATION.PDFApprove 2026 Washington County Recycling GrantCOUNCIL MEMO - APPROVE 2026 WA COUNTY RECYCLING GRANT 2026.PDFApprove Special Event Permit For 4th Of July ParadeSTAFF REPORT - 4TH OF JULY PARADE PERMIT.PDF4TH OF JULY PARADE PERMIT APPLICATION.PDFDenial Of Special Event Permit At 12058 55th St NSTAFF REPORT - SPECIAL EVENT PERMIT - THEATRE PRODUCTION.PDFAPPLICATION.PDFMN 1306.PDFWEDDING BARNS.PDFAdopt Resolution Establishing Polling LocationsSTAFF REPORT - POLLING LOCATIONS.PDFPOLLING PLACE RESOLUTION.PDFAuthorize Design Services For The Elmo's Pup Park Parking Lot ImprovementsCOUNCIL MEMO -AUTHORIZE DESIGN -PUP PARK PARKING LOT.PDFLOCATION MAP -PUP PARK.PDFPROJECT SCHEDULE -PUP PARK.PDFApprove Farm Lease For City Owned 76 AcresSTAFF REPORT APPROVE 76 ACRE FARM LEASE 4 -7 -26.PDFPARK LAND FARM LEASE - SEE 2026 FINAL.PDFApprove Fire Captain Job DescriptionSTAFF REPORT - FIRE CAPTAIN JOB DESCRIPTION.PDFFIRE CAPTAIN JOB DESCRIPTION.PDFApprove Special Projects Manager Employment AgreementSTAFF REPORT - SPECIAL PROJECTS MANAGER EMPLOYMENT AGREEMENT.PDFSPECIAL PROJECTS MANAGER EMPLOYMENT AGREEMENT.PDFApprove Lawn Mowing Contract 2026 -2028COUNCIL MEMO - MOWING CONTRACT 2026 _1.PDFLAWN MAINTENANCE RFP 2026 -28_1.PDFLAWN MAINTENANCE BIDS 2026.PDFLE MOWING CONTRACT COPY 04.01.26.PDFApprove Public Works Purchase Of 2026 Utility PickupSTAFF REPORT 2026 PICKUP.PDF2026 PICKUP PURCHASE ATTACHMENTS.PDFAccept Improvements And Approve Pay Request No. 19 (Final) For The Water Tower No. 3 Project COUNCIL MEMO -WATER TOWER 3 PR 19 (F).PDFWATER TOWER 3 PAY REQUEST NO. 19 (FINAL).PDFRegular AgendaPreliminary Plat And Open Space Planned Unit Development - Granvia PreserveSenior City Planner Sophia Jensen presentingCOUNCIL MEMO - GRANVIA PRESERVE PRELIMINARY PLAT AND OP PUD.PDFORDINANCE 2026 - 03 GRANVIA PRESERVE OP PUD.PDFRESOLUTION 2026 -021 GRANVIA PRESERVE PRELIM PLAT AND OP PUD.PDFRESOLUTION 2026 -022 SUM OF PUB GRANVIA OP PUD.PDFPRESENTATION - GRANVIA PRESERVE PRELIM PLAT AND OP PUD.PDFCity Standards For WatermainCity Engineer Nate Stanley PresentingCOUNCIL MEMO -CITY STANDARDS FOR WATERMAIN.PDFMEMO-CITY WATERMAIN STANDARDS.PDFPRESENTATION-CITY STANDARD FOR WATERMAIN.PDFAuthorize Design Services For The Section 16 - Phase 2 Sanitary Sewer Extension City Engineer Nate Stanley presenting COUNCIL MEMO -AUTHORIZE DESIGN -SECTION 16 -PHASE 2 SS EXT.PDF LOCATION MAP -SECTION 16 SANITARY SEWER PHASE 2.PDF PROJECT SCHEDULE -SECTION 16 PH 2 SS.PDF PRESENTATION -SECTION 16 PH 2 SS EXT.PDF 2050 Comprehensive Plan Contract With Bolton And Menk COUNCIL MEMO - 2050 COMPREHENSIVE PLAN PROPOSAL_CONTRACT AWARD.PDF ATTACHMENT 2050 COMP PLAN SCOPE.PDF Annual Report City Department Heads presenting COUNCIL MEMO -2025 CITY OF LAKE ELMO ANNUAL REPORT.PDF CITY OF LAKE ELMO ANNUAL REPORTA.PDF LAKE ELMO ANNUAL REPORT PPTFINALA.PDF Agenda Procedures COUNCIL MEMO -AGENDA PROCEDURES.PDF CURRENT CITY CODE ORDER OF BUSINESS AT REGULAR MEETINGS.PDF CURRENT CITY CODE -MEETINGS INCLUDING SPECIAL AND EMERGENCY.PDF EXAMPLES OF OTHER CITIES AGENDA SETTING PROCEDURES.PDF 250th Anniversary Of The USA Celebration Discussion COUNCIL MEMO -250TH CELEBRATION DISCUSSION.PDF COUNCIL MEMO -MARCH 10TH.PDF Future Agenda Items FUTURE AGENDA ITEMS.PDF Council Reports Staff Reports 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.Documents:D.E.1.Documents:2.Documents:3.Documents:4.Documents:5.Documents:6.Documents:7.Documents:8.Documents:9.Documents:10.Documents:11.Documents:12.Documents:13.Documents:14.Documents:F.1.Documents:2.Documents:3. Documents: 4. Documents: 5. Documents: 6. Documents: 7. Documents: G. Documents: H. I. J. City Council MeetingTuesday, April 7, 2026 7:00 p.m.City of Lake Elmo | 3880 Laverne Avenue NorthAGENDACall To Order/Pledge Of AllegianceApproval Of AgendaApproval Of Minutes03-03 -26 CITY COUNCIL MEETING MINUTES.PDF03-17 -26 CITY COUNCIL MEETING MINUTES.PDFPublic Comments/InquiriesConsent AgendaApprove Payments And DisbursementsPAYMENTS AND DISBURSEMENTS.PDFApprove Arbor Day ProclamationCOUNCIL REPORT.PDFARBOR DAY PROCLAMATION.PDFARBOR DAY TREE GIVEAWAY 2026.PDFApprove Lake Elmo Lake Association Grant Application 2025COUNCIL MEMO -LAKE ELMO LAKE ASSOCIATION GRANT REIMBURSEMENT 2025.PDFLELA 2025 GRANT APPLICATION.PDFApprove 2026 Washington County Recycling GrantCOUNCIL MEMO - APPROVE 2026 WA COUNTY RECYCLING GRANT 2026.PDFApprove Special Event Permit For 4th Of July ParadeSTAFF REPORT - 4TH OF JULY PARADE PERMIT.PDF4TH OF JULY PARADE PERMIT APPLICATION.PDFDenial Of Special Event Permit At 12058 55th St NSTAFF REPORT - SPECIAL EVENT PERMIT - THEATRE PRODUCTION.PDFAPPLICATION.PDFMN 1306.PDFWEDDING BARNS.PDFAdopt Resolution Establishing Polling LocationsSTAFF REPORT - POLLING LOCATIONS.PDFPOLLING PLACE RESOLUTION.PDFAuthorize Design Services For The Elmo's Pup Park Parking Lot ImprovementsCOUNCIL MEMO -AUTHORIZE DESIGN -PUP PARK PARKING LOT.PDFLOCATION MAP -PUP PARK.PDFPROJECT SCHEDULE -PUP PARK.PDFApprove Farm Lease For City Owned 76 AcresSTAFF REPORT APPROVE 76 ACRE FARM LEASE 4 -7 -26.PDFPARK LAND FARM LEASE - SEE 2026 FINAL.PDFApprove Fire Captain Job DescriptionSTAFF REPORT - FIRE CAPTAIN JOB DESCRIPTION.PDFFIRE CAPTAIN JOB DESCRIPTION.PDFApprove Special Projects Manager Employment AgreementSTAFF REPORT - SPECIAL PROJECTS MANAGER EMPLOYMENT AGREEMENT.PDFSPECIAL PROJECTS MANAGER EMPLOYMENT AGREEMENT.PDFApprove Lawn Mowing Contract 2026 -2028COUNCIL MEMO - MOWING CONTRACT 2026 _1.PDFLAWN MAINTENANCE RFP 2026 -28_1.PDFLAWN MAINTENANCE BIDS 2026.PDFLE MOWING CONTRACT COPY 04.01.26.PDFApprove Public Works Purchase Of 2026 Utility PickupSTAFF REPORT 2026 PICKUP.PDF2026 PICKUP PURCHASE ATTACHMENTS.PDFAccept Improvements And Approve Pay Request No. 19 (Final) For The Water Tower No. 3 Project COUNCIL MEMO -WATER TOWER 3 PR 19 (F).PDFWATER TOWER 3 PAY REQUEST NO. 19 (FINAL).PDFRegular AgendaPreliminary Plat And Open Space Planned Unit Development - Granvia PreserveSenior City Planner Sophia Jensen presentingCOUNCIL MEMO - GRANVIA PRESERVE PRELIMINARY PLAT AND OP PUD.PDFORDINANCE 2026 - 03 GRANVIA PRESERVE OP PUD.PDFRESOLUTION 2026 -021 GRANVIA PRESERVE PRELIM PLAT AND OP PUD.PDFRESOLUTION 2026 -022 SUM OF PUB GRANVIA OP PUD.PDFPRESENTATION - GRANVIA PRESERVE PRELIM PLAT AND OP PUD.PDFCity Standards For WatermainCity Engineer Nate Stanley PresentingCOUNCIL MEMO -CITY STANDARDS FOR WATERMAIN.PDFMEMO-CITY WATERMAIN STANDARDS.PDFPRESENTATION-CITY STANDARD FOR WATERMAIN.PDFAuthorize Design Services For The Section 16 - Phase 2 Sanitary Sewer ExtensionCity Engineer Nate Stanley presentingCOUNCIL MEMO -AUTHORIZE DESIGN -SECTION 16 -PHASE 2 SS EXT.PDFLOCATION MAP -SECTION 16 SANITARY SEWER PHASE 2.PDFPROJECT SCHEDULE -SECTION 16 PH 2 SS.PDFPRESENTATION-SECTION 16 PH 2 SS EXT.PDF2050 Comprehensive Plan Contract With Bolton And MenkCOUNCIL MEMO - 2050 COMPREHENSIVE PLAN PROPOSAL_CONTRACT AWARD.PDFATTACHMENT 2050 COMP PLAN SCOPE.PDFAnnual ReportCity Department Heads presentingCOUNCIL MEMO -2025 CITY OF LAKE ELMO ANNUAL REPORT.PDFCITY OF LAKE ELMO ANNUAL REPORTA.PDFLAKE ELMO ANNUAL REPORT PPTFINALA.PDFAgenda ProceduresCOUNCIL MEMO -AGENDA PROCEDURES.PDFCURRENT CITY CODE ORDER OF BUSINESS AT REGULAR MEETINGS.PDFCURRENT CITY CODE -MEETINGS INCLUDING SPECIAL AND EMERGENCY.PDFEXAMPLES OF OTHER CITIES AGENDA SETTING PROCEDURES.PDF250th Anniversary Of The USA Celebration DiscussionCOUNCIL MEMO -250TH CELEBRATION DISCUSSION.PDFCOUNCIL MEMO -MARCH 10TH.PDFFuture Agenda ItemsFUTURE AGENDA ITEMS.PDFCouncil ReportsStaff ReportsAdjourn 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.Documents:D.E.1.Documents:2.Documents:3.Documents:4.Documents:5.Documents:6.Documents:7.Documents:8.Documents:9.Documents:10.Documents:11.Documents:12.Documents:13.Documents:14.Documents:F.1.Documents:2.Documents:3.Documents:4.Documents:5.Documents:6.Documents:7.Documents:G.Documents:H.I.J. CITY OF LAKE ELMO CITY COUNCIL MINUTES MARCH 3, 2026 CALL TO ORDER/PLEDGE OF ALLEGIANCE Mayor Cadenhead called the meeting to order at 7:00 pm. PRESENT: Acting Mayor Jeff Holtz and Councilmembers, Nick Dragisich, Matt Hirn and Nick Kragness. Staff present: Administrator Miller, City Attorney Sonsalla, City Engineer Stanley, Public Works Director Tholen, City Planner Monterusso, Finance Director Hadler and Administrative Services Director Doyle. APPROVAL OF AGENDA Councilmember Dragisich, seconded by Councilmember Hirn, moved TO APPROVE THE AGENDA AS PRESENTED. Motion passed 4 – 0. PRESENTATIONS Minnesota GreenStep Program City Planner Monterusso and Kristin Moroz, MPCA, reviewed the city’s GreenStep program status and outlined the program steps and actions. Ms. Moroz presented the city with Gold Leaf awards based on actions the city has taken. PUBLIC COMMENTS/INQUIRIES None ACCEPT MINUTES Councilmember Hirn, seconded by Councilmember Dragisich, moved TO ACCEPT THE MINUTES OF THE FEBRUARY 17, 2026 CITY COUNCIL MEETING AS PRESENTED. Motion passed 4 – 0. CONSENT AGENDA 1.Approve Payment of Disbursements 2.Approve Farm Lease for City Owned 180 Acres 3.Approve Lake Elmo Strategic Communications Plan 4.Approve Massage Therapy License Renewal 5.Approve Lake Elmo Firehouse Addition 6.Approve Lake Elmo Fire Department VBWD Training Agreement LAKE ELMO CITY COUNCIL MINUTES March 3, 2026 Page 2 of 3 Councilmember Hirn, seconded by Councilmember Kragness, moved TO APPROVE THE CONSENT AGENDA AS PRESENTED. Motion passed 4 - 0. REGULAR AGENDA ITEM 1: Class and Compensation Update Administrative Services Director Doyle reported that the city received three proposals for a compensation update and staff is recommending moving forward with Flaherty & Hood. Brandon Fitzsimmons, Flaherty & Hood, presented an overview of the company and the scope of the proposed compensation update. Discussion was held regarding cost effectiveness of adjusting staff compensation. Councilmember Kragness, seconded by Councilmember Dragisich, moved TO APPROVE THE FLAHERTY & HOOD AGREEMENT PROVIDING COMPENSATION UDPATE SERVICES. Motion passed 4 – 0. ITEM 2: Stormwater Utility Code Review City Administrator Miller noted that the Stormwater Utility was discussed a workshop and a scope for review was included in the current budget. Discussion was held regarding issuing an RFP for an in depth review, the appeal process, income based credits, equitable fees, stormwater fund for projects, HOA maintenance agreements and impervious surface calculations. Engineer Stanley Councilmember Kragness, seconded by Acting Mayor Holtz, moved TO APPROVE THE SCOPE FOR REVIEW OF STORMWATER FEE AS PROVIDED BY BOLTON & MENK. Motion failed 0 – 4. Councilmember Dragisich, seconded by Councilmember Hirn, moved TO UNDERTAKE A REVIEW OF THE STORMWATER UTILITY, TO LOOK AT THE CHARGED SYSTEM AND TO MAKE SURE IT IS FAIR AND EQUITABLE AND PASSES THE COST ON TO EACH CLASSIFICATION OF PROPERTY IN THE MOST FAIR WAY AND REQUEST BOLTON AND MENK PROVIDE A PROPOSAL FOR THAT WORK. TO DIRECT THE FINANCE DEPARTMENT TO WORK ON THE FEES, FINANCING OF PROJECT, APPEALS PROCESS AND ADD REVIEW OF HOA AGREEMENTS AS A TASK TO BE DONE. Motion passed 4 – 0. LAKE ELMO CITY COUNCIL MINUTES March 3, 2026 Page 3 of 3 COUNCIL REPORTS None STAFF REPORTS AND ANNOUNCEMENTS City Administrator Miller: Reported annual employee recognition event coming up and employee survey will also be issued soon. Finance Director Hadler: Commented on the effectiveness of the new finance software and utility billing. Public Works Director Tholen: Introduced himself to the Council Fire Chief Kalis: Meeting adjourned at 8:33 p.m. LAKE ELMO CITY COUNCIL ATTEST: ______________________________ Charles Cadenhead, Mayor _______________________________ Julie Johnson, City Clerk P a g e 1 | 3 C I T Y O F L A K E E L M O C I T Y C O U N C I L M I N U T E S M a r c h 1 7 , 2 0 2 6 CALL TO ORDER/PLEDGE OF ALLEGIANCE Mayor Cadenhead called the meeting to order at 7:00 pm. PRESENT:Mayor Charles Cadenhead and Councilmembers Matt Hirn (via video)and Nick Kragness. ABSENT: Councilmembers Nick Dragisich and Jeff Holtz. Staff present:Administrator Miller,City Attorney Sonsalla,City Engineer Stanley,Community Development Director Stopa,Senior Planner Jensen,Finance Director Hadler and Finance Coordinator Kraemer. APPROVAL OF AGENDA Councilmember Kragness, seconded by Councilmember Hirn, moved TO APPROVE THE AGENDA AS PRESENTED. Roll call vote taken. Motion passed 3 – 0. Public Comments / Inquiries None ACCEPT MINUTES Councilmember Kragness, seconded by Councilmember Hirn, moved TO ACCEPT THE MINUTES OF THE MARCH 3, 2026 SPECIAL CITY COUNCIL MEETING AS PRESENTED. Roll call vote taken. Motion passed 3 – 0. CONSENT AGENDA 1.Approve Payment of Disbursements 2.Approve Operator III Hiring 3.Approve Budget Amendment – Tree Fund 4.Approve Reimbursement Resolution 5.Approve Engineering Design Standards Updates Councilmember Kragness, seconded by Councilmember Hirn, moved TO APPROVE THE CONSENT AGENDA AS PRESENTED. Roll call vote taken. Motion passed 3 - 0. P a g e 2 | 3 REGULAR AGENDA ITEM 1: Letter of Support for Valley Community Center David Frank, Valley Community Center, presented the plan for locating a community center in Lake Elmo and requested a letter of support from the city to be included in a grant request to a local foundation. Councilmember Kragness, seconded by Councilmember Hirn, moved TO APPROVE THE LETTER OF SUPPORT FOR THE VALLEY COMMUNITY CENTER. Roll call vote taken. Motion passed 3 – 0. ITEM 2: Northstar 3rd Addition Final Plat, Final PUD and Development Agreement Senior Planner Jensen presented the request from GWSA Land Development, LLC for approval of the third and final addition for 34 single family home in outlot K of the Northstar 1st Addition, and the 3rd Addition Development Agreement. Councilmember Kragness, seconded by Councilmember Hirn, moved TO ADOPT RESOLUTION 2026-016 APPROVING THE FINAL PLAT AND PUD FOR NORTHSTAR 3RD ADDITION, REQUESTED BY GWSA LAND DEVELOPMENT, LLC. FOR THE SUBJECT PROPERTY BASED ON THE FINDINGS OF FACT AND RECOMMENDED CONDITIONS OF APPROVAL LISTED IN THE STAFF REPORT. Roll call vote taken. Motion passed 3 – 0. Councilmember Kragness, seconded by Councilmember Hirn, moved TO ADOPT RESOLUTION 2026-017 APPROVING THE DEVELOPER’S AGREEMENT FOR NORTH STAR 3rd ADDITION. Roll call vote taken. Motion passed 3 – 0. ITEM 3: Accept Bids and Award Contract for CSAH 14 Watermain Improvements City Engineer Stanley reported on the need for replacement of approximately 1,700 feet of the watermain beneath CSAH 14. Engineer Stanley reviewed the proposed improvements, bids received and estimated project costs. Discussion was held regarding road closures and detours. Councilmember Kragness, seconded by Councilmember Hirn, moved TO APPROVE RESOLUTION NO. 2026-019, ACCEPTING BIDS AND AWARDING A CONTRACT TO MILLER EXCAVATING, INC., FOR THE BID AMOUNT OF $687,206.54 FOR THE CSAH 14 WATERMAIN IMPROVEMENTS. Roll call vote taken. Motion passed 3 – 0. Councilmember Kragness, seconded by Councilmember Hirn, moved TO AUTHORIZE THE CITY ADMINISTRATOR TO ENTER INTO A MATERIAL TESTING CONTRACT FOR THE PROJECT CONSTRUCTION PHASE SERVICES IN THE NOT-TO-EXCEED AMOUNT OF $20,000 FOR THE CSAH 14 WATERMAIN IMPROVEMENTS. Roll call vote taken. Motion passed 3 – 0. P a g e 3 | 3 ITEM 4: Utility Financial Management Plan Updates Finance Coordinator Kraemer reviewed updates to the city’s utility financial management plan and utility rate adjustments for the city’s water, sewer and stormwater utilities. Councilmember Kragness, seconded by Councilmember Hirn, moved TO APPROVE ORDINANCE 2026-03 AMENDING THE 2026 FEE SCHEDULE TO INCLUDE THE UTILITY RATE UPDATES. Roll call vote taken. Motion passed 3 – 0. COUNCIL REPORTS None STAFF REPORTS AND ANNOUNCEMENTS None Meeting adjourned at 7:56 p.m. LAKE ELMO CITY COUNCIL ATTEST: ______________________________ Charles Cadenhead, Mayor _______________________________ Julie Johnson, City Clerk STAFF REPORT Date: April 7, 2026 Consent TO: Mayor and City Council FROM: Clarissa Hadler, Finance Director, Mike Kuehn, Finance AGENDA ITEM: Payments and Disbursements REVIEWED BY: Clarissa Hadler, Finance Director BACKGROUND INFORMATION/STAFF REPORT: 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. As part of our strategic transition to the new BS&A Software platform, additional supplemental batches may be incorporated to facilitate a seamless and efficient migration process. **Note: Certain General Ledger account numbers associated with the attached invoices may be subject to change or be updated as adjustments are implemented throughout the BS&A transition. FISCAL IMPACT: Claim # Amount Description ACH/Chks $ 161,558.37 Payroll 04/02/2026 ACH/Chks $ 175,527.36 Payroll 03/19/2026 ACH/Chks $ 7,714.19 Accounts Payable – CC Stmt ACH/Chks $ 437,519.81 Accounts Payable TOTAL $ 782,319.73 RECOMMENDATION: If removed from the consent agenda, the recommended motion is as follows: “Motion to approve the aforementioned disbursements in the amount of $ 782,319.73 ATTACHMENTS: 1. Invoice Distribution Report(s) 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: 410 VEHICLE REPLACEMENT Department: 2220 Fire 410-2220-45500-8144 T2 REPLACEMENT EQUIPMENT -Amazon Capital Services T2 REPLACEMENT EQUIPMENT - HAZMAT BAG 39.88 None Total Department 2220 Fire 39.88 Total Fund 410 VEHICLE REPLACEMENT 39.88 Fund: 703 CITY CENTER OPERATIONS (ISF) Department: 0000 General 703-0000-42110 URINAL SCREENS Amazon Capital Services URINAL SCREENS 106.29 None Total Department 0000 General 106.29 Total Fund 703 CITY CENTER OPERATIONS (ISF)106.29 Total Vendor Amazon Capital Services:146.17 Vendor: American Planning Association Fund: 101 GENERAL FUND Department: 1910 Planning & Zoning 101-1910-44330 APA MEMBERSHIP - SOPHIA American Planning Associat CC PAYMENT 718.40 None Total Department 1910 Planning & Zoning 718.40 Total Fund 101 GENERAL FUND 718.40 Total Vendor American Planning Association:718.40 Vendor: Bluebeam Inc Fund: 101 GENERAL FUND Department: 2400 Building Inspection 101-2400-43190 PLAN REVIEW SOFTWARE Bluebeam Inc PLAN REVIEW SOFTWARE 330.00 None Total Department 2400 Building Inspection 330.00 Total Fund 101 GENERAL FUND 330.00 Total Vendor Bluebeam Inc:330.00 Vendor: CITY OF LAKE ELMO Fund: 209 TREE FUND Department: 0000 General 209-0000-36230 TESTING WEB PAYMENTS FOR T CITY OF LAKE ELMO TEST WEB PAYMENTS 1.53 None Total Department 0000 General 1.53 Total Fund 209 TREE FUND 1.53 Total Vendor CITY OF LAKE ELMO:1.53 Vendor: CK HOLIDAY Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-44300 MONTHLY VEHICLE WASH CK HOLIDAY MONTHLY VEHICLE WASH 70.41 None Total Department 2220 Fire 70.41 Total Fund 101 GENERAL FUND 70.41 Total Vendor CK HOLIDAY:70.41 Vendor: Commissioner of Transp MN Dept of Transportation Fund: 101 GENERAL FUND 04/02/2026 11:51 AM Page:1/6 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: Commissioner of Transp MN Dept of Transportation Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-44370 SIGN MAINT TRAINING Commissioner of Transp MN SIGN MAINT TRAINING 102.15 None Total Department 3100 Public Works 102.15 Total Fund 101 GENERAL FUND 102.15 Total Vendor Commissioner of Transp MN Dept of Transportation:102.15 Vendor: CUB FOODS Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-44300 EMP REC DESSERTS CUB FOODS EMP REC DESSERTS 46.96 None Total Department 1320 Administration 46.96 Total Fund 101 GENERAL FUND 46.96 Total Vendor CUB FOODS:46.96 Vendor: DEGIDIOS RESTAURANT Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-44300 DEGIDIO'S EMPLOYEE RECOGNI DEGIDIOS RESTAURANT DEGIDIO'S EMPLOYEE RECOGNITION 787.05 None Total Department 1320 Administration 787.05 Total Fund 101 GENERAL FUND 787.05 Total Vendor DEGIDIOS RESTAURANT:787.05 Vendor: ELAN CC FEES & INTEREST Fund: 101 GENERAL FUND Department: 1520 Finance 101-1520-44300 CC FEES & INTEREST ELAN CC FEES & INTEREST CC FEES & INTEREST 155.33 None Total Department 1520 Finance 155.33 Total Fund 101 GENERAL FUND 155.33 Total Vendor ELAN CC FEES & INTEREST:155.33 Vendor: FIRETECH Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-44040 SALES TAX REFUND - WHIRL-E FIRETECH SALES TAX REFUND - WHIRL-E-BIRD - REP (14.16)None Total Department 2220 Fire (14.16) Total Fund 101 GENERAL FUND (14.16) Total Vendor FIRETECH:(14.16) Vendor: First Arriving IO, Inc Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-43190 DASHBOARD UPDATE First Arriving IO, Inc DASHBOARD UPDATE 295.00 None Total Department 2220 Fire 295.00 Total Fund 101 GENERAL FUND 295.00 Total Vendor First Arriving IO, Inc:295.00 04/02/2026 11:51 AM Page:2/6 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: Governmt Finance Officers Assn Fund: 101 GENERAL FUND Department: 1520 Finance 101-1520-44370 TRAINING Governmt Finance Officers REIMBURSABLE TRAINING - SEE INV AR-55 35.00 None Total Department 1520 Finance 35.00 Total Fund 101 GENERAL FUND 35.00 Total Vendor Governmt Finance Officers Assn:35.00 Vendor: ICC CODE COUNCIL Fund: 101 GENERAL FUND Department: 2400 Building Inspection 101-2400-44370 AURELIO MECH TEST ICC CODE COUNCIL AURELIO MECH TEST 255.00 None Total Department 2400 Building Inspection 255.00 Total Fund 101 GENERAL FUND 255.00 Total Vendor ICC CODE COUNCIL:255.00 Vendor: League of MN Cities Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-44370 2026 PSHRA-MN CONFERENCE- League of MN Cities 2026 PSHRA-MN CONFERENCE 100.00 None 101-1320-44370 LMC CONFERENCE- DOYLE, SMI League of MN Cities LMC CONFERENCE- DOYLE, SMITH 950.00 None 101-1320-44370 MCMA ANNUAL CONFERENCE REG League of MN Cities MCMA ANNUAL CONFERENCE REGISTRATION N 525.00 None 101-1320-44370 2026 LMC CONFERENCE NMILLE League of MN Cities 2026 LMN CONFERENCE N MILLER 425.00 None Total Department 1320 Administration 2,000.00 Department: 3100 Public Works 101-3100-44370 2026 LMC ANNUAL CONFERENCE League of MN Cities 2026 LMC ANNUAL CONFERENCE 275.00 None Total Department 3100 Public Works 275.00 Total Fund 101 GENERAL FUND 2,275.00 Total Vendor League of MN Cities:2,275.00 Vendor: MADDENS ON GULL LAKE Fund: 101 GENERAL FUND Department: 1110 Mayor & Council 101-1110-44370 MADDENS HOTEL FOR MCMA CON MADDENS ON GULL LAKE MADDENS HOTEL FOR MCMA CONFERENCE NMI 408.06 None Total Department 1110 Mayor & Council 408.06 Total Fund 101 GENERAL FUND 408.06 Total Vendor MADDENS ON GULL LAKE:408.06 Vendor: MBFTE Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-44330 N. WAGNER FF LICENSE RENEW MBFTE N. WAGNER FF LICENSE RENEWAL 75.00 None 101-2220-44330 MN FIREFIGHTER LICENSE - I MBFTE MN FIREFIGHTER LICENSE - IA 75.00 None 101-2220-44330 MN FIREFIGHTER LICENSE REN MBFTE MN FIREFIGHTER LICENSE RENEWAL - DK, 225.00 None Total Department 2220 Fire 375.00 Total Fund 101 GENERAL FUND 375.00 Total Vendor MBFTE:375.00 04/02/2026 11:51 AM Page:3/6 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: Minnesota GFOA Fund: 101 GENERAL FUND Department: 1520 Finance 101-1520-44330 Dues & Subscriptions Minnesota GFOA 2026 TO 2027 MEMBERSHIP DUES 80.00 None Total Department 1520 Finance 80.00 Total Fund 101 GENERAL FUND 80.00 Total Vendor Minnesota GFOA:80.00 Vendor: NATIONAL REGISTRY OF EMERGENCYMEDICAL TECHNICIANS Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-44330 NREMT RECERTIFICATION VOUC NATIONAL REGISTRY OF EMERG NREMT RECERTIFICATION VOUCHERS 150.00 None Total Department 2220 Fire 150.00 Total Fund 101 GENERAL FUND 150.00 Total Vendor NATIONAL REGISTRY OF EMERGENCYMEDICAL TECHNICIANS:150.00 Vendor: RAM SWANA Fund: 101 GENERAL FUND Department: 1910 Planning & Zoning 101-1910-44370 ASHLEY RECYLCING CONFERENC RAM SWANA RAM SWANA CONFERENCE - RECYCLING GRAN 500.00 None Total Department 1910 Planning & Zoning 500.00 Total Fund 101 GENERAL FUND 500.00 Total Vendor RAM SWANA:500.00 Vendor: Verizon Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-43210 WIRELESS CHARGES 84206596 Verizon VERIZON - FEBRUARY 76.82 None Total Department 1320 Administration 76.82 Department: 1910 Planning & Zoning 101-1910-43210 WIRELESS CHARGES 842065966 Verizon VERIZON - FEBRUARY 38.41 None Total Department 1910 Planning & Zoning 38.41 Department: 2400 Building Inspection 101-2400-43210 WIRELESS CHARGES 842065966 Verizon VERIZON - FEBRUARY 156.84 None Total Department 2400 Building Inspection 156.84 Department: 3100 Public Works 101-3100-43210 WIRELESS CHARGES 842065966 Verizon VERIZON - FEBRUARY 153.64 None Total Department 3100 Public Works 153.64 Department: 5200 Parks & Recreation 101-5200-43210 WIRELESS CHARGES 842065966 Verizon VERIZON - FEBRUARY 115.23 None Total Department 5200 Parks & Recreation 115.23 Total Fund 101 GENERAL FUND 540.94 Fund: 601 WATER Department: 9400 WATER 601-9400-43210 WIRELESS CHARGES 842065966 Verizon VERIZON - FEBRUARY 243.70 None Total Department 9400 WATER 243.70 04/02/2026 11:51 AM Page:4/6 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: Verizon Fund: 601 WATER Total Fund 601 WATER 243.70 Fund: 602 SEWER Department: 9450 SEWER 602-9450-43210 WIRELESS CHARGES 842065966 Verizon VERIZON - FEBRUARY 121.90 None Total Department 9450 SEWER 121.90 Total Fund 602 SEWER 121.90 Fund: 603 STORMWATER Department: 9500 SURFACE WATER 603-9500-43210 WIRELESS CHARGES 842065966 Verizon VERIZON - FEBRUARY 40.01 None Total Department 9500 SURFACE WATER 40.01 Total Fund 603 STORMWATER 40.01 Total Vendor Verizon:946.55 Vendor: WALMART Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-44300 EMPLOYEE REC EVENT- PLATES WALMART EMPLOYEE REC EVENT- PLATES, POP, WATE 50.74 None Total Department 1320 Administration 50.74 Total Fund 101 GENERAL FUND 50.74 Total Vendor WALMART:50.74 04/02/2026 11:51 AM Page:5/6 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 7,160.88 209 TREE FUND 1.53 410 VEHICLE REPLACEMENT 39.88 601 WATER 243.70 602 SEWER 121.90 603 STORMWATER 40.01 703 CITY CENTER OPERATIONS (ISF)106.29 Total For All Funds:7,714.19 04/02/2026 11:51 AM Page:6/6 INVOICE DISTRIBUTION REPORT BY VENDOR FOR THE CITY OF LAKE ELMO GL Number Invoice Line Desc Vendor Name Invoice Description Amount Check Number Vendor: A-1 Hydraulic Sales & Service Fund: 101 GENERAL FUND Department: 5200 Parks & Recreation 101-5200-44041 MAINTENENCE EQUIPMENT SKI A-1 Hydraulic Sales & Serv MAINTENENCE EQUIPMENT 321.19 None Total Department 5200 Parks & Recreation 321.19 Total Fund 101 GENERAL FUND 321.19 Total Vendor A-1 Hydraulic Sales & Service:321.19 Vendor: Alpha Video & Audio Inc. Fund: 703 CITY CENTER OPERATIONS (ISF) Department: 0000 General 703-0000-44010 COMMUNITY ROOM AV UPGRADES Alpha Video & Audio Inc.COMMUNITY ROOM AV UPGRADES & FIXES 5,539.53 None 703-0000-44040 COMMUNITY ROOM AV UPGRADES Alpha Video & Audio Inc.COMMUNITY ROOM AV UPGRADES & FIXES 1,283.62 None Total Department 0000 General 6,823.15 Total Fund 703 CITY CENTER OPERATIONS (ISF)6,823.15 Total Vendor Alpha Video & Audio Inc.:6,823.15 Vendor: Amazon Capital Services Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-42002 WRLESS KEYBOARD/MOUSE- GRU Amazon Capital Services WRLESS KEYBOARD/MOUSE- GRUBER 25.97 None Total Department 1320 Administration 25.97 Department: 5200 Parks & Recreation 101-5200-42150 DOG WASTE STATION BAGS Amazon Capital Services PPE & SUPPLIES 43.49 None Total Department 5200 Parks & Recreation 43.49 Total Fund 101 GENERAL FUND 69.46 Fund: 601 WATER Department: 9400 WATER 601-9400-42000 LAPTOP COVERS Amazon Capital Services PPE & SUPPLIES 116.98 None Total Department 9400 WATER 116.98 Department: 9401 WELL 2 TREATMENT O&M 601-9401-42400 SOCKET FOR WELL 2 TX VESSE Amazon Capital Services IMPACT SOCKET 18.29 None Total Department 9401 WELL 2 TREATMENT O&M 18.29 Total Fund 601 WATER 135.27 Fund: 602 SEWER Department: 9450 SEWER 602-9450-44375 GLOVES/GLASSES Amazon Capital Services PPE & SUPPLIES 65.98 None Total Department 9450 SEWER 65.98 Total Fund 602 SEWER 65.98 Total Vendor Amazon Capital Services:270.71 Vendor: ART RESOURCES GALLERY Fund: 403 CITY CENTER RESERVE Department: 0000 General 403-0000-45300-8145 50 % DEPOSIT WALL ART PHOT ART RESOURCES GALLERY 50% DEPOSIT CITY WALL ART PROJECT PHO 600.00 None Total Department 0000 General 600.00 04/02/2026 03:24 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: ART RESOURCES GALLERY Fund: 403 CITY CENTER RESERVE Total Fund 403 CITY CENTER RESERVE 600.00 Total Vendor ART RESOURCES GALLERY:600.00 Vendor: Aspen Mills Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-44170 UNIFORMS - IA Aspen Mills UNIFORMS - IA 255.25 None Total Department 2220 Fire 255.25 Total Fund 101 GENERAL FUND 255.25 Total Vendor Aspen Mills:255.25 Vendor: AutoZone Inc Fund: 602 SEWER Department: 9450 SEWER 602-9450-42150 PW - MAINTENANCE SUPPLIES AutoZone Inc PW - MAINTENANCE SUPPLIES - BATTERY 224.99 None 602-9450-42150 PW - MAINTENANCE SUPPLIES AutoZone Inc PW - MAINTENANCE SUPPLIES - BATTERY C (22.00)None Total Department 9450 SEWER 202.99 Total Fund 602 SEWER 202.99 Total Vendor AutoZone Inc:202.99 Vendor: Bolton & Menk, Inc Fund: 101 GENERAL FUND Department: 5200 Parks & Recreation 101-5200-43150 RIDGE PARK CONCEPT PLANNIN Bolton & Menk, Inc RIDGE PARK CONCEPT 1,202.50 None Total Department 5200 Parks & Recreation 1,202.50 Total Fund 101 GENERAL FUND 1,202.50 Total Vendor Bolton & Menk, Inc:1,202.50 Vendor: BS&A Software LLC Fund: 101 GENERAL FUND Department: 1520 Finance 101-1520-45350 BS&A CUSTOM ESCROW REPORT BS&A Software LLC BS&A CUSTOM ESCROW REPORTS 1,400.00 None Total Department 1520 Finance 1,400.00 Total Fund 101 GENERAL FUND 1,400.00 Total Vendor BS&A Software LLC:1,400.00 Vendor: Century College Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-44370 FIREST RESPONDER INSPECTOR Century College FIRST RESPONDER INSPECTOR - PH, BC 1,160.00 None Total Department 2220 Fire 1,160.00 Total Fund 101 GENERAL FUND 1,160.00 Total Vendor Century College:1,160.00 Vendor: CHRIST LUTHERAN CHURCH Fund: 601 WATER 04/02/2026 03:24 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: CHRIST LUTHERAN CHURCH Fund: 601 WATER Department: 0000 General 601-0000-11500 OVERPAYMENT CHRIST LUTHERAN CHURCH UB refund for account: 05-00031580-00 43.53 None 601-0000-11500 OVERPAYMENT CHRIST LUTHERAN CHURCH UB refund for account: 05-00031570-00 179.86 None Total Department 0000 General 223.39 Total Fund 601 WATER 223.39 Total Vendor CHRIST LUTHERAN CHURCH:223.39 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 97.23 None 101-3100-44170 PW - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 97.23 None Total Department 3100 Public Works 431.90 Department: 5200 Parks & Recreation 101-5200-44170 PARK & REC - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 22.43 None 101-5200-44170 PARK & REC - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 22.43 None Total Department 5200 Parks & Recreation 44.86 Total Fund 101 GENERAL FUND 476.76 Fund: 601 WATER Department: 9400 WATER 601-9400-44170 WATER - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 17.95 None 601-9400-44170 WATER - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 17.95 None Total Department 9400 WATER 35.90 Total Fund 601 WATER 35.90 Fund: 602 SEWER Department: 9450 SEWER 602-9450-44170 SEWER - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 7.48 None 602-9450-44170 SEWER - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 7.48 None Total Department 9450 SEWER 14.96 Total Fund 602 SEWER 14.96 Fund: 603 STORMWATER Department: 9500 SURFACE WATER 603-9500-44170 SURFACE WATER - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 4.50 None 603-9500-44170 SURFACE WATER - UNIFORMS Cintas Corp CLEANING, MAINT & SUPPLIES - PW 4.50 None Total Department 9500 SURFACE WATER 9.00 Total Fund 603 STORMWATER 9.00 Fund: 703 CITY CENTER OPERATIONS (ISF) Department: 0000 General 703-0000-42110 JANITORIAL SUPPLIES Cintas Corp JANITORIAL / RUGS 195.28 None 703-0000-44011 RUGS Cintas Corp JANITORIAL / RUGS 159.70 None Total Department 0000 General 354.98 04/02/2026 03:24 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: Cintas Corp Fund: 703 CITY CENTER OPERATIONS (ISF) Total Fund 703 CITY CENTER OPERATIONS (ISF)354.98 Total Vendor Cintas Corp:891.60 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: CivicPlus LLC Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-43190 WEBSITE 5/16/26 TO 5/15/27 CivicPlus LLC WEBSITE MAY 2026 TO MAY 2027 10,284.75 None Total Department 1320 Administration 10,284.75 Total Fund 101 GENERAL FUND 10,284.75 Total Vendor CivicPlus LLC:10,284.75 Vendor: Companion Animal Control Fund: 101 GENERAL FUND Department: 2700 Animal Control 101-2700-43150 2026-MARCH Companion Animal Control Monthly Companion Animal Control 1,714.90 None Total Department 2700 Animal Control 1,714.90 Total Fund 101 GENERAL FUND 1,714.90 Total Vendor Companion Animal Control:1,714.90 Vendor: CORE & MAIN LP Fund: 601 WATER Department: 9400 WATER 601-9400-42150 OPERATING SUPPLIES - HACH CORE & MAIN LP OPERATING SUPPLIES - HACH SPADNS 2 245.36 None Total Department 9400 WATER 245.36 Total Fund 601 WATER 245.36 Total Vendor CORE & MAIN LP:245.36 Vendor: ECM Publishers Inc Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-43510 LAWN MAINT BIDS ECM Publishers Inc LAWN MAINT BIDS 68.00 None 101-1320-43510 PUBLIC NOTICE ORD 2026-03 ECM Publishers Inc PUBLIC NOTICE ORD 2026-03 - FEE SCHED 136.00 None Total Department 1320 Administration 204.00 Total Fund 101 GENERAL FUND 204.00 Total Vendor ECM Publishers Inc:204.00 Vendor: Emergency Apparatus Maint Inc Fund: 101 GENERAL FUND 04/02/2026 03:24 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: Emergency Apparatus Maint Inc Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-44040 R1 - FUEL LEAK REPAIR Emergency Apparatus Maint R1 - FUEL LEAK REPAIR 556.14 None Total Department 2220 Fire 556.14 Total Fund 101 GENERAL FUND 556.14 Total Vendor Emergency Apparatus Maint Inc:556.14 Vendor: Fire Equipment Specialties Fund: 410 VEHICLE REPLACEMENT Department: 2220 Fire 410-2220-45500-8144 TENDER 2 REPLACEMENT - HAN Fire Equipment Specialties TENDER 2 REPLACEMENT - HAND TOOLS 585.28 None 410-2220-45500-8144 TENDER 2 REPLACEMENT - FIT Fire Equipment Specialties TENDER 2 REPLACEMENT - FITTINGS 1,621.79 None 410-2220-45500-8144 T2 REPLACEMENT EQUIPMENT Fire Equipment Specialties T2 REPLACEMENT EQUIPMENT 1,258.15 None Total Department 2220 Fire 3,465.22 Total Fund 410 VEHICLE REPLACEMENT 3,465.22 Total Vendor Fire Equipment Specialties:3,465.22 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 Total Department 1520 Finance 272.85 Department: 1910 Planning & Zoning 101-1910-44040 Monthly Copier-Plng-020-18 GreatAmerica Financial Ser MONTHLY COPIER INVOICE 267.44 None Total Department 1910 Planning & Zoning 267.44 Department: 2400 Building Inspection 101-2400-44040 MONTHLY COPIER-BLDG-020-18 GreatAmerica Financial Ser MONTHLY COPIER INVOICE 267.44 None Total Department 2400 Building Inspection 267.44 Total Fund 101 GENERAL FUND 1,080.59 Total Vendor GreatAmerica Financial Services:1,080.59 Vendor: Hailies Cleaning Svcs LLC Fund: 703 CITY CENTER OPERATIONS (ISF) Department: 0000 General 703-0000-44011 CITY HALL MONTHLY CLEANING Hailies Cleaning Svcs LLC MONTHLY CLEANING-MARCH & WINDOWS 1,980.00 None 703-0000-44011 SPRING WINDOW CLEANING Hailies Cleaning Svcs LLC MONTHLY CLEANING-MARCH & WINDOWS 1,810.00 None Total Department 0000 General 3,790.00 Total Fund 703 CITY CENTER OPERATIONS (ISF)3,790.00 Total Vendor Hailies Cleaning Svcs LLC:3,790.00 Vendor: Hawkins Inc Fund: 601 WATER Department: 9400 WATER 04/02/2026 03:24 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: Hawkins Inc Fund: 601 WATER Department: 9400 WATER 601-9400-42160 WELL CHEMICALS Hawkins Inc WELL CHEMICALS 140.00 None 601-9400-42160 WELL CHEMICALS Hawkins Inc WELL CHEMICALS 2,913.44 None Total Department 9400 WATER 3,053.44 Total Fund 601 WATER 3,053.44 Total Vendor Hawkins Inc:3,053.44 Vendor: Hoisington Koegler Group Inc Fund: 101 GENERAL FUND Department: 1910 Planning & Zoning 101-1910-43150 GENERAL Hoisington Koegler Group I 715.00 None Total Department 1910 Planning & Zoning 715.00 Total Fund 101 GENERAL FUND 715.00 Fund: 209 TREE FUND Department: 3250 Tree Program 209-3250-43150 BLVD TREE FUND Hoisington Koegler Group I 101.25 None Total Department 3250 Tree Program 101.25 Total Fund 209 TREE FUND 101.25 Fund: 803 ESCROW FUND Department: 9031 E031 - GRANVIA PRESERVE / LEGENDS AT LAK 803-9031-43150 GRANVIA Hoisington Koegler Group I 697.50 None Total Department 9031 E031 - GRANVIA PRESERVE / LEGENDS AT LAK 697.50 Department: 9049 E049 - SCHILTGEN/NORTHSTAR 1ST 803-9049-43150 NS 1 Hoisington Koegler Group I 398.75 None Total Department 9049 E049 - SCHILTGEN/NORTHSTAR 1ST 398.75 Department: 9058 E058 - WILDFLOWER 3RD 803-9058-43150 WILDFLOWER 3RD Hoisington Koegler Group I 38.75 None Total Department 9058 E058 - WILDFLOWER 3RD 38.75 Department: 9061 E061 803-9061-43150 NS 3 Hoisington Koegler Group I 682.50 None Total Department 9061 E061 682.50 Total Fund 803 ESCROW FUND 1,817.50 Total Vendor Hoisington Koegler Group Inc:2,633.75 Vendor: Innovative Office Solutions LLC Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-42000 ENVELOPES Innovative Office Solution ENVELOPES 182.56 None Total Department 1320 Administration 182.56 Department: 1520 Finance 101-1520-42000 ENVELOPES Innovative Office Solution ENVELOPES 182.56 None Total Department 1520 Finance 182.56 Total Fund 101 GENERAL FUND 365.12 04/02/2026 03:24 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: Innovative Office Solutions LLC Total Vendor Innovative Office Solutions LLC:365.12 Vendor: IUOE Local 49 Fringe Benefit Fund Fund: 101 GENERAL FUND Department: 0000 General 101-0000-21713 Local 49 monthly Health In IUOE Local 49 Fringe Benef LOCAL 49 MONTHLY HEALTH INS PREM-MAY 18,425.00 None Total Department 0000 General 18,425.00 Total Fund 101 GENERAL FUND 18,425.00 Total Vendor IUOE Local 49 Fringe Benefit Fund:18,425.00 Vendor: Kennedy & Graven Chartered Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-43040 GENERAL MATTERS Kennedy & Graven Chartered LEGAL - MARCH 5,395.10 None Total Department 1320 Administration 5,395.10 Department: 8142 SALE OF OLD FIRE HALL 101-8142-43040-8142 FIRE STATION & PARKS BUILD Kennedy & Graven Chartered LEGAL - MARCH 1,356.50 None Total Department 8142 SALE OF OLD FIRE HALL 1,356.50 Total Fund 101 GENERAL FUND 6,751.60 Fund: 437 CITY HALL/FIRE STATN BLDG PROJ Department: 8108 City Hall/Fire Station Buildin 437-8108-43040-8108 CITY HALL/FIRE STATION BUI Kennedy & Graven Chartered LEGAL - MARCH 1,229.84 None Total Department 8108 City Hall/Fire Station Buildin 1,229.84 Total Fund 437 CITY HALL/FIRE STATN BLDG PROJ 1,229.84 Fund: 446 HUDSON BLVD IMP-SEG A-INWDHDRX Department: 8129 HUDSON BLVD IMP-SEG A-INWDHDRX 446-8129-43040-8129 HUDSON BLVD IMPROVEMENT PR Kennedy & Graven Chartered LEGAL - MARCH 154.00 None Total Department 8129 HUDSON BLVD IMP-SEG A-INWDHDRX 154.00 Total Fund 446 HUDSON BLVD IMP-SEG A-INWDHDRX 154.00 Fund: 601 WATER Department: 9400 WATER 601-9400-43040 AMENDMENT TO DNR WATER APP Kennedy & Graven Chartered LEGAL - MARCH 176.00 None Total Department 9400 WATER 176.00 Total Fund 601 WATER 176.00 Fund: 803 ESCROW FUND Department: 9061 E061 803-9061-43040 SCHILTGEN / NORTHSTAR 3RD Kennedy & Graven Chartered LEGAL - MARCH 1,096.20 None Total Department 9061 E061 1,096.20 Total Fund 803 ESCROW FUND 1,096.20 Total Vendor Kennedy & Graven Chartered:9,407.64 Vendor: Killmer Electric Co Inc Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-44010 REPLACE WASH BAY LIGHTS AT Killmer Electric Co Inc REPLACE WASH BAY LIGHTS AT PUBLIC WOR 927.00 None 04/02/2026 03:24 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: Killmer Electric Co Inc Fund: 101 GENERAL FUND Department: 3100 Public Works Total Department 3100 Public Works 927.00 Department: 5200 Parks & Recreation 101-5200-44010 REPLACE WASH BAY LIGHTS AT Killmer Electric Co Inc REPLACE WASH BAY LIGHTS AT PUBLIC WOR 927.00 None Total Department 5200 Parks & Recreation 927.00 Total Fund 101 GENERAL FUND 1,854.00 Fund: 601 WATER Department: 9400 WATER 601-9400-44010 REPLACE WASH BAY LIGHTS AT Killmer Electric Co Inc REPLACE WASH BAY LIGHTS AT PUBLIC WOR 927.00 None Total Department 9400 WATER 927.00 Total Fund 601 WATER 927.00 Fund: 602 SEWER Department: 9450 SEWER 602-9450-44010 REPLACE WASH BAY LIGHTS AT Killmer Electric Co Inc REPLACE WASH BAY LIGHTS AT PUBLIC WOR 927.00 None Total Department 9450 SEWER 927.00 Total Fund 602 SEWER 927.00 Total Vendor Killmer Electric Co Inc:3,708.00 Vendor: Lake Elmo Lakes Association Fund: 101 GENERAL FUND Department: 5200 Parks & Recreation 101-5200-44302 LELA WATER QUALITY GRANT Lake Elmo Lakes Associatio 2025 WATER QUALITY GRANT 5,000.00 None Total Department 5200 Parks & Recreation 5,000.00 Total Fund 101 GENERAL FUND 5,000.00 Total Vendor Lake Elmo Lakes Association:5,000.00 Vendor: LARKIN HOFFMAN PUBLIC AFFAIRS, INC. Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-43150 LEGISLATIVE REPRESENTATION LARKIN HOFFMAN PUBLIC AFFA LEGISLATIVE REPRESENTATION DURING 202 5,000.00 None Total Department 1320 Administration 5,000.00 Total Fund 101 GENERAL FUND 5,000.00 Total Vendor LARKIN HOFFMAN PUBLIC AFFAIRS, INC.:5,000.00 Vendor: Lennar Minnesota Fund: 803 ESCROW FUND Department: 0000 General 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00127 - 1645 PA 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00354 - 1693 RO 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00729 - 1701 RO 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00431 - 1709 RO 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00816 - 1717 RO 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00784 - 1725 RO 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00783 - 1733 RO 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00230 - 11456 Q 10,000.00 None 04/02/2026 03:24 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: Lennar Minnesota Fund: 803 ESCROW FUND Department: 0000 General 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00313 - 11460 Q 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00234 - 11461 Q 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00326 - 11458 Q 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00325 - 11459 Q 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00979 - 11293 M 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00898 - 11297 M 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00805 - 11299 M 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00864 - 11301 M 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00806 - 11303 M 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00804 - 11307 M 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-00848 - 11353 M 10,000.00 None 803-0000-22900 ESCROW RELEASE Lennar Minnesota ESCROW RELEASE - 2024-01932 - 11406 K 5,000.00 None Total Department 0000 General 195,000.00 Total Fund 803 ESCROW FUND 195,000.00 Total Vendor Lennar Minnesota:195,000.00 Vendor: Menards - Oakdale Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-42120 COOLANT Menards - Oakdale TOOLS, BUILDING SUPPLIES, COOLANT 85.62 None 101-2220-42400 TOOL REPAIR Menards - Oakdale TOOL REPAIR 32.51 None 101-2220-44010 STATION SUPPLIES Menards - Oakdale TOOLS, BUILDING SUPPLIES, COOLANT 31.99 None 101-2220-44040 WIPER BLADES - T1 Menards - Oakdale TOOLS, BUILDING SUPPLIES, COOLANT 52.96 None Total Department 2220 Fire 203.08 Department: 3100 Public Works 101-3100-42150 SUPPLIES - ROPE AND CABLE Menards - Oakdale SUPPLIES - ROPE AND CABLE TIES 5.46 None 101-3100-42150 SUPPLIES - PENETRATING OIL Menards - Oakdale SUPPLIES - OIL 93.19 None Total Department 3100 Public Works 98.65 Department: 5200 Parks & Recreation 101-5200-42150 SUPPLIES - PARKS GARBAGE B Menards - Oakdale SUPPLIES - PARKS GARBAGE BAGS 79.92 None Total Department 5200 Parks & Recreation 79.92 Total Fund 101 GENERAL FUND 381.65 Fund: 407 FIRE EQUIPMENT & PROJECT Department: 2220 Fire 407-2220-42090 SMOKE ALARM INSTALL TOOLS Menards - Oakdale TOOLS, BUILDING SUPPLIES, COOLANT 92.17 None Total Department 2220 Fire 92.17 Total Fund 407 FIRE EQUIPMENT & PROJECT 92.17 Total Vendor Menards - Oakdale:473.82 Vendor: Metropolitan Council Fund: 602 SEWER Department: 9450 SEWER 602-9450-43820 Monthly Waste Water Svcs D Metropolitan Council MONTHLY WASTE WATER SVCS DEF REV 69,222.83 None Total Department 9450 SEWER 69,222.83 Total Fund 602 SEWER 69,222.83 04/02/2026 03:24 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: Metropolitan Council Total Vendor Metropolitan Council:69,222.83 Vendor: MNIAAI Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-44370 IAAI CONFERENCE REGISTRATI MNIAAI IAAI CONFERENCE REGISTRATION 325.00 None Total Department 2220 Fire 325.00 Total Fund 101 GENERAL FUND 325.00 Total Vendor MNIAAI:325.00 Vendor: Modern Press Fund: 407 FIRE EQUIPMENT & PROJECT Department: 2220 Fire 407-2220-42090 HOME INSPECTION BOOKLET Modern Press HOME INSPECTION BOOKLET 354.00 None Total Department 2220 Fire 354.00 Total Fund 407 FIRE EQUIPMENT & PROJECT 354.00 Total Vendor Modern Press:354.00 Vendor: MUTUAL OF OMAHA Fund: 101 GENERAL FUND Department: 0000 General 101-0000-21707 DENTAL INSURANCE PREM - AP MUTUAL OF OMAHA G000CVSQ BILL GROUP 0001 & MNPL 801A 2,662.72 None 101-0000-21708 STD/LTD INSURANCE PREM - A MUTUAL OF OMAHA G000CVSQ BILL GROUP 0001 & MNPL 801A 1,049.11 None 101-0000-21708 LIFE/AD&D INSUR PREM - APR MUTUAL OF OMAHA G000CVSQ BILL GROUP 0001 & MNPL 801A 1,028.90 None 101-0000-21718 VISION INSURANCE PREM - AP MUTUAL OF OMAHA G000CVSQ BILL GROUP 0001 & MNPL 801A 152.18 None Total Department 0000 General 4,892.91 Total Fund 101 GENERAL FUND 4,892.91 Total Vendor MUTUAL OF OMAHA:4,892.91 Vendor: NORDIC APPRAISAL Fund: 101 GENERAL FUND Department: 8142 SALE OF OLD FIRE HALL 101-8142-43150-8142 APPRAISALS - 3510 LAVERNE NORDIC APPRAISAL APPRAISALS - 3510 LAVERNE AVE & 11200 2,800.00 None Total Department 8142 SALE OF OLD FIRE HALL 2,800.00 Total Fund 101 GENERAL FUND 2,800.00 Total Vendor NORDIC APPRAISAL:2,800.00 Vendor: Oakdale Rental Center Inc Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-42120 PROPANE FILL Oakdale Rental Center Inc PROPANE FILL 50.27 None Total Department 3100 Public Works 50.27 Total Fund 101 GENERAL FUND 50.27 Total Vendor Oakdale Rental Center Inc:50.27 Vendor: Phoenix Fabricators & Erectors LLC Fund: 601 WATER Department: 8099 Water Tower #3 04/02/2026 03:24 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: Phoenix Fabricators & Erectors LLC Fund: 601 WATER Department: 8099 Water Tower #3 601-8099-45900-8099 WATER TOWER #3 2020.118 RE Phoenix Fabricators & Erec WATER TOWER #3 2020.118 REQ 19 - FINA 52,962.66 None Total Department 8099 Water Tower #3 52,962.66 Total Fund 601 WATER 52,962.66 Total Vendor Phoenix Fabricators & Erectors LLC:52,962.66 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: Regions Hospital Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-44300 CPR BLS CARD FEE - DEPT ST Regions Hospital CPR BLS CARD FEE - DEPT STAFF 465.00 None Total Department 2220 Fire 465.00 Total Fund 101 GENERAL FUND 465.00 Total Vendor Regions Hospital:465.00 Vendor: Safebuilt LLC Fund: 101 GENERAL FUND Department: 2400 Building Inspection 101-2400-43150 Inspector Contract Service Safebuilt LLC FEBRUARY INSPECTIONS INVOICE 3399262 856.25 None Total Department 2400 Building Inspection 856.25 Total Fund 101 GENERAL FUND 856.25 Total Vendor Safebuilt LLC:856.25 Vendor: Savvik Buying Group Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-44170 UNIFORM PANTS - IA, JB Savvik Buying Group UNIFORM PANTS - IA, JB 245.00 None Total Department 2220 Fire 245.00 Total Fund 101 GENERAL FUND 245.00 Total Vendor Savvik Buying Group:245.00 Vendor: Short Elliott Hendrickson, Inc Fund: 611 WATER - CAPITAL Department: 8143 NORTH WTP SITE EVALUATION STUDY 611-8143-43030-8143 NORTH WTP SITE EVAL Short Elliott Hendrickson,NORTH WTP SITE EVAL 1,239.16 None Total Department 8143 NORTH WTP SITE EVALUATION STUDY 1,239.16 Total Fund 611 WATER - CAPITAL 1,239.16 Total Vendor Short Elliott Hendrickson, Inc:1,239.16 04/02/2026 03:24 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: Shred Right Fund: 101 GENERAL FUND Department: 1320 Administration 101-1320-43150 Monthly Shredding Services Shred Right SHREDDING SERVICES 54.45 None Total Department 1320 Administration 54.45 Total Fund 101 GENERAL FUND 54.45 Total Vendor Shred Right:54.45 Vendor: Sign Solutions USA Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-42260 STREET SIGN ANCHORS Sign Solutions USA STREET SIGN ACHORS 215.67 None Total Department 3100 Public Works 215.67 Total Fund 101 GENERAL FUND 215.67 Total Vendor Sign Solutions USA:215.67 Vendor: Stepp Manufacturing Co Inc Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-44040 PARTS - GAS SPRING AND SCR Stepp Manufacturing Co Inc PARTS - GAS SPRING AND SCREWJACK 332.11 None Total Department 3100 Public Works 332.11 Total Fund 101 GENERAL FUND 332.11 Total Vendor Stepp Manufacturing Co Inc:332.11 Vendor: T-Mobile Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-43210 MONTHLY CAD / CELL DATA T-Mobile MONTHLY CAD / CELL DATA 767.46 None Total Department 2220 Fire 767.46 Total Fund 101 GENERAL FUND 767.46 Total Vendor T-Mobile:767.46 Vendor: Total Tool Supply Inc Fund: 407 FIRE EQUIPMENT & PROJECT Department: 2220 Fire 407-2220-42090 SMOKE ALARM INSTALL PROGRA Total Tool Supply Inc SMOKE ALARM INSTALL PROGRAM - TOOLS 245.70 None Total Department 2220 Fire 245.70 Total Fund 407 FIRE EQUIPMENT & PROJECT 245.70 Total Vendor Total Tool Supply Inc:245.70 Vendor: Tri State Bobcat Fund: 101 GENERAL FUND Department: 3100 Public Works 101-3100-44130 24" PLANER - RENTAL Tri State Bobcat 24" PLANER - RENTAL 460.00 None Total Department 3100 Public Works 460.00 Total Fund 101 GENERAL FUND 460.00 Total Vendor Tri State Bobcat:460.00 04/02/2026 03:24 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: Uline Fund: 703 CITY CENTER OPERATIONS (ISF) Department: 0000 General 703-0000-44010 TRASH LINERS Uline TRASH LINERS 313.36 None Total Department 0000 General 313.36 Total Fund 703 CITY CENTER OPERATIONS (ISF)313.36 Total Vendor Uline:313.36 Vendor: USS Minnesota One MT LLC Fund: 601 WATER Department: 9400 WATER 601-9400-43810 SOLAR SUBSCRIPTION - FEBRU USS Minnesota One MT LLC SOLAR SUBSCRIPTION - FEBRUARY 867.03 None Total Department 9400 WATER 867.03 Total Fund 601 WATER 867.03 Total Vendor USS Minnesota One MT LLC:867.03 Vendor: VIA Actuarial Solutions Fund: 101 GENERAL FUND Department: 1520 Finance 101-1520-43010 GASB 75 REPORT VIA Actuarial Solutions GASB 75 REPORT 1,300.00 None Total Department 1520 Finance 1,300.00 Total Fund 101 GENERAL FUND 1,300.00 Total Vendor VIA Actuarial Solutions:1,300.00 Vendor: Washington County Fund: 101 GENERAL FUND Department: 2220 Fire 101-2220-43230 Q1 RADIO USER FEES Washington County Q1 RADIO USER FEES 4,326.84 None Total Department 2220 Fire 4,326.84 Department: 3100 Public Works 101-3100-43230 2026 Q1 RADIO FEES JAN-MAR Washington County 2026 Q1 RADIO FEES JAN-MARCH 1,442.28 None Total Department 3100 Public Works 1,442.28 Total Fund 101 GENERAL FUND 5,769.12 Total Vendor Washington County:5,769.12 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 66.10 None 101-3100-43810 Electric Utility - 51-4504 Xcel Energy 51-4504807-7 89.79 None 101-3100-43811 3014 JAMLEY AVE N - STREET Xcel Energy 51-4572945-7 30.07 None 101-3100-43811 51-0012718950-5 - 179 KEAT Xcel Energy 51-0012718950-5 78.81 None 101-3100-43811 51-0013811065-2 - 689 INWO Xcel Energy 51-0013811065-2 57.02 None Total Department 3100 Public Works 321.79 04/02/2026 03:24 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: 101 GENERAL FUND Department: 5200 Parks & Recreation 101-5200-43810 ELECTRIC UTILITY - 51-4504 Xcel Energy 51-4504807-7 36.06 None 101-5200-43810 ELECTRIC UTILITY - 51-4504 Xcel Energy 51-4504807-7 91.57 None Total Department 5200 Parks & Recreation 127.63 Total Fund 101 GENERAL FUND 449.42 Fund: 601 WATER Department: 9400 WATER 601-9400-43810 51-0013315481-4 - 4525 LIL Xcel Energy 51-0013315481-4 2,427.33 None 601-9400-43810 51-0014032232-4 - 3418 LA Xcel Energy 51-0014032232-4 37.91 None 601-9400-43810 2576 INWOOD BOOSTER STATIO Xcel Energy 51-0011431737-7 1,404.04 None 601-9400-43810 51-0014032224-4 - Wat Towe Xcel Energy 51-0014032224-4 626.89 None 601-9400-43810 ELECTRIC UTILITY - 51-4504 Xcel Energy 51-4504807-7 3,142.35 None 601-9400-43810 ELECTRIC UTILITY - 51-4504 Xcel Energy 51-4504807-7 0.00 None Total Department 9400 WATER 7,638.52 Total Fund 601 WATER 7,638.52 Fund: 602 SEWER Department: 9450 SEWER 602-9450-43810 10845 32ND ST LIFT STATION Xcel Energy 51-0013680215-5 130.55 None 602-9450-43810 9956 TAPESTRY RD LIFT STAT Xcel Energy 51-0014133900-7 94.59 None 602-9450-43810 ELECTRIC UTILITY - 51-4504 Xcel Energy 51-4504807-7 1,257.50 None 602-9450-43810 ELECTRIC UTILITY - 51-4504 Xcel Energy 51-4504807-7 0.00 None Total Department 9450 SEWER 1,482.64 Total Fund 602 SEWER 1,482.64 Fund: 703 CITY CENTER OPERATIONS (ISF) Department: 0000 General 703-0000-43810 ELEC UTIL 3880 LAVERNE AVE Xcel Energy 51-0013935424-9 4,263.65 None 703-0000-43810 GAS UTILITY - 51-4504807-7 Xcel Energy 51-4504807-7 1,829.09 None 703-0000-43810 GAS UTILITY - 51-4504807-7 Xcel Energy 51-4504807-7 0.00 None Total Department 0000 General 6,092.74 Total Fund 703 CITY CENTER OPERATIONS (ISF)6,092.74 Total Vendor Xcel Energy:15,663.32 04/02/2026 03:24 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 76,420.57 209 TREE FUND 101.25 403 CITY CENTER RESERVE 600.00 407 FIRE EQUIPMENT & PROJECT 691.87 410 VEHICLE REPLACEMENT 3,465.22 437 CITY HALL/FIRE STATN BLDG PROJ 1,229.84 446 HUDSON BLVD IMP-SEG A-INWDHDRX 154.00 601 WATER 66,404.57 602 SEWER 71,916.40 603 STORMWATER 9.00 611 WATER - CAPITAL 1,239.16 703 CITY CENTER OPERATIONS (ISF)17,374.23 803 ESCROW FUND 197,913.70 Total For All Funds:437,519.81 04/02/2026 03:24 PM Page:15/15 STAFF REPORT DATE:04/7/2026 CONSENT TO: Mayor and Councilmembers FROM: Assistant Public Works Director – Adam Swanepoel AGENDA ITEM: Arbor Day CORE STRATEGIES: ☒ Vibrant, inclusive, connected community ☐ Efficient, reliable, innovative services ☐ Responsive, transparent, adaptive governance ☐ Balanced Finances now and future ☐ Managed Growth ☐ Resilient Infrastructure BACKGROUND: Tree City USA is a national recognition program that began in 1976. The program was launched to encourage cities and towns to establish local tree care programs, promote urban forestry, and recognize the environmental and social benefits of trees. One of the four standards to earn the Tree Designation is to celebrate Arbor Day. For the past 20 years the City has taken part in the Tree City USA program. Each year the city has a tree give away event which delivered nearly 450 trees to the community and its residence. Today, Tree City USA remains one of the most recognized urban forestry programs in the country, symbolizing a long-term commitment to healthier, greener communities. Each year on the last Friday of the month of April, the people of Minnesota pay special tribute to the vital natural resource that our trees represent and dedicate themselves to the continued vitality of our state’s community and rural forest. ISSUE BEFORE CITY COUNCIL : Would City Council like to proclaim April 25th to be Arbor Day? PROPOSAL DETAILS/ANALYSIS: On Saturday April 25th city staff will host a tree give away at the Public Works site. Free to any residence of Lake Elmo, will be bare root trees. Residents are encouraged to stop by the Lake Elmo Public Works building to get a tree and learn about Arbor Day in Minnesota. FISCAL IMPACT: The cost of the yearly tree giveaway has been $600 RECOMMENDATION: Motion to proclaim April 25th to be Arbor Day and the month of May to be Arbor Month in the City of Lake Elmo. CITY OF LAKE ELMO 2026 ARBOR DAY PROCLAMATION WHEREAS: Minnesota is home to many of our nation's natural resources, foremost among them are our beautiful and abundant forests; and WHEREAS: Trees are an increasingly vital resource in Minnesota today, enriching our lives by purifying the air, conserving soil, water and energy, creating jobs through a large forest products industry, serving as recreational settings, providing habitat for wildlife of all kinds, and creating beautiful landscapes to make our communities more livable; and WHEREAS: Disease and insects threaten our trees, creating the need for concerted action to ensure the future of community and rural forests in our state and throughout the country; and WHEREAS: Each individual can act locally to improve the environment by planting trees and ensuring that these trees are protected and receive proper maintenance in the years ahead; and WHEREAS: Each year on the last Friday in the month of April, the people of Minnesota pay special tribute to the vital natural resource that our trees represent and dedicate themselves to the continued vitality of our state's community and rural forests; NOW, THEREFORE I, Charles Cadenhead, Mayor of the City of Lake Elmo, do hereby proclaim April 25, 2026 to be ARBOR DAY and May to be ARBOR MONTH in Lake Elmo, Minnesota. Signed this April 7, 2026 ______________________________ Charles Cadenhead, Mayor Lake Elmo’s Annual Arbor Day Tree Giveaway Saturday, April 25, 2026 Join us on Arbor Day at Lake Elmo Public Works from 8 am to 10 am Saturday, April 25 and receive a free tree. The City of Lake Elmo’s annual Arbor Day Tree Giveaway is a City-sponsored event. You must be a Lake Elmo Resident to participate. LAKEELMO.GOV STAFF REPORT DATE: April 7, 2026 CONSENT TO: Mayor and Councilmembers FROM: Nicole Miller, City Administrator AGENDA ITEM: Lake Elmo Lake Association Grant application 2025 CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☐ Responsive, transparent, adaptive governance ☐Managed Growth ☐ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☒ Resilient Infrastructure BACKGROUND: Included in the 2026 budget were funds for matching grants to the recreational lakes for water quality improvements like treating invasive species. This funding represents a 50% match, up to the maximum amount of $5,000 per lake. A match is required by the Lake Associations and any grant amounts received would not be included as part of the Lake Association match amounts. ISSUE BEFORE COUNCIL: Does Council approve the grant requests from the Lake Elmo Lake Association? PROPOSAL DETAILS/ANALYSIS: The Lake Elmo Association has submitted an application for matching grant funding to treat aquatic invasive species. A copy of their application is included in your packet. The grant request is for $5,000. FISCAL IMPACT: $5,000 from the budgeted $20,000 for the city’s four recreational lakes (Olson, Demontreville, Jane, and Lake Elmo) OPTIONS: 1)Approve $5,000 for Lake Elmo Association Treatment 2)Approve a different amount for Lake Elmo Association Treatment 3)Do not approve any funding for Lake Elmo Association Treatment RECOMMENDATION: (if pulled from Consent) “Motion to approve the Lake Elmo Association lake improvement grant request of $5,000 ATTACHMENTS: Lake Elmo Association request STAFF REPORT DATE: 4/7/2026 Consent TO: Mayor and Councilmembers FROM: Ashley Monterusso, City Planner REVIEWED BY: Nicole Miller, City Administrator & Clarissa Hadler, Finance Director AGENDA ITEM: 2026 Washington Country Recycling Grant CORE STRATEGIES: ☒ Vibrant, inclusive, connected community ☐ Responsive, transparent, adaptive governance ☐ Managed Growth ☐ Efficient, reliable, innovative services ☒ Balanced Finances now and future ☐ Resilient Infrastructure BACKGROUND: For several years, the City has been a participant in the Recycling Grant program offered by Washington County. This program allows for reimbursement of costs related to encouraging residential recycling in the City of Lake Elmo. ISSUE BEFORE COUNCIL: Should the city approve the Recycling Grant Agreement with Washington County? PROPOSAL DETAILS/ANALYSIS: Staff has identified projects including community outreach via the City’s website, newsletter and other digital and physical communications along with at least one recycling event at City Hall to encourage recycling and inform residents of opportunities to reduce their solid waste through recycling. The city will also use the grant to purchase dual recycling/garbage bins for City Parks. The project plan has been accepted by Washington County and upon completion of the tasks included the City will receive a grant of $30,830.00 for 2026. FISCAL IMPACT: Up to $30,830 will be received if all projects are completed within the scope OPTIONS: • Approve the Recycling Grant Agreement • Deny the Recycling Grant Agreement • Table for future discussion RECOMMENDATION: If removed from the Consent Agenda, staff recommends the following motion: “Motion to approve the 2026 Grant Agreement for Municipal Recycling Grant Distribution between the City of Lake Elmo and Washington County.” ATTACHMENTS: • Grant Agreement • 2026 Recycling Work Plan 2026 Recycling Grant Work Plan Description Categories Progress Staff Promote recycling efforts from County and City to residents by electronic weekly newsletter and Bi-annualpaper newsletter that go out to each city household. Household hazardous waste Ongoing KS to post bi- weekly Newsletter/Green Guide Program Admin Recycling Incentive/award programs online waste/recycling info promo of county programs promo of county, other The Source KS to post bi- annually Reach residents via website and social media platforms. We have hired a communications coordinator and expect outreach to be improved on social media and all other digital platforms. Household hazardous waste Ongoing KS to post bi- weekly Newsletter/Green Guide Recycling Incentive/award programs online waste/recycling info Reuse/waste reduction composting/rain barrel sales improve info on website to encourage waste and reuse Other County Promo: example last year: pumpkin composting Other promo tbd tbd Add bins to parks that don't have recycling Planning and PW to coordinate Summer AM/AS The goal is to put at least one recycling event this year. We would like to start with a fix itr clinic held at City Hall to reduce clothing and textiles from making their way to landfills. Waste reduction Summer/Fall AM Education online waste/recycling info Other Goals/Requirements: Provide recycling in municipally owned/operated public spaces Provide recycling in municipally owned/operated buildings (non-public facing) Education & Information Establish and maintain web page with recycling and waste information for residents and businesses that meet minimum requirements set by the county Share designated county created communications Update county resources as shared by the county Reach 1% of resident population with municipal waste and recycling information -1- 2026 GRANT AGREEMENT FOR MUNICIPAL RECYCLING GRANT DISTRIBUTION THIS AGREEMENT made and entered into by and between the County of Washington, hereinafter referred to as the "County", and City of Lake Elmo, 3880 Laverne Avenue North, Lake Elmo, Minnesota 55042, hereinafter referred to as the "Grantee". WHEREAS, the County desires to encourage and provide opportunities for residential recycling to reduce the County's reliance on solid waste disposal facilities, and WHEREAS, the Washington County Board of Commissioners has budgeted funds to be used to further develop recycling projects in the County. NOW, THEREFORE, the parties hereto agree as follows: 1. Term: The term of the Agreement shall be from the date this Agreement is approved by the County to December 31, 2026. 2. The County's Obligations: The County will pay the Grantee an amount of up to $30,820.00 which is to be used for recycling program expenses in 2026. Payment will be within 60 days of execution of this Agreement. 3. The Grantee's Obligations: a. The Grantee agrees to follow their 2026 Municipal Recycling Grant Application and the guidelines therein (Exhibit A). b. The Grantee will use all recycling grant money received in 2026 as a result of this Agreement, for base funding activities, recycling projects, and public education related to recycling, as indicated in Exhibit A. If all recycling grant funds are not used within the grant period, the Grantee must return unexpended funds to the County unless the County approves utilizing the unspent funds for recycling projects the following year. c. The Grantee shall sign and return this Agreement to the County by July 1, 2026. Failure to do so will result in a reduction or loss of grant funds. d. The Grantee agrees to support State efforts in obtaining hauler reports by ensuring compliance through ordinance, contract or license requirements and the ability to exercise punitive actions, if needed. e. The Grantee will prepare and submit annual work plan project reports to the County. The reports shall cover the time period from January 1 to December 31 and shall be submitted to the County by January 31st of the year following the reporting period. The annual reports are available on the County’s Municipal Recycling Grant Application and Reporting software (Re-TRAC Connect). f. Pursuant to Minnesota Statutes Sections 115A.46 and 115A.471, all waste generated by city/township government activities (including city/town halls, public works buildings, parks, and for city/townships that arrange for waste services on behalf of their residents) shall be delivered to the Ramsey/Washington Recycling -2- and Energy Center in Newport for disposal. Failure to comply with this provision shall constitute a breach of this Grant Agreement. g. The parties agree that if the Grantee contracts or otherwise arranges for municipal solid waste hauling service on behalf of its residents and/or businesses and the Grantee issues bills for this service, the Grantee shall bill the County Environmental Charge (CEC) as a separate line item on the solid waste bill and shall make reasonable effort to collect the CEC. Exception to this provision is if the licensed hauler collected the CEC for the previous year. All County Environmental Charges collected shall be remitted to the County according to section 14.5 of Washington County Ordinance #178 or its replacement, Ordinance #194, effective July 1st, 2014. Failure of the Grantee to comply with this provision shall constitute a breach of this Grant Agreement and will result in loss of grant funds. 4. Indemnification and Insurance: a. The Grantee agrees it will defend, indemnify and hold harmless the County, its officers and employees against any and all liability, loss, costs, damages, and expenses which the County, its officers, or employees may hereafter sustain, incur, or be required to pay arising out of the negligent or willful acts or omissions of the Contractor/Consultant in the performance of this Agreement. b. The Grantee agrees that in order to protect itself, as well as the County, under the indemnity provisions set forth above, it will at all times during the term of this Contract, keep in force the following insurance protection in the limits specified: a. Commercial General Liability with Contractual liability coverage in the amount of $1,500,000 per occurrence with a $3,000,000 aggregate. An excess or umbrella liability policy may be used in conjunction with primary coverage limits to meet the minimum limit requirements. b. Automobile coverage in the amount of $1,500,000 on a combined single limit basis and include hired and non-owned. c. Worker’s Compensation in statutory amount (if applicable) of bodily injury by accident in the amount of $500,000 each accident, bodily injury by disease in the amount of $500,000 each employee, and bodily injury by disease in the amount of $500,000 policy limit. Washington County shall be listed as additional insured as it relates to Commercial General Liability and Automobile Liability. Prior to the effective date of this Contract, the Grantee will furnish the County with a current and valid proof of insurance certificate indicating insurance coverage in the amounts required by this Contract. This certificate of insurance shall be on file with the County throughout the term of the Contract. As a condition subsequent to this Contract, Grantee shall ensure that the certificate of insurance provided to the County will at all times be current. The parties agree that failure by the Grantee to maintain a -3- current certificate of insurance with the County shall be a substantial breach of the Contract and payments on the Contract shall be withheld by the County until a certificate of insurance showing current insurance coverage in amounts required by the Contract is provided to the County. Any policy obtained and maintained under this clause shall provide that it shall not be cancelled, materially changed, or not renewed without thirty days’ notice thereof to the County. 5. Data Practices: All data collected, created, received, maintained, or disseminated for any purposes by the activities of Grantee because of this Agreement is governed by the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as amended, the Minnesota Rules implementing such Act now in force or as adopted, as well as Federal regulations on data privacy. 6. Condition Subsequent: It is understood and agreed that in the event that reimbursement to the County from state sources is not obtained and continued at a level sufficient to allow the Grant, the obligations of each party hereunder shall thereupon be reviewed to determine the necessity of renegotiating all or parts of this Agreement. 7. Records Availability and Retention: Pursuant to Minnesota Statute Section 16C.05, Subd. 5, the Grantee agrees that the County, the State Auditor, or any of their duly authorized representatives at any time during normal business hours and as often as they may reasonably deem necessary, shall have access to and the right to examine, audit, excerpt, and transcribe any books, documents, papers, records, etc. which are pertinent to the accounting practices and procedures of the Grantee and involve transactions relating to this Agreement. Grantee agrees to maintain these records for a period of six (6) years from the date of termination of this Agreement. 8. Independent Contractor: Nothing contained in this Agreement is intended or should be construed as creating the relationship of co-partners or joint ventures with the County. No tenure or any rights or benefits, including Worker's Compensation, Unemployment Insurance, medical care, sick leave, vacation leave, severance pay, PERA, or other benefits available to County employees, shall accrue to the Grantee or employees of the Grantee performing services under this Agreement. 9. Nondiscrimination: The Grantee agrees to comply with the nondiscrimination provision set forth in Minnesota Statute 181.59. The Grantees failure to comply with section 181.59 may result in cancellation or termination of the agreement, and all money due or to become -4- due under the contract may be forfeited for a second or any subsequent violation of the terms or conditions of this contract. 10. Possession of Firearms on County Premises: Unless specifically required by the terms of this Contract or the person it is subject to an exception provided by 18 USC§ 926B or 926C (LEOSA) no provider of services pursuant to this Contract or subcontractors shall carry or possess a firearm on County premises or while acting on behalf of Washington County pursuant to the terms of this Contract. Violation of this provision is grounds for immediate suspension or termination of this Contract. 11. Noncompliance by Grantee: If the County finds that there has been a failure to comply with the provisions of this Agreement, the County may terminate the Agreement at any time following seven (7) days written notice to the Grantee and upon failure of the Grantee to cure the default within the seven day period. The County will require the Grantee to repay the grant funds in full or in a portion determined by the County. Nothing herein shall be construed so as to limit the County's legal remedies to recover grant funds. 12. Termination: This Agreement may be canceled by either party upon thirty (30) days written notice. Notice to the Cities shall be mailed to the City Administrator or to the City Clerk if there is no Administrator. Notice to Townships shall be mailed to the Township Clerk. Notice shall be sent to the official business address of the City or Township. Notice to the County shall be mailed to: Department of Public Health and Environment, 14949 62nd Street N, PO Box 6, Stillwater, MN 55082-0006. 13. Merger and Modification: a. It is understood and agreed that the entire Agreement between the parties is contained here and that this Agreement supersedes all oral Agreements and negotiations between the parties relating to the subject matter. All items referred to in this Agreement are incorporated or attached and are deemed to be part of this Agreement. b. Any material alterations, variations, modifications, or waivers of provisions of this Agreement shall be valid only when they have been reduced to writing as an Amendment and signed by the parties. 14. Force Majeure Events: For purposes of this Agreement, “Force Majeure” refers to an event that by its nature is unforeseen, or, if it was foreseen, was beyond reasonable control by either party. With a Force Majeure event, the parties agree to 1) make an attempt to reschedule any such municipally planned events impacted included but not limited to community clean-ups, collection events, planned performances, and promotional campaigns, or 2) substitute -5- the impacted event with other acceptable recycling efforts as outline in Exhibit A of this Agreement. 15.Conflict of Interest: Grantee affirms that, to the best of its knowledge, this Contract does not present a conflict of interest with any party or entity, which may be affected by the terms of this Contract. The Grantee agrees that, should any conflict or potential conflict of interest become known, it will immediately notify the County of the conflict or potential conflict, and will advise the County whether it will or will not resign from the other engagement or representation. Unless waived by the County, a conflict or potential conflict may, in the County's discretion, be cause for cancellation or termination of this Contract. 16.Jurisdiction & Venue: This Contract, amendments, and supplements thereto, shall be governed by the laws of the State of Minnesota. All actions brought under this Contract shall be brought exclusively in Minnesota State Courts of competent jurisdiction with venue in Washington County. [the remainder of this page is intentionally left blank] -6- IN WITNESS WHEREOF, the parties have executed this Agreement on the dates indicated below. GRANTEE WASHINGTON COUNTY BY:_ __________________________________ BY: David Brummel, Director TITLE: Department of Public Health and Environment DATE: DATE:____________________________ _ APPROVED AS TO FORM BY: ____ ______________________ Ass't Washington Co. Attorney DATE: __ ______________ 2026 Municipal Recycling Grant Program Guidelines 2 Contents Program Overview ......................................................................................................................................... 3 Eligibility Requirements ............................................................................................................................. 3 Funding Application ................................................................................................................................... 4 Grant Funding Allocation ........................................................................................................................... 4 Eligible Expenses ........................................................................................................................................ 5 Ineligible Expenses ..................................................................................................................................... 5 Standard List of Residential Curbside Recyclables ........................................................................................ 6 Verification of Compliance with Minnesota Statute 115.471 and 115A.46 Public Entities Law ................... 6 Reporting ....................................................................................................................................................... 7 Hauler Reporting ........................................................................................................................................ 7 Annual Work Plan Project Status Reports ................................................................................................. 7 Work plan project status report: ........................................................................................................... 7 Final Program Expenditures Report ....................................................................................................... 7 Recycling Performance .............................................................................................................................. 8 County Responsibilities .................................................................................................................................. 8 Supplemental Documents ............................................................................................................................. 9 Appendix A – Municipal Recycling Grant Continuum ..................................................................................10 3 Program Overview Municipalities in Washington County are responsible for establishing and maintaining municipal recycling programs. The County provides educational, financial and technical assistance to local governments to aid these programs. The County’s municipal recycling grant program assists municipalities with recycling program expenses. Grant funding levels are dependent on municipality household counts and recycling program activities. Municipalities are encouraged to apply for the maximum level of funding. Four levels of grant funding are available: • Base Funding: funding to cover administrative and program expenses to sustain existing programs and covers the BASIC category of the recycling continuum. Base funding is dependent on the number of households in a community. • Project Funding: funding to target specific grant projects that are related to achieving recycling goals and covers projects contained in the Improved Project and Advanced Funding categories of the recycling continuum. • Incentive Funding: funding for one-time special projects or purchases that cannot be covered with project funding. Improved Project funding shall be used for before incentive funding is applied for. • Shared Resources Funding: funding for collaboration among multiple municipalities. Eligibility Requirements To receive funding through the Washington County municipal recycling grant program, municipalities must meet the following eligibility requirements: 1. A municipality’s curbside recycling program shall be established by; 1) ordinance, 2) contracted with a hauler, or 3) a hauler be licensed to operate within the municipality. 2. Municipality must support State efforts in obtaining hauler reports by ensuring compliance through ordinance, contract or license requirements and the ability to exercise punitive actions, as needed. 3. All multi-unit dwellings (4 or more units) must have recycling service available. 4. The municipality must maintain the components under the Base Funding category of the recycling continuum (Appendix A). a. Minimum website requirements include the following: i. Link to the Washington County Disposal Directory ii. Link to the Ramsey/Washington Food Scraps Pick-up Program webpage iii. Link to the Washington County Environmental Center webpage iv. Link to the R&E BizRecycling webpage v. Link to the Washington County container loan webpage 5. Municipal staff must participate in two recycling coordinator meetings and/or meetings with PHE staff per year to develop the grant project work plan(s). 6. Supply Verification of Compliance with Minnesota Statute 115.471 and 115A.46 Public Entities Law (if applicable). 7. Submit completed previous grant cycle expenditures and project final reports. 8. Submit complete application and project(s) form, as applicable. a. Complete projects and performance measures outlined on the application or return funds for incomplete projects. 4 b. Continue to make progress along the municipal recycling performance continuum. Washington County, on behalf of State requirements, reserves the right to withhold any and all funding from municipalities for; 1) failure to report on previous grant activities of a municipality (not in good effort), 2) failure to complete application and project work plans and 3) failure to not actively engaging with PHE staff in grant funding activities and the execution of projects. Funding Application Municipalities must complete a funding application by February 27th, 2026, to receive grant funding. Applications and yearly work plan(s) must be submitted using Re-TRAC Connect. Grant Funding Allocation Funding is separated into four (4) categories: • Base funding: funding for activities that sustain the municipalities existing recycling program. This includes funding for administration of a recycling ordinance, resident questions, completing the municipal grant application, work plan(s) and annual report, residential recycling information, website maintenance and meeting the Base Funding category of the continuum, which can be found on Appendix A. The table below shows how base funding is determined for each community. # of Households Eligible Amount for Base Funding <450 $1,500.00 451-1000 $2,500.00 1001-2000 $5,000.00 2001-5000 $10,000.00 5001-10000 $20,000.00 >10000 $30,000.00 Note: household data comes from the Metropolitan Council’s population estimates. Estimates are the official estimates for state government purposes to determine government aid (LGA) and street aid allocations. Previous year estimates are prepared the following year and certified by July 15. • Project funding: funding to develop and implement new or expanded recycling projects that encourage movement along the recycling continuum in the Improved Project and Advanced Project categories, found on Appendix A. A municipality is eligible to receive $0.50/household/project. A municipality may qualify for up to four projects per year. • Incentive funding: one-time special project funding for large purchases that cannot be covered with project funding. Incentive funding can be applied for after the February 26th grant application deadline so long as the municipality meets to discuss with PHE staff. Funding can be requested and utilized at any time during the 2026 grant cycle. • Shared Resource funding: this is targeted to fund collaborations among municipalities. Municipalities participating in shared resource funding must designate one municipality to act as representative and fiscal agent to be liaison with the County. 5 Eligible Expenses Grant funds are used for the following expenses and are subject to approval by PHE staff: • Administrative (maximum of 75% of total grant funds) o Salary and legal costs of personnel only while directly working on, part time or full time, the planning, implementation and promotion of eligible activities. o Salaries, benefits and mileage for consultant services or temporary help with prior written approval from PHE and must be related to eligible activities. o County-approved educators, performers, and municipal staff who help implement required education activities using County toolkits and standardized messaging. o Attendance or training opportunities for municipal staff • Capital Expenses o Event recycling containers o Public space recycling containers o Recycling containers and education for municipally owned/operated buildings and internal spaces o Resident-only municipal food scraps drop-off site • Public Education and Promotion* o Design, production and distribution of flyers, brochures, newsletter articles, posters, advertisements, videos, billboards, audio (radio, video, television, theater), electronic (website and e-news) and other communication promotional items reaching at least 50% of a community’s population o Disseminating County flyers, brochures, newsletters, posters, advertisements, videos, billboards, audio (radio, video, television, theatre) electronic (website and e -news) and other communication promotional items o Development of promotional materials for a community event such as a clean-up day or road clean up event o The percentage of cost for a municipality’s newsletter devoted to recycling o Environmental commissions and related expenses directly related to recycling and waste education (maximum of 25% of total grant funds) o Materials necessary for in-person or other events • Singular Item Collection o Design, production and distribution of flyers, brochures, newsletter articles, posters, advertisements, videos, billboards, audio (radio, video, television, theater), electronic (website and e-news) and other communication specific to the collection of a specific item or material.* o Disposal costs of items collected for recycling or reuse at special collection events by an approved County vendor • Other o Yard waste, recycling or composting project o Reuse projects and promotion o Other expenses with prior written approval from the PHE *Municipalities should reference MN State Statute 16C.073 for purchasing of paper for print materials. Ineligible Expenses Ineligible expenses are considered the following and subject to review by PHE: 6 1. Permanent, single sort, year-round recycling drop-off locations 2. Print materials already supplied by PHE as outlined on the print materials request form. Print materials that are customized with municipal logos are exempt 3. Disposal expenses for community clean up events or road cleanup activities where specific items are not directed to recycling or reuse 4. Expenses for non-waste abatement, such as energy or ground water 5. Ongoing recycling or garbage service fees (collection, processing, transportation) 6. Costs for office equipment and supplies 7. Street sweeping expenses 8. Beautification projects or rain gardens 9. Lobbying and legal expenses 10. Food or refreshments 11. Funding currently budgeted or being provided by applicant Standard List of Residential Curbside Recyclables PHE created the list of standard recyclable materials to be collected curbside after researching current materials collected curbside by haulers as well as the availability of viable end markets for those materials. This list covers only the minimum materials recommended for residential curbside collection. A municipality may require the collection of additional recyclable materials. A municipality may choose how to enforce such as through ordinance or hauler licensing. The Standard List of Residenti al Curbside recyclables can be found at the link below. Washington County Standard List of Residential Curbside Recyclables This standard list of recyclables for single sort recycling collection will be periodically reviewed and updated by PHE as additional materials and end markets become available. PHE may add materials to this list and require municipalities to begin collection of the new materials within one year of receiving notification from the PHE. Verification of Compliance with Minnesota Statute 115.471 and 115A.46 Public Entities Law As a condition of eligibility for the Washington County Municipal Recycling Grant funds, pursuant to Minnesota Statutes 115A.46, subd. 5 and 115A.471, all waste generated by municipal government activities, including, but not limited to city/town halls, public works buildings, parks, etc., and waste arranged or waste contract for on behalf of its residents (such as organized garbage collection), must be managed in accordance with the County’s Solid Waste Management Plan and delivered to the 7 Ramsey/Washington County Resource Recovery Facility in Newport for disposal. Failure to comply with this provision shall constitute a breach of the Municipal Recycling Grant Agreement. Reporting Hauler Reporting The Minnesota Pollution Control Agency (the State) will collect tonnage reports directly from haulers on behalf of counties and municipalities. Reports will be collected on a quarterly basis and will have tonnage amounts for MSW/garbage, recycling and source separated organics listed for each county. To ensure data is provided to the State quarterly, municipalities are expected to continue their role in enforcing hauler compliance through existing ordinances, contracts or licenses with hau lers. Municipalities are expected to exercise punitive actions, if needed. The final, compiled hauler reports will be available on the County’s Re-TRAC Connect system for municipality’s to view after the reporting period has closed. Annual Work Plan Project Status Reports Municipalities receiving funding through the Washington County municipal recycling grant program must complete annual work plan project status reports. The annual report is a measure of a municipality’s progress towards meeting components on the recycling continuum and on program expenditures. Annual reports must be completed by the municipality receiving the grant by January 31st of each year using the County’s Re-TRAC Connect system. Work plan project status report: • project completion (yes/no) • performance measurements (minimum of 3 forms of measurement, as identified in work plan, should be reported) • description of information helpful to other municipalities desiring to replicate projects Final Program Expenditures Report Municipalities receiving funding through the Washington County municipal recycling grant program must complete final program expenditures report at the end of the grant term. Reports must be completed to receive funding in future grant cycles. Components t o be included in the final report includes the following: • Program expenditures: Total program expenditures must equal total program revenue. o Administrative costs including ▪ Direct salaries ▪ Direct membership, training, subscriptions ▪ Consultant services and or temporary help ▪ Promotion ▪ Design, printing and postage ▪ Advertisements/Videos/Promotional items ▪ Special events ▪ Other (list and describe) • Capital Costs • Collection Costs (grant funds cannot be used for collection costs) • Other 8 o For each line item on the report’s expenditures sheet, indicate: ▪ Total County grant funds used ▪ City/Township funds contributed ▪ % of County grant used for line item ▪ Total expenditures Recycling Performance A municipality’s performance will be evaluated on information from the annual work plan project status reports, and reasonable effort towards reaching outcomes from work plan activities implemented and progression along the recycling continuum. PHE reserve s the right to request documentation for information submitted. Failure by a municipality to demonstrate measurable progress towards one or more of the work plan goals will result in a Recycling Improvement Plan be submitted 90 days of being notified by PHE. The Plan must be negotiated with PHE and specify the efforts that will be undertaken by the municipality to improve its recycling program to achieve the identified goal in the work plan by implement strategies agreed upon by municipal staff and PHE. The plan should focus on components of the recycling continuum. Funding will be withheld until the municipality’s Plan is completed and approved by PHE. County Responsibilities The County will be responsible for the following: 1. Grant documents a. PHE will provide the grant application and work plan by January 1st for each municipality to use to request grant funding and to develop project work plans. PHE will also provide report forms for their recycling program(s). Annual reports are available year-round. 2. Meetings a. PHE staff will host quarterly recycling coordinator meetings and will make meeting materials available on the City Recycling Resources webpage on the County’s website. PHE staff will also coordinate individual work plan meetings (as needed) with each municipality to identify grant projects. 3. Technical assistance a. PHE staff will help identify if and how additional technical assistance is needed. PHE staff strongly encourage municipal staff to use technical assistance as provided. 4. Payments a. Grant payment will be made in one installment, which is to be used for recycling program expenses in 2026. The payment will be made within 60 days of execution of the Recycling Grant Agreement. Incentive funding will disbursed upon the verification of project completion – until such verification, the municipality is responsible for any payments necessary for the completion of the project. 5. Recycling tonnages a. Recycling tonnages for each municipality will be collected by the Minnesota Pollution Control Agency (the State) from the community’s recycling hauler(s) on a bi-annual basis. Reports are available by request. 6. Residential recycling survey a. If requested, PHE will develop a survey on residents’ recycling knowledge and behavior for municipalities to promote and distribute regularly. 9 7. Online recycling information and best practices a. PHE will maintain the City Recycling Resources webpage on the County’s website for use by municipal staff to obtain information on recycling best practices, track recycling coordinator meetings and access templates and other educational information designed specifically for use by municipalities. 8. Commercial Recycling a. PHE has a separate funding mechanism to promote and support recycling in the commercial sector. This program is called BizRecycling and more information can be found at www.bizrecycling.com. 9. Recycling in multi-unit dwelling (4+ units) a. PHE has a separate funding mechanism to promote and support recycling in multi-unit dwellings. More information and ways to access this program can be found on www.bizrecycling.com. Supplemental Documents • Updated waste and recycling ordinance(s) (if applicable) • Updated waste and recycling contract(s) (if applicable) • City/Township council meeting minutes discussing/approving updated ordinances/contracts (if applicable) • Verification of public entities law (MN Statute 115.471 and 115A.46) (if applicable) • A certificate of insurance indicating the municipalities’ general liability limits as indicated in Section 4 of the Agreement. Please include certificate with the application. 10 Appendix A – Municipal Recycling Grant Continuum Washington County Municipal Recycling Grant Continuum Base Funding Improved Project Advanced Project Administrative Actively participate in municipal recycling grant program. Engage in professional development around recycling best practices. Provide professional development opportunities to municipal leadership and staff on recycling best practices. Participate in two recycling coordinator or other meetings with staff per year. Develop partnerships within the community to create more widespread knowledge of recycling best practices. Establish partnerships with other municipalities. Establish a curbside recycling program by ordinance or contract. Update solid waste/recycling ordinance and/or contract with County for assistance to meet current state requirements. Update solid waste/recycling ordinance and/or contract with County for assistance to incorporate best practices. Require collection of County’s standard list of recyclables. Support community-wide efforts to increase recycling of non- standard or hard to recycle items. Adopt municipal policies to support waste reduction, reuse, and recycling for non-standard or hard to recycle items. Support state efforts in obtaining hauler reports through ordinance, contract, or license requirements. Audit hauler collection reports and tonnages collected. Advance initiatives as part of the GreenStep Cities Program. Capital Expenses Establish and update signage for collection best practices. Update materials to be location/culturally specific and ADA compliant. Establish signage and communication materials that are location/culturally specific and ADA compliant. Provide recycling in municipally owned/operated public spaces. Expand recycling in municipally owned/operated public spaces. Establish permanent away-from-home drop-off recycling opportunities. Provide recycling in municipally owned/operated buildings (non- public facing.) Expand recycling in municipally owned/operated facilities (non- public) for collection of non-standard materials. Establish programs or policies that target reuse. Education & Information Establish and maintain webpage with recycling and waste information that meets minimum requirements set by the County. (As outlined in grant guidelines.) Improve information on webpage to encourage waste reduction and reuse. Provide resources on municipal webpages for materials that are not collected by haulers, the municipality, or the County. Share designated County-created communications. Share County or other partner created communications that promote hard to recycle items or problematic materials. Establish recycling targets for the community and communicate these efforts in a climate or sustainability plan. Update printed and digital resources as shared by the County. Encourage special events in community to use the County’s special event resources. Encourage special events in the community to utilize or create municipal-owned special event resources. Reach 50 percent of resident population with recycling and waste information and programs. Conduct outreach specifically to new residents with city and County recycling and waste information. Conduct targeted outreach to underserved populations within the community using resources such as trusted messengers. Provide one educational material to residents with information on the Food Scrap Pickup Program. Provide targeted information to new residents to participate in the Food Scrap Pickup Program. Provide food scrap recycling for events hosted or sponsored by the municipality or located on public property. Multi-Unit Dwellings Ensure all new construction, multi-unit dwellings (4 or more units) have recycling services available. Provide educational materials to existing properties and property managers and refer them to County staff for expanding opportunities. Host clean-up events for multi-units based on multi-unit turnover. Washington County Municipal Recycling Grant Continuum Base Funding Improved Project Advanced Project Administrative Actively participate in municipal recycling grant program. Engage in professional development around recycling best practices. Provide professional development opportunities to municipal leadership and staff on recycling best practices. Participate in two recycling coordinator or other meetings with staff per year. Develop partnerships within the community to create more widespread knowledge of recycling best practices. Establish partnerships with other municipalities. Establish a curbside recycling program by ordinance or contract. Update solid waste/recycling ordinance and/or contract with County for assistance to meet current state requirements. Update solid waste/recycling ordinance and/or contract with County for assistance to incorporate best practices. Require collection of County’s standard list of recyclables. Support community-wide efforts to increase recycling of non- standard or hard to recycle items. Adopt municipal policies to support waste reduction, reuse, and recycling for non-standard or hard to recycle items. Support state efforts in obtaining hauler reports through ordinance, contract, or license requirements. Audit hauler collection reports and tonnages collected. Advance initiatives as part of the GreenStep Cities Program. Capital Expenses Establish and update signage for collection best practices. Update materials to be location/culturally specific and ADA compliant. Establish signage and communication materials that are location/culturally specific and ADA compliant. Provide recycling in municipally owned/operated public spaces. Expand recycling in municipally owned/operated public spaces. Establish permanent away-from-home drop-off recycling opportunities. Provide recycling in municipally owned/operated buildings (non- public facing.) Expand recycling in municipally owned/operated facilities (non- public) for collection of non-standard materials. Establish programs or policies that target reuse. Education & Information Establish and maintain webpage with recycling and waste information that meets minimum requirements set by the County. (As outlined in grant guidelines.) Improve information on webpage to encourage waste reduction and reuse. Provide resources on municipal webpages for materials that are not collected by haulers, the municipality, or the County. Share designated County-created communications. Share County or other partner created communications that promote hard to recycle items or problematic materials. Establish recycling targets for the community and communicate these efforts in a climate or sustainability plan. Update printed and digital resources as shared by the County. Encourage special events in community to use the County’s special event resources. Encourage special events in the community to utilize or create municipal-owned special event resources. Reach 50 percent of resident population with recycling and waste information and programs. Conduct outreach specifically to new residents with city and County recycling and waste information. Conduct targeted outreach to underserved populations within the community using resources such as trusted messengers. Provide one educational material to residents with information on the Food Scrap Pickup Program. Provide targeted information to new residents to participate in the Food Scrap Pickup Program. Provide food scrap recycling for events hosted or sponsored by the municipality or located on public property. Multi-Unit Dwellings Ensure all new construction, multi-unit dwellings (4 or more units) have recycling services available. Provide educational materials to existing properties and property managers and refer them to County staff for expanding opportunities. Host clean-up events for multi-units based on multi-unit turnover. STAFF REPORT DATE: April 7, 2026 CONSENT TO: Mayor and Councilmembers FROM: City Clerk Julie Johnson AGENDA ITEM: Approve Special Event Permit for 4th of July Parade CORE STRATEGIES: ☒ Vibrant, inclusive, connected community ☐ Responsive, transparent, adaptive governance ☐Managed Growth ☐ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☐ Resilient Infrastructure BACKGROUND: Connect Lake Elmo is asking the city to approve a special event permit in order to conduct the annual 4th of July Kids Parade. The special event has taken place for decades and has been planned by Connect Lake Elmo for the past few years. The City was approached again this year for approval for the special event as was done in the past. Staff is recommending that the City contribute services from our Public Works Staff and vehicles, as well as Fire Department Staff and vehicles. Washington County Sheriff will also be present for public safety. City staff have been involved with the public safety planning and required road closure for this event. ISSUE BEFORE COUNCIL: Should the Council approve the special event permit for the 4th of July Kids Parade and waive the permit fee ($75.00) and allow use of city facilities? PROPOSAL DETAILS/ANALYSIS: Connect Lake Elmo is requesting use of Lions Park, the park pavilion and the old fire station parking lot for post parade activities. Planned activities include a dunk tank, kids activities, crafts and refreshments provided by local businesses. Event Timetable: 9:30 a.m. parade line up 10:00 a.m. parade starts 10:15 a.m. – 12:30 p.m. post parade activities in Lions Park FISCAL IMPACT: No cost outside of staff time in preparation for the event, promoting the event, and for those who will be attending the event. OPTIONS: 1) Approve the special event permit and waive the fee 2) Approve the special event permit and require payment of the fee 3) Do not approve the special event permit RECOMMENDATION: (if pulled from Consent) “Move to approve the special event permit and waive the permit fee for Connect Lake Elmo to conduct the annual 4th of July Kids Parade” ATTACHMENTS: Special Event Permit Application Print Date of Application:* Mar 11, 2026 Event Information Title / Name of Event* 4th of July Parade and Post-Parade Activities Location (Address) of Event: (If located in a city park, please indicate which park)* Standard Parade Route (Laverne, Lake Elmo Ave South, Upper 33rd East) ending at Lion's Park Event Set up Date* July 3, 2026 at Lion's Park Set up Time* 8:00 am End Time* 11:00 am Actual Event Date* July 4, 2026 Start Time* 9:30 am Lineup End Time* 12:30 pm Description of Event (please be specific - this information will be used to promote the event on the City of Lake Elmo website:)* See https://connectlakeelmo.org/4th-of-july for approved promotional content. Estaimated attendance number:* 3300 Special Events Permit Application - Submission #423 Date Submitted: 3/11/2026 Sponsoring Organization Name:* Connect Lake Elmo Address* PO Box 124 City* Lake Elmo State* Minnesota Zip Code* 55042 Phone Number* 6515928657 Email Address* connectlakeelmo@gmail.com Website Address:* www.connectlakeelmo.org Name of contact person during event:* Tara Cadenhead Phone:* 651-592-8657 Alternate contact during event:* Kathy Sather Phone:* 651-335-5775 Refer media contacts to:* Tara Cadenhead Phone: * 651-592-8657 (email is preferred - connectlakeelmo@gmail.com) Site Plan / Route Map: A site plan or route map is mandatory for all events. Please provide a map of the site layout. Include any tables, stages, tents, fencing, portable restrooms, vendor booths, trash containers, etc. If event involves a parade, race or walk, please attach a route map highlighting route. Include rest stop stations, crossings, signage and indicate route direction with arrows 0 1 2 3 How many signs/ banners will be put up?* Yes No Will there be inflatables? *Insurance certificate from rental vendor is required. Yes No Will there be entertainment?*What type? * Ice Cream - Rotary, and Games inside the field at Lion's Park Yes No Will sound amplification be used? * Hours and Type (noise ordinance enforced)* no Yes No Will a tent(s) be set up?*Dimensions* 4-5 tents (10x10) Yes No Will merchandise be sold? *What merchandise?* none How many vendors? * 0 Yes No Will food be sold? *County Health Department (651) 430-6655 Yes No Will food be cooked/ prepared on site? * If yes, must contact Lake Elmo Fire Department, (651) 747-3930 Yes No Will alcohol be served, but not sold? * See ordinance for instructions Yes No Will alcohol be sold? *See ordinance for instructions Yes No Will there be a fireworks display? * Permit required, contact Lake Elmo Fire Department (651) 747-3930 Describe power needs and location of power.* Just one cord needed at the pavilion for the ice cream freezer Describe level of advertisement (ie, radio, flyers, ads, tv, press release). Attach sample if available.* Connect Lake Elmo will plan, and coordinate with the City Communications Coordinator City Services (After reviewing the event application, City services may be required for the event.) Will the event close or block any of the following: If yes SPECIFY LOCATION on site map. County permit is required for county roads. Yes No City or County Streets or Right-of-Way:* If yes, please list streets / Right-of-Way to be closed or blocked:* See map (which will be finalized at our 1st Connect Lake Elmo), with City representatives Yes No Will event need barricade? *Number needed:* TBD - Will be on the map Yes No Will a park reservation be needed? *Which park? * Lion's Park Describe your plan for restrooms: (recommend 1 per 100 attendees in 4 hour period)* Same as last year (3-4 total) Describe trash removal and cleanup plan during and after event: (Plan must be approved by Public Works)* Same as last year - will review on detailed map Yes No Will the event use an assigned route? *How many hours will route be in use? * 1.5-2 hours Yes No Will event need traffic control? *Contact Washington County Sheriff Department for assistance, (651) 430-7600 Describe crowd control procedure to ensure the safety of participants and spectators:* A comprehensive route and crowd plan will be submitted with the map, along with a decision tree for weather-related and unexpected conditions. Yes No Will "No Parking" Signs be needed? *Number needed: (show locations on site map)* 15-20? Yes No Will water from a hydrant be needed? *Contact Public Works (651) 747-3930 - Fee required Yes No Will event need EMS services? *Contact Lake Elmo Fire Department (651) 747-3930 Describe plans to provide first aid, if needed (Cannot leave blank)* On site to provide assistance as needed. We need to plan for hydration (refilling water jugs), especially if the temperature is over 80 degrees. Describe the emergency action plan if severe weather should arise (cannot leave blank)* See decision tree after April 1st Committee meeting. List any other pertinent information* Thanks for your partnership! It is a really great event for our community, and we appreciate all of your efforts to make it smooth and safe for all involved. The sponsor(s) of this event hereby agrees to save the City, its agents, officials and employees harmless from and against all damages to persons or property, all expenses and other liability that may result from this activity. Depending on the size of and scope of the event a "Certificate of Insurance" may be required. If insurance is required, the policy must be kept in force during the event of at least the statutory limits for municipalities covering claims that might be brought against the event that arise out of the events authorized and to name the City as an additional insured on their policy "as their interest may appear." As the sponsor or authorized representative, I certify that the information provided is true to the best of my knowledge and agree to pay the permit fee for this event based upon the information provided in this application. I realize my submittal of this application request constitutes a contract between myself and the City of Lake Elmo and is a release of Liability. Signature of Applicant or Authorized Agent* Tara Cadenhead Date* Mar 11, 2026 Once the application is received, your application will be routed to the appropriate staff for approval or denial. STAFF REPORT DATE: April 7, 2026 REGULAR TO: Mayor and Councilmembers FROM: City Clerk Julie Johnson AGENDA ITEM: Denial of Special Event Permit for Theatre Production at 12058 55th St N CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☒ Responsive, transparent, adaptive governance ☐Managed Growth ☐ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☐ Resilient Infrastructure BACKGROUND: An applicant is asking the city to approve a special event permit to hold an immersive community theatre production at 12058 55th St N. The event is expected to have an attendance of up to 150 people per production twice a day from April 30th – May 3rd and intends to utilize the barn structure at that address for the event. ISSUE BEFORE COUNCIL: Should the Council deny the special event permit for 12058 55th St N? PROPOSAL DETAILS/ANALYSIS: Anthony Svoboda, Assistant Fire Chief, contacted the applicant to discuss the event. At this time, the barn structure has been determined not to be code compliant with hosting this type of event. Assistant Chief Svoboda also discussed the permit with Planning and there are also concerns with zoning, parking and other uses for this type of event. FISCAL IMPACT: N/A OPTIONS: 1) Deny the special event permit 2) Approve the special event permit RECOMMENDATION: (if pulled from Consent) “Move to deny the special event permit at 12058 55th St N for the dates of April 30-May 3, 2026.” ATTACHMENTS: • Special Event Permit Application • Chapter 1306 of Department of Labor and Industry Special Fire Protection Systems • MN Department of Labor and Industry Fact Sheet- ‘Wedding Barns” and the building code Print Date of Application:* 3-11-2026 Event Information Title / Name of Event* Broadway at the Barn or Charlottes web Location (Address) of Event: (If located in a city park, please indicate which park)* 12058 55th St N. Lake Elmo MN 55082 Event Set up Date* April 27th Set up Time* 10am End Time* 10pm Actual Event Date* april 30th-May3rd Start Time* 7pm or 2pm Matinees End Time* 9:30pm or 4:30 for Matinee Description of Event (please be specific - this information will be used to promote the event on the City of Lake Elmo website:)* An Immersive musical theatre production presented with professional actors and live orchestra. A stunning restored barn venue becomes the backdrop to a Broadway family classic Estaimated attendance number:* 150 Special Events Permit Application - Submission #422 Date Submitted: 3/11/2026 Sponsoring Organization Name:* Frosted Glass Creative Address* 270 5th St City* Marine on the St Croix State* MN Zip Code* 55047 Phone Number* 651-373-7026 Email Address* calyssa@frostedglasscreative.com Website Address:* www.frostedglasscreative.com Name of contact person during event:* Calyssa Hall Phone:* 651-373-7026 Alternate contact during event:* Matthew Mathias Phone:* 651-925-9752 Refer media contacts to:* Calyssa Hall or Matthew Mathias Phone: * 651-373-7026 Site Plan / Route Map: A site plan or route map is mandatory for all events. Please provide a map of the site layout. Include any tables, stages, tents, fencing, portable restrooms, vendor booths, trash containers, etc. If event involves a parade, race or walk, please attach a route map highlighting route. Include rest stop stations, crossings, signage and indicate route direction with arrows 0 1 2 3 How many signs/ banners will be put up?* Yes No Will there be inflatables? *Insurance certificate from rental vendor is required. Yes No Will there be entertainment?*What type? * Music, Singing, spoken word Yes No Will sound amplification be used? * Hours and Type (noise ordinance enforced)* Sound amp for voices and instruments during reherasal and performance ending at 9:30pm Yes No Will a tent(s) be set up?*Dimensions* 0 Yes No Will merchandise be sold? *What merchandise?* 0 How many vendors? * 0 Yes No Will food be sold? *County Health Department (651) 430-6655 Yes No Will food be cooked/ prepared on site? * If yes, must contact Lake Elmo Fire Department, (651) 747-3930 Yes No Will alcohol be served, but not sold? * See ordinance for instructions Yes No Will alcohol be sold? *See ordinance for instructions Yes No Will there be a fireworks display? * Permit required, contact Lake Elmo Fire Department (651) 747-3930 Describe power needs and location of power.* No extraodinary power needs are essential for this production, all electricity will be taken from outlests onsite Describe level of advertisement (ie, radio, flyers, ads, tv, press release). Attach sample if available.* Posters, press releases, and social media advertising. City Services (After reviewing the event application, City services may be required for the event.) Will the event close or block any of the following: If yes SPECIFY LOCATION on site map. County permit is required for county roads. Yes No City or County Streets or Right-of-Way:* If yes, please list streets / Right-of-Way to be closed or blocked:* None Yes No Will event need barricade? *Number needed:* 0 Yes No Will a park reservation be needed? *Which park? * None Describe your plan for restrooms: (recommend 1 per 100 attendees in 4 hour period)* Portable restrooms Describe trash removal and cleanup plan during and after event: (Plan must be approved by Public Works)* Ample recepticles at site, organizers will ensure that everything is cleaned up and removed Yes No Will the event use an assigned route? *How many hours will route be in use? * 0 Yes No Will event need traffic control? *Contact Washington County Sheriff Department for assistance, (651) 430-7600 Describe crowd control procedure to ensure the safety of participants and spectators:* Stage manager and owners will be present on site at all times and will follow Frosted Glass Creatives emergency plan, and any additional venue requirements Yes No Will "No Parking" Signs be needed? *Number needed: (show locations on site map)* 0 Yes No Will water from a hydrant be needed? *Contact Public Works (651) 747-3930 - Fee required Yes No Will event need EMS services? *Contact Lake Elmo Fire Department (651) 747-3930 Describe plans to provide first aid, if needed (Cannot leave blank)* At least 1 Frosted Glass Creative Staff will be trained in providing first aid. The stage manager is required to call 911 in case of an emergency. Describe the emergency action plan if severe weather should arise (cannot leave blank)* If severe weather threatens a performance the audience, cast, and crew will be notified of cancellation two hours before the start time of the show. If severe weather interrupts a performance, the stage manager will call a hold, and all audience members, cast and crew will be evacuated to the nearest safe location on the property until the threat is cleared. List any other pertinent information* None right now. The sponsor(s) of this event hereby agrees to save the City, its agents, officials and employees harmless from and against all damages to persons or property, all expenses and other liability that may result from this activity. Depending on the size of and scope of the event a "Certificate of Insurance" may be required. If insurance is required, the policy must be kept in force during the event of at least the statutory limits for municipalities covering claims that might be brought against the event that arise out of the events authorized and to name the City as an additional insured on their policy "as their interest may appear." As the sponsor or authorized representative, I certify that the information provided is true to the best of my knowledge and agree to pay the permit fee for this event based upon the information provided in this application. I realize my submittal of this application request constitutes a contract between myself and the City of Lake Elmo and is a release of Liability. Signature of Applicant or Authorized Agent* Matthew Mathias Date* 3-11-2026 Once the application is received, your application will be routed to the appropriate staff for approval or denial. 1 CHAPTER 1306 DEPARTMENT OF LABOR AND INDUSTRY SPECIAL FIRE PROTECTION SYSTEMS 1306.0010 GENERAL. 1306.0020 MUNICIPAL OPTION. 1306.0030 REQUIREMENTS. 1306.0040 STANDARD. 1306.0050 SUBSTITUTE CONSTRUCTION. 1306.0060 EXEMPTION. 1306.0070 REPORTING. 1306.0010 GENERAL. This chapter authorizes optional provisions for the installation of on-premises fire suppression systems that may be adopted by a municipality in addition to the State Building Code.If the municipality adopts them,the sprinkler system requirements of this chapter become part of the State Building Code and are applicable throughout the municipality.This chapter,if adopted,must be adopted without amendment. Statutory Authority:MS s 16B.59;16B.61;16B.64;326B.101;326B.106;326B.13 History:27 SR 1479;L 2007 c 140 art 4 s 61;art 13 s 4 Published Electronically:July 11,2007 1306.0020 MUNICIPAL OPTION. Subpart 1.Requirement.The sprinkler system requirements of this chapter,if adopted,must be adopted with the selection of either subpart 2 or 3,without amendment. Subp.2.Existing and new buildings.Automatic sprinkler systems for new buildings,buildings increased in total floor area (including the existing building),or buildings in which the occupancy classification has changed,must be installed and maintained in operational condition within the structure. The requirements of this subpart apply to structures that fall within the occupancy classifications established in part 1306.0030,items A to D. Exception:The floor area of minor additions that do not increase the occupant load does not have to be figured into the square footage for occupancy classifications established in part 1306.0030,items A to D. Subp.3.New buildings.Automatic sprinkler systems for new buildings,additions to existing buildings,or buildings in which the occupancy classification has changed must be installed and maintained in operational condition within the structure.The requirements of this subpart apply to structures that fall within the occupancy classifications established in part 1306.0030,items A to D. Exception:The floor area of minor additions that do not increase the occupant load does not have to be figured into the square footage for occupancy classifications established in part 1306.0030,items A to D. Copyright ©2007 by the Revisor of Statutes,State of Minnesota.All Rights Reserved. 1306.0050 SPECIAL FIRE PROTECTION SYSTEMS 2 Statutory Authority:MS s 16B.59;16B.61;16B.64;326B.101;326B.106;326B.13 History:27 SR 1479;32 SR 6;L 2007 c 140 art 4 s 61;art 13 s 4 Published Electronically:July 11,2007 1306.0030 REQUIREMENTS. For purposes of this chapter,area separation,fire barriers,or fire walls do not establish separate buildings.Gross square footage (gsf)means the floor area as defined in the International Building Code. The floor area requirements established in items A to D are based on the gross square footage of the entire building and establish thresholds for these requirements.The following occupancy groups must comply with sprinkler requirements of this chapter,unless specified otherwise: A.Group A-1,A-2,A-3,and A-4 occupancies; Exception:air inflated structures,and open picnic shelters. B.Group B,F,M,and S occupancies with 2,000 or more gross square feet of floor area or with three or more stories in height; Exception:S-2 open parking garages,aircraft hangars,salt storage sheds,and group "M"detached canopies. C.Group E occupancies with 2,000 or more gross square feet of floor area or with two or more stories in height; D.Group E day care occupancies with an occupant load of 30 or more. Statutory Authority:MS s 16B.59;16B.61;16B.64;326B.101;326B.106;326B.13 History:27 SR 1479;32 SR 6;L 2007 c 140 art 4 s 61;art 13 s 4 Published Electronically:July 11,2007 1306.0040 STANDARD. Automatic sprinkler systems must comply with the applicable standard referenced in the State Building Code.If a public water supply is not available,the building official and fire chief shall approve the use of an alternate on-site source of water if the alternate source provides protection that is comparable to that provided by a public water supply.If an adequate alternate water supply sufficient for hose stream requirements is provided or available,the building official and fire chief may permit the water supply requirements for the hose stream demands to be modified. Statutory Authority:MS s 16B.59;16B.61;16B.64;326B.101;326B.106;326B.13 History:27 SR 1479;L 2007 c 140 art 4 s 61;art 13 s 4 Published Electronically:July 11,2007 1306.0050 SUBSTITUTE CONSTRUCTION. The installation of an automatic sprinkler system,as required by this chapter,would still allow the substitution of one-hour fire-resistive construction as permitted by the International Building Code,Table 601,footnote d. Copyright ©2007 by the Revisor of Statutes,State of Minnesota.All Rights Reserved. 3 SPECIAL FIRE PROTECTION SYSTEMS Statutory Authority:MS s 16B.59;16B.61;16B.64;326B.101;326B.106;326B.13 History:27 SR 1479;L 2007 c 140 art 4 s 61;art 13 s 4 Published Electronically:July 11,2007 1306.0060 EXEMPTION. The building official,with the concurrence of the fire official,may waive the requirements of this chapter if the application of water has been demonstrated to constitute a serious life,fire,or environmental hazard,or if the building does not have an adequate water supply and the building is surrounded by public ways or yards more than 60 feet wide on all sides. Statutory Authority:MS s 16B.59;16B.61;16B.64;326B.101;326B.106;326B.13 History:27 SR 1479;L 2007 c 140 art 4 s 61;art 13 s 4 Published Electronically:July 11,2007 1306.0070 REPORTING. A municipality must submit a copy of the ordinance adopting this chapter to the Department of Labor and Industry,Construction Codes and Licensing Division.The ordinance does not go into effect until: A.a signed electronic,faxed,or paper copy of the ordinance has been received by the division; and B.the ordinance has been approved by the division. An ordinance is deemed automatically approved by the division if the municipality has not been informed that the ordinance has not been approved within ten working days of the division's receipt of the ordinance. Statutory Authority:MS s 16B.59;16B.61;16B.64;326B.101;326B.106;326B.13 History:27 SR 1479;32 SR 6;L 2007 c 140 art 4 s 61;art 13 s 4 Published Electronically:July 11,2007 1306.0100 [Repealed,27 SR 1479] Published Electronically:July 11,2007 Copyright ©2007 by the Revisor of Statutes,State of Minnesota.All Rights Reserved. CONSTRUCTION CODES AND LICENSING FACT SHEET: 'WEDDING BARNS' AND THE BUILDING CODE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY Old barns have become a popular venue for weddings, receptions, family reunions and similar gatherings. What are the main code-related issues that should be considered? As an existing building, the barn would be subjected to the requirements of the Minnesota Conservation Code for Existing Buildings. In most instances, this would constitute a change of use as the barn was likely agricultural and exempt from the code under Minnesota Statutes § 326B.121. Converting a barn for weddings and similar functions reclassifies the building as an assembly use. The biggest code issues that may arise from this change of use/occupancy classification are: • Requirement for an automatic sprinkler system for assembly occupancies. • Accessibility to the building, rest rooms and elevated levels or floors. • Minimum number of sanitation facilities (toilets, lavatories and drinking fountains). • Door swing, panic/fire exit hardware. • Exit signs and emergency illumination. • Fire detectors both manual and automatic. • Allowable area and height based on the type of construction and occupancy classification. • Structural – most barns were never designed for the assembly use and, if exempt as agricultural, there is a good chance that the required snow and wind loads were not considered as for commercial buildings. Does converting a barn to an assembly use require having plans prepared? Yes, because this changes the purpose and puts the barn into a higher risk use, plans for the barn's conversion must be prepared by Minnesota licensed architects and engineers. Does the new law for places of public accommodation apply to barns that are converted for weddings or receptions? Yes, if the barn contains a room or space having an occupant load of 200 or more. Who enforces the building code on wedding barns? As of July 1, 2017, where there is no local government building official, plans must be submitted to the Minnesota Department of Labor and Industry (DLI) for building code review and approval before construction can begin. DLI issues permits and inspects the construction of public assembly spaces in all non-code enforced areas. Web: www.dli.mn.gov/ccld.asp Phone: (651) 284-5005 or 1-800-657-3944 STAFF REPORT DATE: April 7, 2026 CONSENT TO: Mayor and Councilmembers FROM: City Clerk Julie Johnson AGENDA ITEM: Adopt Resolution Establishing Polling Locations 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 currently operates two polling locations: Precinct 1 at the City Center building and Precinct 2 at the old City Hall building. With the growth in registered voters, it is no longer feasible to use the City Hall building for a polling place due to the lack of parking for both precincts. ISSUE BEFORE COUNCIL: Should the city relocate Precinct 2 to Rockpoint Church? PROPOSAL DETAILS/ANALYSIS: Rockpoint Church is located at 5828 Kelvin Avenue North in Lake Elmo and has offered use of their facility as a polling location for the city. Staff met with representatives of the church to view the area to be used as a polling place and found the location to be much larger than our space at the City Hall building, and there is ample parking for voters. The building is also accessible for voters with disabilities and has designed handicapped parking. Staff propose moving Precinct 2 from the City Hall building to Rockpoint Church and feel this will provide a much better location for voters. The church has provided a facility use agreement that has been reviewed by the City Attorney. The city will also provide a certificate of insurance. FISCAL IMPACT: None. The church is offering use of its facility free of charge. Staff will clean the area used at the end of each election day. OPTIONS: Continue to use the old City Hall building for elections. RECOMMENDATION: (if pulled from Consent) “Motion to adopt resolution 2026-020 establishing polling locations.” ATTACHMENTS: Resolution 2026-020 Facility Use Agreement CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2026-020 A RESOLUTION OF THE CITY OF LAKE ELMO, MINNESOTA DECLARING POLLING LOCATIONS FOR 2026 WHEREAS, the City of Lake Elmo operates two polling locations in the city; and WHEREAS, the city has deemed the Precinct 2 location at 3800 Laverne Avenue North, Lake Elmo, to be inadequate for a polling location; and WHEREAS, the City of Lake Elmo will operate two polling locations in 2026: Precinct 1: City Center, 3880 Laverne Avenue N., Lake Elmo, MN Precinct 2: Rockpoint Church, 5825 Kelvin Avenue N., Lake Elmo, MN NOW, THEREFORE, BE IT RESOLVED, by the Mayor and City Council of the City of Lake Elmo, Minnesota, that the polling locations for the City for the 2026 elections have been declared. APPROVED by the Lake Elmo City Council on this 7th day of April, 2026. By: __________________________ Charles Cadenhead Mayor ATTEST: ________________________________ Julie Johnson City Clerk STAFF REPORT DATE:April 7, 2026 CONSENT TO:City Council FROM:Chad Isakson, Assistant City Engineer AGENDA ITEM: Authorize Design Services for the Elmo’s Pup Park Parking Lot Improvements REVIEWED BY: Nicole Miller, City Administrator Clarissa Hadler, Finance Director Pete Tholen, Public Works Director Nate Stanley, City Engineer CORE STRATEGIES: ☒ Vibrant, inclusive, connected community ☐ Efficient, reliable, innovative services ☐ Responsive, transparent, adaptive governance ☒ Balanced Finances now and future ☐ Managed Growth ☒ Resilient Infrastructure BACKGROUND: The 2026 Capital Improvement Plan includes improvements to the parking lot and trail segment at Elmo’s Pup Park / Public Work’s Jamaca Building. ISSUE BEFORE COUNCIL: Should the City Council authorize preparation of plans and specifications for the Elmo’s Pup Park Parking Lot Improvements? PROPOSAL DETAILS/ANALYSIS: The existing parking lot is comprised of failed pavement or gravel with standing water in areas. The proposed improvements include reclaiming the existing pavement, shaping and grading the gravel surface, and repaving the parking lot and a trail segment. An exhibit is included in the appendix for reference. No striping or signage is included in the design scope. FISCAL IMPACT: If authorized, Bolton and Menk will complete final design and bidding services in a not to exceed amount of $20,000. The proposed work is identified in the capital improvement plan to be paid out of the General Fund and Park Dedication Fund. OPTIONS: Authorize preparation of plans and specifications. Do not authorize preparation of plans and specifications. RECOMMENDATION: Staff are recommending that the City Council, as part of the Consent Agenda, authorize preparation of plans and specifications for Elmo’s Pup Park Parking Lot Improvements. If removed from the consent agenda, the recommended motion for the action is as follows: Motion to authorize preparation of plans and specifications for Design Phase Engineering Services to be provided by Bolton and Menk, Inc. in the not-to-exceed amount of $20,000. ATTACHMENTS: 1.Project Location Map. 2.Project Schedule. IvyCtN4 2 n d S t N JamacaAveNJamacaAveNJamacaAveN4 2 n d S t N 8989895989358909 4260 4235 4255 8989894989098895 8980 4215 4240 4220 9057 9679 LAKE ELMO Lake Elmo GIS Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, (c) OpenStreetMap contributors, and the GIS User Community, Microsoft, Vantor City Limits Parcels 3/31/2026, 3:57:01 PM 0 180 36090 ft 0 50 10025 m 1:2,050 3507 High Point Drive North Bldg. 1 – Suite E130 Oakdale, MN 55128 Phone: (651) 704-9970 Bolton-Menk.com Elmo’s Pup Park Parking Lot Improvements Project Lake Elmo, MN APRIL 7, 2026 Council authorizes the preparation of Plans and Specifications. MAY 5, 2026 Council approves Plans and Specifications and orders Advertisement for Bids. JUNE 2, 2026 Project Bid Date: Receive contractor Bids. JUNE 16, 2026 Council accepts Bids and awards Contract. JULY, 2026 Conduct Pre-Construction meeting and issue Notice to Proceed. • SEPTEMBER 18, 2026 Substantial Completion. • OCTOBER 30, 2026 Final Completion. STAFF REPORT DATE: 4/7/26 CONSENT TO: Mayor and Councilmembers FROM: Clark Schroeder- Special projects manager AGENDA ITEM: Approve 76 acre farm lease- future parkland 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 January of 2025 council approved the purchase of 76 acres just south of Sunfish lake park for a future sports complex/city park. In the negotiation with the property owners at the time, they asked us to lease the land to the farmer currently farming the land. This farmer, David See, currently has a 5 year lease on our (3M) property. It makes sense to continue to lease the 76 acres to him as well. ISSUE BEFORE COUNCIL: Should council approve a 5 year lease with David See for the 76 acres future sports complex property? PROPOSAL DETAILS/ANALYSIS: Like the 3M property, the timing of development of the 76 acre park is unknown at this time. It is in the interest of the farmer to lease the property to improve the soil condition with different products to improve plant health. This expanses application does not make sense in a year-to-year lease, so just as the 3M 5 year lease staff are recommending a 5 year lease for this property. In the lease, we built in terms of access for things such as soil testing, surveying and other analysis. If the council were to develop this property and take it out of production, we could terminate the lease early. If we did mass grading while crops were on the property, we would have to reimburse Mr. See. The City Attorney has reviewed this lease and ensured the city is protected from various claims of the leaser in case of termination. As is the case in the 3M property, the poor soil condition need work and as such Mr. See is requesting a decrease from last year’s payments from $12,590 to $11,752 per year. This will be spread out in two payments. One in April and the other in the fall. FISCAL IMPACT: This lease will decrease the payments by $838 per year. We pay taxes on the property and the payments cover that. It is in the best interest of the land to be farmed as letting it go wild without management would create a weed field which would affect other neighboring properties. OPTIONS: Approve or deny lease. RECOMMENDATION: MOTION if pulled from the consent agenda Move to approve 76 acres farm lease. ATTACHMENTS: lease 1LA515\146\1008785.v2 FARM LEASE THIS FARM LEASE (this “Lease”) is made effective this _____ day of _______, 2026, by and between the City of Lake Elmo, a Minnesota municipal corporation (the “City”) and David See, d/b/a David See Farms (the “Tenant”). 1.Property Description. The City hereby rents to the Tenant in consideration of the rents and promises hereinafter described a portion of property (the “Property”) consisting of approximately 62.9 acres. The Property is legally described on Exhibit A attached hereto (the “Leased Premises”). 2.Term. The term of this Lease is for five growing seasons commencing on ________________, 2026 and terminating on December 31, 2030, unless otherwise terminated pursuant to the terms herein. The City may terminate this Lease at any time during the term, by giving 90 days’ written notice to the Tenant. Upon expiration of the 90-day notice period, the City shall have no further obligation under the terms of this Lease, the Tenant shall vacate the Leased Premises, and no further rents shall accrue. Should this Lease termination occur during the growing season, and the Tenant will be unable to procure a harvest as a result of the City’s actions, the City will reimburse the Tenant for the cost to replace the Tenant’s lost crops. The Tenant understands and acknowledges that the Leased Premises are part of the property the City intends to develop (the “Project”) and that the Leased Premises are being leased to the Tenant under this Lease on a short-term basis, subject to termination at such time as the Leased Premises may be needed for the Project. The Tenant understands, acknowledges, and agrees that in the event of termination of this Lease, the Tenant shall not qualify as a “displaced person” as described in Minnesota Statutes Section 117.50; 42 U.S.C. Section 4601; or 49 C.F.R. Part 24.2 and shall not be eligible for relocation assistance benefits or services under state or federal law. 3.Base Rent. Tenant shall pay the City annual rent of $11,753(“Rent”) in two installments, one installment of $5,876.50 on April 30, 2026, and the second installment of $5,876.50 being due on November 15, 2026. 4.Property Taxes. The City shall be responsible for paying the annual real estate taxes attributable to the Property. 5.Quiet Enjoyment. The City warrants that it has full right to execute and to perform this Lease and to grant the estate demised, and that the Tenant, upon the Tenant’s performance of all the terms, conditions, covenants, and agreements on the Tenant’s part to be observed and performed under this Lease, may peaceably and quietly enjoy the Leased Premises subject to the terms and conditions of this Lease. 6.Access to the Leased Premises. The Tenant agrees to permit the City and any authorized representatives of the City to enter the Leased Premises at all times during normal business hours (upon 24 hours’ notice to the Tenant) for the purpose of inspecting the same and 2LA515\146\1008785.v2 conducting such investigations, tests, measurements, and assessments as may be desired by the City. In the event of an emergency constituting a danger to life, health, safety, or property, the City may enter the Leased Premises at any given time without the consent of or notice to the Tenant. 7.Tenant Obligations. The Tenant shall be responsible for paying or doing the following: A.The Tenant shall use the Leased Premises for agricultural purposes only, which includes farming and cultivation. The production of corn as a crop is permitted on the Leased Premises, provided that the production of such crop does not damage the Leased Premises due to excessive runoff or erosion. During farming operations, the Tenant must fertilize and lime the soil on the Leased Premises in order to keep the proper elements in the soil and at a proper pH for crop production. The Tenant also agrees to only use corn roundup so that the Leased Premises may be used in the future for turf by the City. The Tenant shall not use any other herbicides that will have any residual carry over effect on the Leased Premises or any other properties or bodies of water that are in the vicinity of the Leased Premises. The Tenant shall not keep any farm animals, livestock, or poultry on the Leased Premises. The Tenant agrees to use normal and customary farming practices in the care and maintenance of the Leased Premises and, without limiting normal practices, keep the Leased Premises free of noxious weeds to the greatest extent possible; B.The Tenant agrees that throughout the term of this Lease, the Tenant shall not use the Leased Premises for the storage, handling, transportation, or disposal of any Hazardous Substances. “Hazardous Substances” for purposes of this Lease shall be interpreted broadly to include, but not be limited to, any material or substance that is defined, regulated, or classified under any Environmental Law or other applicable federal, state, or local laws and the regulations promulgated thereunder as: (i) a “hazardous substance” pursuant to Section 101 of the Comprehensive Environmental Response, Compensation, and Liability Act, 42 U.S.C. §9601 (14), the Federal Water Pollution Control Act, 33 U.S.C. §1321(14), as now or hereafter amended; (ii) a “hazardous waste” pursuant to Section 1004 or Section 3001 of the Resource Conservation and Recovery Act, 42 U.S.C. §§6903(5) , 6921, as now or hereafter amended; (iii) toxic pollutant under Section 307(a)(1) of the Federal Water Pollution Control Act, 33 U.S.C. §1317(a)(1) as now or hereafter amended; (iv) a “hazardous air pollutant” under Section 112 of the Clean Air Act, 42 U.S.C. §7412(a)(6), as now or hereafter amended; (v) a “hazardous material” under the Hazardous Materials Transportation Uniform Safety Act of 1990, 49 U.S.C. §5102(2), as now or hereafter amended; (vi) toxic or hazardous pursuant to regulations promulgated now or hereafter under the aforementioned laws or any state or local counterpart to any of the aforementioned laws; or (vii) presenting a risk to human health or the environment under other applicable federal, state or local laws, ordinances or regulations, as now or as may be passed or promulgated in the future. “Hazardous Substances” shall also mean any substance that after release into the environment or upon exposure, ingestion, inhalation, or 3LA515\146\1008785.v2 assimilation, either directly from the environment or directly by ingestion through food chains, will or may reasonably be anticipated to cause death, disease, behavior abnormalities, cancer, or genetic abnormalities and specifically includes, but is not limited to, asbestos, polychlorinated biphenyls (“PCBs”), radioactive materials, including radon and naturally occurring radio nuclides, natural gas, natural gas liquids, liquefied natural gas, synthetic gas, oil, petroleum and petroleum-based derivatives, and urea formaldehyde; C.The Tenant agrees to comply with all statutes, ordinances, rules, orders, regulations, and requirements of the federal, state, county, municipal, watershed, and other units of government regulating the use of the Leased Premises; D.The Tenant shall not do anything in or about the Leased Premises which will in any way impair or invalidate the obligation of the insurer under any policy of insurance required by this Lease; E.The Tenant shall not make any alterations or improvements to the Leased Premises without the City’s prior written consent. Any additions or improvements authorized by the City shall be made at the Tenant’s sole expense and shall remain on the Leased Premises at the expiration of this Lease; F.The Tenant shall refrain from using or applying any chemicals or products on the Leased Premises which contain phosphorous; G.The Tenant is not required to plow back the Leased Premises prior to the termination of this Lease; and H.This Lease does not entitle the Tenant to allow or authorize use of the Leased Premises by the Tenant or any of Tenant’s invitees for recreational purposes, including, but not limited to, hunting or the riding of snowmobiles, all-terrain, or similar recreational vehicles. 8.Costs Associated with the Lease. The City is not responsible for paying any of the Tenant’s costs associated with this Lease, including preparation of the Leased Premises for farming. The Tenant shall pay all costs related to farming the Leased Premises. 9.Insurance. The Tenant shall, at the Tenant’s expense during the term of this Lease, keep in full force and effect a policy or policies of “occurrence” based general liability insurance, providing coverage for personal injury, personal property damage, and contractual liability, on terms and with companies acceptable to the City. Such policy or policies shall name both the Tenant and the City as insured parties and shall have combined policy limits in amounts not less than $1,300,000. Such policy or policies shall provide that 30 days written notice must be given to the City prior to cancellation or termination thereof (with the exception of non-renewal which shall provide for 10 days’ notice). The Tenant shall furnish evidence satisfactory to the City at the time this Lease is executed that such coverage is in full force and effect. The Tenant shall also carry insurance for the full 4LA515\146\1008785.v2 insurable value of the Tenant’s personal property located on the Leased Premises. The Tenant hereby waives and releases all claims, liabilities, and causes of action against the City and its officials, agents, employees, and contractors for loss or damage to, or destruction of the Tenant’s personal property located on the Leased Premises. 10.Indemnification. The Tenant shall hold the City harmless from and indemnify and defend the City against any claim or liability arising in any manner from the Tenant’s use, improvement, and occupancy of the Leased Premises, or relating to the death or bodily injury to any person or damage to or loss of any personal property present on or located upon the Leased Premises, including all persons upon the Leased Premises at the Tenant’s invitation or sufferance. All personal property and equipment kept, maintained, or stored on the Leased Premises shall be kept, maintained, or stored at the sole risk of the Tenant. The Tenant agrees to pay all sums of money in respect to any labor, service, materials, supplies, or equipment furnished or alleged to have been furnished to the Tenant in or about the Leased Premises and not furnished on order of the City. 11.Assignment and Sublease Prohibited. The Tenant shall not sublet any portion of the Leased Premises or transfer or assign this Lease. The City’s right to assign this Lease is and shall remain unqualified. 12.Surrender of Possession. Upon expiration or termination of this Lease, the Tenant shall peaceably surrender the Leased Premises and remove all debris, crops, and personal property from the Leased Premises. The Tenant shall be conclusively deemed to have abandoned any personal property and crops not removed prior to the effective date of the City’s termination of this Lease or the Tenant’s surrender of the Leased Premises. All debris, crops, and personal property may be removed and disposed of by the City. The Tenant shall be responsible for any removal and disposal costs. 13.Holding Over. If the Tenant remains in possession of the Leased Premises after the expiration or termination of this Lease, the Tenant shall be deemed to be occupying the Leased Premises as a tenant at sufferance, subject to all the conditions, provisions, and obligations of this Lease insofar as the same can be applicable to a tenancy at sufferance, including, but not limited to, the duty to pay rent. 14.Sale or Encumbrance of the Leased Premises. If the City sells or otherwise voluntarily conveys the Leased Premises during the term of this Lease, and the City does not terminate this Lease pursuant to the terms herein, this Lease shall be subject to the rights of the purchaser of the Leased Premises from the City and the Tenant shall attorn to the rights of the purchaser. 15.Tenant’s Default. A.Events of Default: The occurrence of any one or more of the following events shall constitute an Event of Default: (1)The Tenant’s failure to pay rent when due; 5LA515\146\1008785.v2 (2)The Tenant’s failure to maintain the insurance required pursuant to paragraph 9 above, which failure remains uncured for 15 days following the City’s written notice to the Tenant of the Tenant’s failure to perform such obligation; (3)The Tenant’s attempt to sublet any portion of the Leased Premises, or assign the Tenant’s interest under this Lease; (4)The Tenant’s failure to fully perform any of the Tenant’s obligations, other than the obligations referenced in subsections (1), (2) or (3) above, which failure remains uncured for 30 days following the City’s written notice to the Tenant of the Tenant’s failure to perform such obligation; or (5)The Tenant’s filing, or having filed against the Tenant, any bankruptcy or debtor proceedings or proceedings for the appointment of a receiver or trustee of all or any portion of the Leased Premises, or if the Tenant makes an assignment for the benefit of creditors. B.City’s Remedies: If an Event of Default occurs, the City shall have the following remedies; (1)The City may, but shall not be obligated to, and without notice to or demand upon the Tenant and without waiving or releasing the Tenant from any of the Tenant’s obligations under this Lease, pay or perform any obligations of the Tenant; pay any cost or expense to be paid by the Tenant; obtain any insurance coverage and pay premiums therefor; and make any other payment or perform any other act on the part of the Tenant to be made and performed as provided for in this Lease, in such manner and to such extent as the City may deem desirable, and in exercising any such right, may also pay all necessary and incidental costs and expenses, employ counsel and incur and pay attorneys’ fees. The Tenant shall pay costs to the City upon demand with interest at seven percent per annum. (2)The City may terminate this Lease by written notice to the Tenant in which case the Tenant shall vacate the Leased Premises in accordance with paragraph 12 of this Lease. Neither the passage of time after the occurrence of an Event of Default nor the City’s exercise of any other remedy with regard to such Event of Default shall limit the City’s right to terminate the Lease by written notice to the Tenant. (3)The City may, whether or not the City has elected to terminate this Lease, immediately commence summary proceedings in unlawful detainer to recover possession of the Leased Premises. In the event of the issuance of a writ of restitution in such proceeding, upon the City’s reentry upon and repossession of the Leased Premises, the City may remove the Tenant and 6LA515\146\1008785.v2 all other persons from the Leased Premises (subject to the Tenant’s right and responsibility to remove the Tenant’s personal property pursuant to paragraph 12 of this Lease). In the event the City reenters the Leased Premises pursuant to this paragraph and the Tenant fails to remove the Tenant’s personal property within the time period provided in paragraph 12, all items of personal property not removed by the Tenant within said period shall be deemed abandoned, and title thereto shall transfer to the City at the expiration of such period or, upon the Tenant’s vacation of the Leased Premises. These items may be disposed of by the City. The Tenant shall be responsible for any disposal costs. (4)In addition to all other remedies of the City, the City shall be entitled to reimbursement upon demand of all reasonable attorneys’ fees which it incurs in connection with any Event of Default. (5)The City may initiate legal proceedings to enforce the provisions of this Lease. No remedy provided for herein or elsewhere in this Lease or otherwise available to the City by law, statute, or equity, shall be exclusive of any other remedy, but all such remedies shall be cumulative and may be exercised from time to time and as often as the occasion may arise. 16.Loss and Damage. The Tenant assumes and bears the risk of all loss and damage to the Leased Premises from any and every cause whatsoever, whether or not insured, except in the case of gross negligence or intentional misconduct on the part of the City, its officials, employees, agents, or contractors. No loss or damage to the Leased Premises or any part thereof shall impair any obligation of the Tenant under this Lease and the Lease shall continue in full force and effect unless the Tenant is unable to use the Leased Premises for the purposes intended under this Lease. 17.Eminent Domain. If an eminent domain or condemnation proceeding is commenced with respect to the Leased Premises during the term of this Lease, the following provisions shall apply: A.If a public or private body with the power of eminent domain or condemnation (“Condemning Authority”) acquires all of the Leased Premises through the exercise of its power of eminent domain or condemnation or as a result of a sale in lieu thereof, this Lease shall cease and terminate as of the date the Condemning Authority acquires possession. B.If a Condemning Authority acquires only a part of the Leased Premises, and such acquisition materially affects the Leased Premises so as to render the Leased Premises unsuitable for the Tenant, in the absolute discretion of the Tenant, then this Lease shall cease and terminate as of the date the Condemning Authority acquires possession. 7LA515\146\1008785.v2 C.If a Condemning Authority acquires only a part of the Leased Premises and such acquisition does not render the Leased Premises unsuitable for the Tenant in the absolute discretion of the Tenant, this Lease shall continue in full force and effect. D.The City shall be entitled to the award paid in any condemnation acquisition under power of eminent domain or the proceeds of a sale in lieu thereof, and the Tenant shall not receive any portion of such award. E.Although all damages in the event of any condemnation shall belong to the City whether such damages are awarded as compensation for diminution in value of the leasehold or to the fee of the Leased Premises, the Tenant shall have the right to claim and recover from the Condemning Authority, but not from the City, such compensation as may be separately awarded or recoverable by the Tenant, in the Tenant’s own right on account of any and all damage to the Tenant by reason of the condemnation and for or on account of any cost or loss to the Tenant. 18.Limitation of Warranties and Liability. In no event shall the City be liable for special, incidental, or consequential damages, including but not limited to lost profits, lost business opportunity, or damages related to Tenant’s use or intended use of the Leased Premises. 19.Lease is Binding. This Lease shall be binding upon the parties hereto and their heirs, successors and assigns. 20.Notification. Notices related to this Lease shall be sent to the following addresses: A.As to the City:City of Lake Elmo 3880 Laverne Avenue N. Lake Elmo, MN 55042 Attn: City Administrator B.As to the Tenant:David See D/B/A David See Farms __________________ __________________ or to such other address as either party may notify the other of pursuant to this paragraph. 21.Entire Lease. It is understood that this Lease contains all agreements, promises, and understandings between the City and the Tenant regarding the subject matter hereof. This Lease supersedes any prior agreements between the parties regarding the subject matter hereof and any prior lease related to the Leased Premises. No modification to this Lease is binding unless made in writing and signed by the City and the Tenant. 22.Choice of Law. The laws of the State of Minnesota shall govern the validity, performance and enforcement of this Lease. 8LA515\146\1008785.v2 23.Waiver. No waiver of the City’s remedies upon the occurrence of an Event of Default shall be implied from any omission by the City to take any action on account of such Event of Default, and no express waiver shall affect any Event of Default other than the Event of Default specified in the express waiver and such an express waiver shall be effective only for the time and to the extent expressly stated. One or more waivers by the City shall not be construed as a waiver of a subsequent Event of Default. 24.Relationship of Landlord and Tenant. This Lease does not create the relationship of principal and agent, partnership, joint venture, or of any association between the City and the Tenant, the sole relationship between the parties hereto being that of landlord and tenant under this Lease. 25.City’s Disclaimer of Warranty. The City disclaims any warranty that the Leased Premises is suitable for the Tenant’s use. IN WITNESS WHEREOF, the parties have hereunto set their hands the day and year first above written. CITY OF LAKE ELMO By: Charles Cadenhead Its:Mayor By: Julie Johnson Its:City Clerk TENANT By: David See d/b/a David See Farms A-1LA515\146\1008785.v2 EXHIBIT A Legal Description of the Property Parcel 1 (Olson): That part of the west 1385.00 feet of the Southeast Quarter of Section 15, Township 29 North, Range 21 West, Washington County, Minnesota lying northerly of the north line of the Chicago Northwestern Railroad Company, formerly known as the St. Paul, Stillwater and Taylors Falls Railroad Company and lying easterly of the following described line: Commencing at the northwest corner of said Southeast Quarter of Section 15; thence easterly along the north line of said Southeast Quarter to the intersection with the east line of the west 237.15 feet of said Southeast Quarter, being the point of beginning of the line to be described; thence southerly along said east line to the intersection with the south line of the north 537.57 feet of said Southeast Quarter; thence easterly along said south line to the intersection with the east line of the west 455.00 feet of said Southeast quarter; thence southerly along said east line to the intersection with said north line of the Chicago Northwestern Railroad Company, formerly known as the St. Paul, Stillwater and Taylors Falls Railroad Company, and said described line there terminating. Parcel 2 (Jurek): That part of the Southeast Quarter of the Northeast Quarter of Section 15, Township 29 North, Range 21 West, Washington County, Minnesota which lies southerly of the North Three-quarters of said Southeast Quarter of the Northeast Quarter and which lies westerly of the East 87.00 feet thereof. Also, that part of the Southeast Quarter of said Section 15; lying northerly of the north line of Trunk Highway 5 as evidenced by the document recorded in Book 246 of Deeds, page 592; lying easterly of the West 1385.00 feet thereof; and lying westerly of the East 87.00 feet thereof. Also, that part of the Southeast Quarter of said Section 15, lying southerly of said north line of Trunk Highway 5 as evidenced by the document recorded in Book 246 of Deeds, page 592; lying northerly of the north line of the Chicago Northwestern Railroad, formerly known at the St. Paul, Stillwater and Taylors Falls Railroad; and lying easterly of the West 1385.00 feet thereof. Washington County PID 1502921410001 A-2LA515\146\1008785.v2 STAFF REPORT DATE: April 7, 2026 CONSENT TO: Mayor and Councilmembers FROM: Jennifer Doyle, Administrative Services Director & Dustin Kalis, Fire Chief AGENDA ITEM: Approve Fire Captain Job Description 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, council approved the addition of 3 Captain positions to the Fire Department. The attached job description was created to outline the duties and responsibilities of the position. ISSUE BEFORE COUNCIL: Should the Council approve the Fire Captain job description? PROPOSAL DETAILS/ANALYSIS: In order to move forward with the recruitment of the Captain positions, a complete job description needs to be approved by council. Once approved, the plan is to post the position no later than April 10thand to have the recruitment process finished and applicant approvals brought to council at the June 2nd meeting with a projected hire date of June 30th. FISCAL IMPACT: The positions are included in the 2026 budget. OPTIONS: Approve the Fire Captain job description as presented. Approve the Fire Captain job description with changes. Deny the approval of the Fire Captain job description. RECOMMENDATION: (if pulled from Consent) “Motion to approve the Fire Captain job description.” ATTACHMENTS: Fire Captain job description POSITION TITLE Fire Captain DEPARTMENT: Fire REPORTS TO: Assistant Fire Chief GRADE LEVEL: 7 FLSA STATUS: Full-Time, Non-Exempt SCHEDULE: This position is normally assigned to a 2,912 (annual) hour shift. Each shift is responsible for working seven inconsecutive days within a 21-day period. POSITION SUMMARY This position protects life and property by performing fire suppression, rescue and emergency medical services, hazardous materials incident mitigation, and fire prevention. This position provides leadership ensuring suppression, emergency medical services and specialized responses are conducted within the expectations of the Lake Elmo Fire Department. This position is primarily responsible for the following areas of impact: •The Captain maintains fire equipment, apparatus, and facilities, participates in training; and performs intermediate troubleshooting and analysis, makes recommendations, and keeps records as required. This position makes decisions that are non-routine but within established precedence of choices; troubleshooting is intermediate; and financial impacts are isolated and managed. •The Captain provides daily analytical and tactical support towards Fire Department operations and is responsible for a wide range of duties that need to be performed completely with attention to detail and in a timely fashion. •The Captain is responsible for providing work direction to firefighters and upholding fire department operating standards and procedures to ensure consistent and effective service is provided to the community. Work is performed under limited supervision. •The Captain supervises the members of their assigned shift, other shifts as necessary, and through the Chain of Command, a paid-on call Lieutenant and squad of paid on call Firefighters. ESSENTIAL DUTIES AND RESPONSIBILITIES Emergency Response / Essential Functions •Provides work direction and supervision to firefighters through training, open communication, coaching and mentorship to ensure that Fire Department Standard Operating Guidelines are followed. Ensures positive public relations are upheld and practiced by firefighters on and off scene during a scheduled shift. Directs firefighters on shifts to perform tasks and ensure that all details are completed for each duty day. •Perform firefighting activities including driving fire apparatus, operating pumps and related equipment, laying hose and performing fire suppression, containment, ventilation and extinguishing tasks. •Performs medical aid and rescue activities including administering first aid, operating EMS equipment such as monitor/defibrillator, portable suction units, etc., performing extrication and providing other assistance as required. •The Captain serves as the designated crew and/or shift leader (in absence of a Chief Officer). •Performs salvage operations including removing excess water, shoveling out debris, patching windows and holes, placing tarps and performing other cleanup tasks as directed. •Attends regular and assigned training, drills and meetings to maintain and upgrade skills including drills, demonstrations, and technique training. •Inform Command Staff of performance assessments and fire department updates observed on shift to Fire Captain Updated: April 2026 maintain effective communication of daily operations and needs. Identifies and responds to concerns surrounding firefighter performance expectations while on shift and involves Command Staff support. • Maintains consistent, efficient and positive communication. • Monitors, supports and coaches performance. Assists in developing and providing on shift training, station training, and department training opportunities that align with the goals of the Fire Department. • Supports emergency management and fire/life safety activities to include public education, pre-plans, inspections, and special events to support community risk reduction and firefighter safety. • Ensure effective and efficient operations. Completes projects and tasks to support the department. Performs timely and accurate readiness checks on apparatus and stations. • Participates in department events and activities. • Responds to emergency callbacks while off duty, when available and/or as instructed. Equipment/Maintenance • Inspects and maintains fire apparatus, equipment, station, and grounds, as directed, following departmental procedures. • Completes proper check lists, maintains up-to-date records, and reports damaged or improperly functioning equipment. Complete basic repairs and/or schedules repairs for fire department equipment and vehicles. • Maintains a clean and safe fire station for the Department. • Advanced knowledge and working order of fire apparatus, EMS equipment, fire rescue equipment and emergency response equipment. Other Duties • Supports fire prevention activities including public safety education, fire code and life safety code inspections, and pre-planning of buildings and businesses within the City. • Serves as a representative of the City, performing duties in a courteous and professional manner that conveys a positive image of city government and that fosters cooperation and support with peers, superiors, citizens and other agencies. • Performs the duties of instructor for both fire and EMS training. • Works for extended periods of time with people of diverse backgrounds in a manner that fosters teamwork, acceptance, and dignity of fellow employees. • Maintains work habits, personal manners, and personal appearance. • Effectively carry out the policies and goals of the Lake Elmo Fire Department. While these areas are the primary focus of the position, we believe strongly in teamwork and employees will be called upon to perform a variety of duties as a part of their role with the City. KNOWLEDGE, SKILLS AND ABILITIES • Ability to work independently and to complete projects and daily activities according to work schedule. • Possess knowledge of work hazards and safety regulations and precautions related to fire operations. Performs work utilizing best practices. • Ability to lift heavy objects, walk and stand for long periods of time, and to perform strenuous physical labor under adverse field conditions. • Ability to demonstrate leadership while also maintaining a working relationship with fellow employees, contractors, and the public. • Ability to use various office equipment and software programs including but not limited to: Microsoft Office suite, ImageTrend, Vector Solutions, and Tablet Command. • Conforms to the policies and procedures of the City, the Department, and applicable sections of city code and state and federal statutes. Fire Captain Updated: April 2026 • Must be capable of working independently and coordinating projects, deadlines, and working well with diverse groups. • Able to manage multiple tasks including ability to plan, prioritize, delegate and direct duties of paid-on-call Lieutenants and firefighters. • Has excellent organizational, technology, and customer service skills. Can manage multiple and changing priorities. • Excellent written and oral communication skills including highly developed interpersonal and communication skills. Must be able to speak in public as needed. • Develops and maintains good working relationships internally and externally. • Ability and desire to project a professional and positive image through knowledge of job, attitude, and accurate and timely completion of work. • Ability to establish and maintain effective working relationships with staff, and others, and work with the public in a positive manner. • Maintains continuous contact with the public and community utilizing tact, courtesy, confidentiality, and good judgment. Exercise strong discretion and independent judgment. • Considerable knowledge of public relations and conflict resolution techniques. • Knowledge of the principles of Fire techniques and building and fire codes. • Proficiency in preparing functional presentations using various methods and media. • Ability to maintain fit testing annually for use of respirator and N95 masks. • Commitment to exceptional customer service and a positive attitude. • Demonstrates a team player approach and a high level of professionalism in assisting staff. • Demonstrates initiative in process improvement opportunities. • Ability to perform successfully with minimal supervision. • Ability to maintain adequate and positive working relationships with staff and the public. MINIMUM QUALIFICATIONS • Possess and maintains a valid Minnesota driver's license or equivalent out-of-state license • Education: High school diploma or GED • Experience: Three (3) years of experience as a firefighter or higher rank in a combination or full-time fire department. • Experience with computers and a variety of office software, including Microsoft Office Suite, ImageTrend, Vector Scheduling, Vector Training, and Tablet Command. LICENSES/CERTIFICATION • Licensed by the State of Minnesota as a firefighter, or the ability obtain licensing at the time of appointment. • Certified by the NREMT as an Emergency Medical Technician (EMT). • Fire Apparatus Operator – Pumper • Fire Instructor I • Fire Officer I • First Responder Inspector or obtain within 12 months of hire. • Blue Card (Local Hazard Zone Management) or obtain within 18 months of hire. DESIRED QUALIFICATIONS • Three (3) years of full-time experience as a Lieutenant or higher rank in a combination or full-time fire department. • Line officer supervisory experience. • Associate degree and/or bachelor’s degree in Fire Science or related field of study. • Fire Apparatus Operator – Aerial and Mobile Water Supply • Respond within 20 minutes of the Lake Elmo Fire Station (3880 Laverne Avenue North, Lake Elmo, MN Fire Captain Updated: April 2026 55042) Or such alternatives to the above qualifications as the City may find appropriate and acceptable. COMPETENCIES COMMON TO ALL CITY POSITIONS • Develop and maintain a thorough working knowledge of and compliance with all departmental and applicable city policies and procedures. • Demonstrate by personal example the spirit of service, excellence, and integrity expected from all staff. • Develop respectful and cooperative working relationships with co-workers, including willing assistance to newer staff to perform job responsibilities confidently and quickly. • Confer regularly with and keep your immediate supervisor informed of all critical matters about the applicable job functions and responsibilities. • Represent the City of Lake Elmo professionally to the public, outside contacts, and constituencies. PHYSICAL AND MENTAL REQUIREMENTS This is medium work requiring the exertion of 50 pounds of force occasionally, up to 20 pounds of force frequently, and up to 10 pounds of force constantly to move objects. However, during emergency operations, the position becomes significantly more grueling, requiring the ability to meet the medical standards outlined in NFPA 1582 and the qualifications of NFPA 1001. The Captain must be capable of making rapid transitions from a state of rest to near-maximal physical exertion without a warm-up period. This includes performing firefighting tasks while wearing personal protective equipment weighing approximately 65 pounds and operating positive pressure breathing equipment (SCBA). The role demands sustained physical activity over long periods, requiring the use of both manual and power tools in environments characterized by poor visibility and limited mobility. MENTAL AND SENSORY DEMANDS Beyond physical stamina, the position requires intense concentration and the ability to perform complex tasks during life-threatening emergencies. The Captain must make critical, life-or-death decisions for both employees and civilians under high-stress conditions with limited information. This requires a high degree of emotional resilience, as the employee will be exposed to grotesque sights and smells associated with major trauma and burn victims. Throughout the duration of an operation, the Captain must rely on the senses of sight, hearing, smell, and touch to determine the nature of emergencies, maintain personal safety, and lead others through confused and chaotic environments. NOTE OF SCOPE The duties listed above are intended only as illustrations of the various types of work that may be performed. The omission of specific statements of duties does not exclude them from the position if the work is similar, related, or a logical assignment to the rank of Captain. Duties, responsibilities and activities may change at any time with or without notice. WORKING CONDITIONS The work environment characteristics described here are representative of those an employee encounters while performing the essential functions of this job. The Captain is responsible for diverse matters involving fire, hazardous materials, and other emergencies, many of which involve stressful deadlines and require significant attention to detail. Frequently, work is performed under high pressure where precision is paramount. The Captain regularly operates in outdoor weather conditions, navigating wet, icy, or muddy areas and uneven terrain. The nature of the role requires working on slippery or hazardous surfaces—such as rooftops or ladders—and within high, precarious places or confined spaces. While on duty, the employee is frequently exposed to multiple disagreeable and dangerous elements, including smoke, vibrations, and noise levels exceeding 80 decibels. Potential hazards include exposure to carcinogenic dusts, toxic substances (such as hydrogen cyanide and carbon monoxide), corrosives, and organic solvents. Furthermore, the Captain may encounter infectious biological agents, including Hepatitis B, HIV, and COVID, as Fire Captain Updated: April 2026 well as risks involving electrical shock, radiant energy, and explosives. **The physical demands and work environment characteristics described here represent those an employee encounters while performing essential functions of this job. Reasonable accommodations can be made to enable individuals with disabilities to perform basic functions. The above statements are intended to describe the general nature and level of work being performed by individuals employed in this job. They are not intended to be an exhaustive list of all duties and qualifications required of personnel in this job. The employer reserves its right to change the job description and establish, modify or eliminate job duties and responsibilities and jobs at its discretion with or without notice. ACKNOWLEDGEMENTS I acknowledge reviewing this job description. ___________________________________ _____________________________________ _______________ Employee Name (Print) Employee Signature Date ___________________________________ _____________________________________ _______________ Supervisor Name (Print) Supervisor Signature Date STAFF REPORT DATE: April 7, 2026 CONSENT TO: Mayor and Councilmembers FROM: Jennifer Doyle, Administrative Services Director AGENDA ITEM: Approve Special Projects Manager Employment Agreement CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☒ Responsive, transparent, adaptive governance ☐ Managed Growth ☒ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☐ Resilient Infrastructure BACKGROUND: After the Interim City Administrator role was no longer needed upon the hire of the City Administrator, the City wanted that staff member to remain on staff to assist with the transition of the new City Administrator and with special projects under his area of water expertise. An employment agreement was signed outlining the terms in May of 2024. ISSUE BEFORE COUNCIL: Should the Council approve the update Special Project Manager employment agreement? PROPOSAL DETAILS/ANALYSIS: The original intention of the employment agreement was to cover an approximate timeframe of four months. However, the need for water expertise has continued with the City’s participation in the White Bear Lake Comprehensive Work Group, and the staff member has remained employed under the original agreement’s terms for almost two years. The attached employment agreement was reviewed and updated with recommendations by staff and the City Attorney. FISCAL IMPACT: This position is in the 2026 budget with the original hourly wage. There is an approximate $4,000 impact to the 2026 budget under the terms in the updated agreement. OPTIONS: Approve the employment agreement for the Special Projects Manager. Deny the employment agreement for the Special Projects Manager. RECOMMENDATION: (if pulled from Consent) “Motion to approve the Special Projects Manager employment agreement.” ATTACHMENTS: Special Projects Manager Employment Agreement 1 LA515\1\919211.v3 SPECIAL PROJECTS MANAGER EMPLOYMENT AGREEMENT THIS AGREEMENT is made this 7th day of April, 2026 by and between the CITY OF LAKE ELMO, a Minnesota municipal corporation (“Employer”) and Clark Schroeder (“Employee”). The parties agree as follows: 1. POSITION. Employer agrees to employ Employee as its Special Projects Manager. Employee agrees to serve as Special Projects Manager in accordance with state statutes and City ordinances and to perform such other legally permissible and proper duties and functions as the City Council and the City Administrator shall from time-to-time assign. This position is classified as part-time. 2. TERM. Employee is retained as the City’s Special Projects Manager. Employee shall serve at the will of the City Administrator. At the recommendation of the City Administrator, the City Council may terminate the Employee with or without cause at any time by giving 10 business days’ notice to the Employee. Employee may terminate his employment at any time with 10 business days’ notice to the Employer. 3. PENSION PLAN. Employer shall contribute to PERA as required by State law. 4. SALARY. Effective April 1, 2026, during the period of time that Employee is serving as the Special Projects Manager, the Employees shall be paid $85.00 per hour, subject to withholding required by State and Federal law for taxes, FICA, Medicare, and PERA. Effective January 1, 2027, the Employee’s hourly rate shall be adjusted to the same percentage that is received by other City employees for cost of living adjustment. 5. HEALTH AND WELFARE BENEFITS. Employee shall receive benefits of the same type and kind offered routinely to other part-time City employees. 6. PAID TIME OFF. Employee will earn one (1) hour of Earned Sick and Safe Time 2 LA515\1\919211.v3 (ESST) for every thirty (30) hours worked with a maximum accrual of forty-eight (48) hours in each calendar year. Use of ESST is outlined in policy #230 EARNED SICK AND SAFE TIME in the Personnel Policies. Any accrued ESST not used by December 31st of each year, will be paid out annually. Any unused accrued ESST will not be paid out at time of termination. The Employee understands that he will not be earning any Vacation paid time off. Any time off taken by the Employee that does not qualify under the provisions of ESST will be without pay. 7. AUTOMOBILE. Employee shall be reimbursed on a per mile basis at the IRS allowed deduction rate for the use of his personal automobile for Employer business. 8. GENERAL EXPENSES. Employer shall reimburse Employee for miscellaneous job-related expenses which it is anticipated Employee will incur from time to time when provided with appropriate documentation. 9. HOURS OF WORK. During the time serving as the Special Projects Manager, Employee will work an average of 10 hours per week. 10. INDEMNIFICATION. Employer shall defend and indemnify Employee to the extent required by Minn. Stat. § 466.07 and § 465.76. 11. MISCELLANEOUS PROVISIONS. This Agreement shall supersede any previous agreements and oral understandings between the parties and may not be amended except in writing, signed by both parties. In the event of any conflict between this Agreement and the Personnel Policy, this Agreement shall take precedence. IN WITNESS WHEREOF, Employer has caused this Agreement to be signed and executed on its behalf by its Mayor and City Clerk, and Employee has signed this Agreement, in duplicate, the day and year first written above. LA515\1\919211.v3 3 EMPLOYER: CITY OF LAKE ELMO Dated: By: Charles Cadenhead Its: Mayor Dated: By: Julie Johnson Its: City Clerk EMPLOYEE: Dated: By: ______________________________ Clark Schroeder 1 LA515\1\919211.v3 SPECIAL PROJECTS MANAGER EMPLOYMENT AGREEMENT THIS AGREEMENT is made this1st day of May, 2026 by and between the CITY OF LAKE ELMO, a Minnesota municipal corporation (“Employer”) and Clark Schroeder (“Employee”). The parties agree as follows: 1. POSITION. Employer agrees to employ Employee as its Special Projects Manager. Employee agrees to serve as Special Projects Manager in accordance with state statutes and City ordinances and to perform such other legally permissible and proper duties and functions as the City Council and the City Administrator shall from time-to-time assign. This position is classified as part-time. 2. TERM. Employee is retained as the City’s Special Projects Manager. Employee shall serve at the will of the City Council. The City Council may terminate the Employee with or without cause at any time by giving 10 business days’ notice to the Employee. Employee may terminate his employment at any time with 10 business days’ notice to the Employer. 3. PENSION PLAN. Employer shall contribute to PERA as required by State law. 4. SALARY. Effective April 1, 2026, during the period of time that Employee is serving as the Special Projects Manager, the Employees shall be paid $85.00 per hour, subject to withholding required by State and Federal law for taxes, FICA, Medicare, and PERA. Effective January 1, 2027, the Employee’s hourly rate shall be adjusted to the same percentage that is received by other City employees for cost of living adjustment. 5. HEALTH AND WELFARE BENEFITS. Employee shall receive benefits of the same type and kind offered routinely to other part-time City employees. 6. PAID TIME OFF. Employee will earn one (1) hour of Earned Sick and Safe Time (ESST) for every thirty (30) hours worked with a maximum accrual of forty-eight (48) hours in 2 LA515\1\919211.v3 each calendar year. Use of ESST is outlined in policy #230 EARNED SICK AND SAFE TIME in the Personnel Policies. Any accrued ESST not used by December 31st of each year, will be paid out annually. Any unused accrued ESST will not be paid out at time of termination. The Employee understands that he will not be earning any Vacation paid time off. Any time off taken by the Employee that does not qualify under the provisions of ESST will be without pay. 7. AUTOMOBILE. Employee shall be reimbursed on a per mile basis at the IRS allowed deduction rate for the use of his personal automobile for Employer business. 8. GENERAL EXPENSES. Employer shall reimburse Employee for miscellaneous job-related expenses which it is anticipated Employee will incur from time to time when provided with appropriate documentation. 9. HOURS OF WORK. During the time serving as the Special Projects Manager, Employee will work an average of 10 hours per week. 10. INDEMNIFICATION. Employer shall defend and indemnify Employee to the extent required by Minn. Stat. § 466.07 and § 465.76. 11. MISCELLANEOUS PROVISIONS. This Agreement shall supersede any previous agreements and oral understandings between the parties and may not be amended except in writing, signed by both parties. In the event of any conflict between this Agreement and the Personnel Policy, this Agreement shall take precedence. IN WITNESS WHEREOF, Employer has caused this Agreement to be signed and executed on its behalf by its Mayor and City Clerk, and Employee has signed this Agreement, in duplicate, the day and year first written above. LA515\1\919211.v3 3 EMPLOYER: CITY OF LAKE ELMO Dated: By: Charles Cadenhead Its: Mayor Dated: By: Julie Johnson Its: City Clerk EMPLOYEE: Dated: By: ______________________________ Clark Schroeder STAFF REPORT DATE: April 7th , 2026 CONSENT TO: Mayor and Councilmembers FROM: Adam Swanepoel – Assistant Public Works Director AGENDA ITEM: Lawn Mowing Contract 2026-2028 CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☒ Responsive, transparent, adaptive governance ☐ Managed Growth ☐ Efficient, reliable, innovative services ☒ Balanced Finances now and future ☐ Resilient Infrastructure BACKGROUND: Since 2018, the City has outsourced mowing services for municipally owned properties. The City’s mowing contract includes weekly mowing and trimming of approximately 70 acres. Each year the mowing season, typically runs from April 15 through October 15. These services encompass a variety of areas, including city parks, auxiliary yards adjoining municipal buildings, gateway signs, well houses, lift stations, and roadway boulevards. Continuing this approach enables Public Works staff to focus on other areas of expertise as the City continues to grow. Contracting out lawn care services will result in a higher quality level of maintenance for the City’s parks and facilities, without the need for full-time personnel dedicated to daily mowing or the additional costs associated with equipment acquisition, fuel, and maintenance. ISSUE BEFORE COUNCIL: Would the City like to contract out the mowing services to Pioneer Landscaping LLC? PROPOSAL DETAILS/ANALYSIS: The city submitted an RFP for mowing service in March of 2026 and received 8 bids. The scope of work included providing labor, equipment and affiliated material for lawn maintenance to 47 city owned properties (approximately 26 weeks) for the 2026-2028 growing seasons. The city’s previous contract was Duddeck’s Property Maintenance who provided service to the city from 2022- 2025. The contract in 2022 cost approximately $4722.48 per week. Each year the city saw an increase in city property, including parcels and additional acres. Rates for additional acres during the contact are calculated down to the acre based off the contractors initial bid on the contract. Since 2022 we have seen an increase in approximately 10 acres of city property. Contractor Weekly Mowing/Trimming Est. Annual Cost Torre Pines $9025 $234,650 Valdes $6226 $161,876 Willow River $5,700 $148,200 Duddeck’s Prop Maint $5,537.9 $143,985.4 HCS $4,900 $127,400 Executive Outdoor Services $4,440 $115,440 SOTA $4,000 $104,000 Pioneer Landscaping LLC $3,250 $84,500 FISCAL IMPACT: With an estimated annual cost of $84,500 for contracted mowing services (down from the previous contract of $122,784) based on weekly service from mid-April through mid-October for approximately 70 acres—the City is able to avoid significant expenses associated with equipment acquisition, fuel, and ongoing maintenance. Additionally, contracting these services reduces the need for both full-time and seasonal staff to perform routine mowing and trimming across city-owned properties. This approach allows existing personnel to be reassigned to higher-priority or specialized Public Works functions while maintaining a consistent and high- quality level of service. OPTIONS: 1.Award the Bid for 2026-2028 Lawn Mowing Services to Pioneer Landscaping LLC. 2.Deny the 2026-2028 Lawn Mowing Services and conduct a new proposal. 3.Table the Lawn Mowing Services Contract RECOMMENDATION: (if pulled from Consent) “Motion to award the bid for 2026-2028 Lawn Mowing Services to Pioneer Landscaping LLC and authorize City Clerk and Mayor to sign contract.” ATTACHMENTS: 2026-2028 – RFP Copies of Lawn Mowing Proposals Mowing Contract Request for Proposal Lawn Mowing Services for City Properties for the 2026-2028 Growing Season The City of Lake Elmo Public Works Department is accepting proposals from qualified individuals or firms to provide lawn maintenance at 47 city owned properties for the 2026-2028 growing season. The scope of work includes providing labor, equipment and affiliated material for lawn maintenance to properties owned and maintained by the City of Lake Elmo. The City requires weekly mowing and trimming of approximately 70 acres from approximately April 15 through October 15 of each mowing year of the contract. Areas include; city parks, auxiliary yards adjoining buildings, gateway signs, well houses, lift stations and roadway boulevards. To request a mowing map, acreage list or to ask questions contact Assistant Public Works Director Adam Swanepoel, Aswanepoel@lakeelmo.gov 651-747-3904 Respondents agree that there will not be discrimination as to race, sex, religion, color, age, creed or national origin in regard to obligations, work and service performed under those terms of any contract ensuing from this RFP. Respondents agree to provide the City with a Certificate of Insurance with no less than $1,000,000 of liability coverage at the time of bid submittal. Proposals will be due no later than March 20th at 1:00 p.m. and must be delivered/mailed to the Lake Elmo City Hall at 3800 Laverne Avenue North, Lake Elmo, MN 55042. Scope of Proposal The proposer shall be held to have examined the 47 premises and site and specifications and to have satisfied themselves as to the condition of the premises, obstructions, the actual levels and other factors necessary for carrying out the work before the delivery of their proposal. The proposer shall also acquaint themselves with the character and extent of the Owner’s operations in the area of the work, so that they may plan their services accordingly. No allowances or extra payment will be made to a Contractor for or on account of costs or expenses occasioned by failure to comply with the provisions of this paragraph or by reason of error or oversight on the part of the proposer or on account of interference by the Owner’s or other Contractor’s activities. It shall be expressly understood that the Owner’s operations will take precedence over any other activity. Mowing Services Mowing services shall be performed at times mutually agreed upon between Owner and Contractor. Contractor shall be responsible for complying with all local ordinance regarding working times. Contractor assumes all liability for complying with local ordinances. Any changes to the established schedule must have prior approval of the Owner and scheduled at the least disruptive time possible. All mowing shall be performed on same day at each site. The Contractor agrees that once mowing has begun on any date, mowing will be completed within twenty-four (24) hours, unless unusual weather prevents compliance. All litter such as paper, bags, cans, bottles, branches, etc. must be picked up and disposed of prior to mowing. Mowing frequency shall be such that the grass cutting or clippings are not sufficient quantity to detract from the overall site appearance. If the time between cuttings must be extended for any reason, thereby causing an excessive amount of clippings on the lawn, the clippings shall be eliminated by whatever means are available to the Contractor and at no expense to the Owner. Mowing shall be coordinated to prevent the depositing of mowing debris into planters or flower beds. Any clippings or debris blown into these areas shall be removed immediately. All non-turf areas such as sidewalks, patios, entrances, planters, etc. shall be free of clippings and cutting debris by means of blowers, sweepers or other equipment. Workmanship Performance will be evaluated based upon the expectation of a neat, professional looking appearance of the grounds. Where, not more specifically described in any of the various sections of these specifications, workmanship shall conform to all the methods and operations of best standards and accepted practices of the trade or trades involved and shall include all items required for completion of the services. Personnel skilled in their respective lines of work shall execute all work. The Owner may request a meeting with the Contractor at any time for the purpose of evaluating the Contractor’s performance. Item not completed to the satisfaction of the Owner will be corrected by the Contractor within a mutually agreed upon timeframe. Failure by the Contractor to remedy concerns of the Owner may result in the termination of this contract. Trimming Trimming shall be done simultaneously with the mowing operation. Trimming (including ditches) is to be completed each time a site is mowed. Trimming shall be done in all areas that are inaccessible to mowing equipment. This includes fence lines, ditches, back stops, play areas, playground equipment, under fixed bleachers, next to buildings where established plantings are not present and around all other obstacles to provide a neat and even appearance to the entire site. Care shall be used when trimming around trees and wooden posts to prevent damage to these items. Attachments Weekly/city mowed property with acreage list Lake Elmo City map 1 LA515\1\1077755.v2 AGREEMENT FOR LAWN MOWING SERVICES PERFORMED BY INDEPENDENT CONTRACTOR THIS AGREEMENT is made on the 30th day of March, 2026, between the City of Lake Elmo (“City”), a Minnesota municipal corporation, whose business address is 3880 Laverne Avenue North Suite 100, Lake Elmo, MN 55042, and Pioneer Landscaping LLC, a LLC whose business address is 6303 Osgood Ave N. STE103 #2, Stillwater MN, 55082(“Contractor”). THE CITY AND CONTRACTOR AGREE AS FOLLOWS: 1. Independent Contractor. The City hereby retains the Contractor as an independent contractor upon the terms and conditions set forth in this Agreement. The Contractor is an independent contractor and not an employee of the City. The Contractor shall be responsible for selecting the means and methods of performing the work. The Contractor shall furnish any and all supplies, tools, equipment, materials and incidentals necessary for the Contractor’s performance under this Agreement at his/her/its own expense. The City and the Contractor agree that the Contractor shall not at any time or in any manner represent that the Contractor or any of the Contractor’s agents or employees are in any manner agents or employees of the City. The Contractor shall be exclusively responsible under this Agreement for the Contractor’s own FICA payments, workers’ compensation insurance, unemployment compensation insurance, withholding amounts, or self-employment taxes if any such payments, amounts, or taxes are required to be paid by law or regulation. 2. Contractor’s Services. The Contractor agrees to provide lawn mowing services for the City as described in the proposal/bid/scope of services which is attached to and made a part of this Agreement as Exhibit A. Due to weather conditions and the rate of grass growth, the City reserves the right to adjust the amount of frequency that the Contractor will be asked to mow certain properties within the City. In the event that the City requests that a property not be mowed by the Contractor, the City will not be obligated to pay the Contractor if the property is not mowed. The Contractor may be requested by the City to mow additional properties/areas of properties during midseason at the rates set forth in Exhibit A. 3. Compensation for Services. The City agrees to pay the Contractor for the services performed in accordance with the pricing contained in Exhibit A. The Contractor shall submit to the City, on a monthly basis, itemized bills for the services performed under this Agreement. The Contractor will be paid by the City only for actual mowing services performed. Bills submitted shall be paid in the same manner as other claims made to the City. 4. Term. Unless otherwise extended or terminated in accordance with this Agreement, the term of this Agreement shall be for the 2026, 2027, and 2028 growing seasons, which shall be determined by and in the sole discretion of the City’s Public Works Director or Assistant Director, commencing on the date first written above. The parties may agree to extend the term of this Agreement. Said extension shall be in writing. Either party may, without cause, terminate this Agreement by thirty days’ written notice delivered to the other party at the address written above. The City may also immediately terminate this Agreement upon written notice to the Contractor if the City, in its sole discretion, determines that the Contractor 2 LA515\1\1077755.v2 has failed to perform the services required herein in a timely or satisfactory manner. After termination, the City shall have no further obligation to the Contractor except to compensate the Contractor for services performed prior to the date of the notice of termination. 5. Subcontractors. The Contractor shall not enter into subcontracts for services provided under this Agreement without the express written consent of the City. 6. Compliance with Laws and Regulations. In providing the services hereunder, the Contractor must abide by all applicable statutes, ordinances, rules, and regulations. All services provided by the Contractor shall be performed by properly licensed personnel and shall be performed in accordance with OSHA safety standards for traffic control and personal protective equipment. Any violation of this section will constitute a material breach of this Agreement and entitle the City to immediately terminate this Agreement. 7. Equal Opportunity. During the performance of this Agreement, the Contractor must not discriminate against any employee or applicant for employment because of race, color, creed, religion, national origin, sex, marital status, status with regard to public assistance, disability, or age. Violation of any part of this provision shall entitle the City to immediately terminate this Agreement. 8. Assignment. Neither party shall assign this Agreement, or any interest arising herein, without the written consent of the other party. 9. Indemnification. The Contractor agrees to defend, indemnify and hold the City, its officials, employees, agents and contractors harmless from any liability, claims, damages, costs, judgments, or expenses, including reasonable attorney’s fees, resulting directly or indirectly from an act or omission (including without limitation professional errors or omissions) of the Contractor, its agents, or employees in the performance of the services provided by this Agreement and against all losses by reason of the failure of the Contractor fully to perform, in any respect, all obligations under this Agreement. 10. Records Access. The Contractor must allow the City, or its duly authorized agents, and the state auditor or legislative auditor reasonable access to the Contractor’s books, records, documents, and accounting procedures and practices that are pertinent to all services provided under this Agreement for a minimum of six years from the termination of this Agreement. 11. Insurance. During the term of this Agreement, the Contractor must maintain workers’ compensation insurance (to the extent required by law) and commercial general liability insurance for both bodily injury and property damage with a per occurrence limit of no less than $1,000,000 for each. The Contractor shall execute the workers’ compensation insurance form attached hereto prior to commencing work under this Agreement. The Contractor shall also provide the City with a current certificate of general liability insurance for the coverage referenced above prior to performing any of the services hereunder. Such certificate of liability insurance shall list the City as an additional insured and contain a 3 LA515\1\1077755.v2 statement that such policies of insurance shall not be canceled or amended unless 10 days’ written notice is provided to the City. 12. Data Privacy. This contract is governed by Minnesota Statutes Section 13.05, subdivisions 6 and 11, the provisions of which are incorporated by reference into this contract. The City agrees to give the Contractor access to data collected or maintained by the City as necessary to perform the Contractor’s obligations under this Agreement. The Contractor agrees to maintain all data created, collected, received, stored, used, maintained or disseminated by the Contractor consistent with the requirements of the Minnesota Government Data Practices Act, Minnesota Statutes Sections 13.02, et seq. (the “Act”). The Contractor will not release or disclose the contents of data classified as not public to any person except at the written direction of the City. The Contractor agrees to defend and indemnify the City from any claim, liability, damage or loss asserted against the City as a result of the Contractor’s failure to comply with the requirements of this paragraph; provided that the Contractor shall have no duty to defend or indemnify where the Contractor has acted in conformance with the City’s written directions. 13. Governing Law. The laws of the State of Minnesota shall control this Agreement. 14. Severability. The provisions of this Agreement are severable. If any portion of this Agreement is, for any reason, held by a court of competent jurisdiction to be contrary to law, such decision will not affect the remaining provisions of the Agreement. 15. Entire Agreement; Amendments. This Agreement constitutes the entire Agreement between the parties, and no other agreement prior to or contemporaneous with this Agreement shall be effective, except as expressly set forth or incorporated herein. Any purported amendment to this Agreement is not effective unless it is in writing and executed by both parties. 16. No Waiver by the City. By entering into this Agreement, the City does not waive its entitlement to any immunities under statute or common law. [signature page to follow] 4 LA515\1\1077755.v2 IN WITNESS WHEREOF, the parties have executed this Agreement on the date and year written above. CONTRACTOR By: Joshua Yocum Its: Owner / CEO CITY OF LAKE ELMO By: _________________________________ Charles Cadenhead Its: Mayor By: _________________________________ Julie Johnson Its: City Clerk 5 LA515\1\1077755.v2 PROOF OF WORKERS’ COMPENSATION INSURANCE COVERAGE Minnesota Statutes Section 176.182 requires every governmental subdivision entering into a contract for doing any public work to obtain acceptable evidence of compliance with the workers’ compensation insurance coverage requirement of Minnesota Statutes Section 176.181, subdivision 2. This information will be furnished, upon request, to the Department of Labor and Industry to check for compliance with Minnesota Statutes Section 176.181, subdivision 2. This information is required by law, and a contract for the doing of any public work may not be entered into if it is not provided or is falsely reported. Furthermore, if this information is not provided or is falsely reported, it may result in a penalty assessed against your business by the Commissioner of the Department of Labor and Industry. Provide the information specified above in the spaces provided, or certify the precise reason your business is excluded from compliance with the insurance coverage requirement for workers’ compensation. INSURANCE COMPANY NAME: Roberston Ryan (NOT the insurance agent) POLICY NO. OR SELF-INSURANCE PERMIT NO.: _______________________________ DATES OF COVERAGE: 1/23/26-1/23/27 - OR – I am not required to have workers’ compensation liability coverage because: □ I have no employees covered by the law. Policy numbers below 6 LA515\1\1077755.v2 □ Other (specify): ________________________________________________ _____________________________________________________________ I HAVE READ AND UNDERSTAND MY RIGHTS AND OBLIGATIONS WITH REGARD TO PUBLIC CONTRACTS AND WORKERS’ COMPENSATION COVERAGE, AND I CERTIFY THAT THE INFORMATION PROVIDED IS TRUE AND CORRECT. Joshua Yocum (Signature) STAFF REPORT DATE: April 7th , 2026 CONSENT TO: Mayor and Councilmembers FROM: Adam Swnanepoel – Assistant Public Works Director AGENDA ITEM: Public Works Purchase 2026 Utility Pickup 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 Public Works Department is adding a pickup to the public works fleet to assist with projects related to the water, sewer, and storm water divisions. The vehicle will be used for daily operations, maintenance activities, and response to service requests throughout the community. This new addition is expected to meet the Council’s 10-year vehicle replacement cycle. The pickup will be appropriately equipped to transport tools and equipment, while allowing staff to work efficiently and respond promptly to routine maintenance and community needs. This purchase supports continued service delivery, operational efficiency, and responsible long-term fleet management ISSUE BEFORE COUNCIL: Should the Council approve the purchase of a 2026 Ford F250 pickup truck with service body as outlined in the Capital Improvement Plan? PROPOSAL DETAILS/ANALYSIS: This vehicle is an addition to the existing fleet of vehicles within Public Works and will be equipped to serve all residences within the community. It will enhance daily operations by offering improved organization and secure storage of tools and equipment, reducing retrieval time and increasing staff efficiency in the field. In addition, proceeding with this purchase will support the City’s ability to provide consistent and reliable water and sewer services to the community. Additionally, the new vehicle will improve overall reliability, helping to minimize potential service disruptions and reduce maintenance costs associated with aging equipment. Overall, this investment strengthens employee safety, operational readiness, and the City’s capacity to respond effectively to both routine maintenance needs and emergency repairs. City staff did look at the options of leasing this vehicle. The cost of leasing a custom-built vehicle increases the price significantly, resulting in a higher overall purchase price compared to standard units. In addition, higher interest rates currently make leasing less cost-effective, increasing the total financing expense over the term of the lease. Staff doesn’t suggest pursuing a lease for a custom-built truck for the City at this time. Reviewing this option for a standard piece of equipment or vehicle in the future may be more cost-effective. A normal purchase of this custom vehicle better aligns with the City’s goal of maintaining fiscal responsibility while still meeting operational needs. FISCAL IMPACT: Purchase of this vehicle outfitted with service body, warning lights, decals and assortment of small tools will be funded through the vehicle fund as identified in the proposed 2026 CIP. The current CIP has $68,500 allotted for this purchase. OPTIONS: 1)Approve the purchase of the Ford F250 and service body as outlined 2)Amend and approve purchase of F250 RECOMMENDATION: (if pulled from Consent) “Motion to approve the purchase of a Ford F250 Pickup Truck and service body as outlined at a cost not to exceed $68,500.” ATTACHMENTS: Ford F250 quote (Midway Ford state contract pricing) Crysteel Truck & Equipment (Service body state contract pricing) EATI (Warning lights quote) Decals and Small tools Midway Ford Commercial Travis Swanson Fleet and Government Sales 651-343-5212 2777 N. Snelling Ave. tswanson@rosevillemidwayford.com Roseville MN 55113 Fax # 651-604-2936 MF 22 Standard Automatic Transmission 40/20/40 Vinyl Front Seat Front Tow Hooks Dual Front Air Bags Standard Base Upholstery Rubber Floor Covering AM/FM Radio 4-Wheel ABS Brakes Black Bumpers w/Rear Step Tow Hitch Air Conditioning Matching Full Size Spare Tire Tilt Wheel LT245/75r17 E All Season Tires 6.8L V8 Sync Shift on Fly 4x4 Rear View Camera Power Windows Power Locks Options Code Price Select Exterior Colors Code Select Box Delete 66D ($569)x Argon Blue Metallic E9 410 Amp Alternators 67B $195 x Race Red PQ Dual batteries 68M $191 x Agate Black UM Running Boards 18B $291 x Carbonized Gray Metallic M7 4.30 E-Locker X4M $392 x Avalanche DR Upfitter Switches 66S $228 x Oxford White Z1 x Extended Service Contracts Cost Select 7 year/75,000 mile $2,970 PremiumCare Warranty Snow Plow Prep Charge $795 Diesel Upcharge $1,295 Option Total $728 You must have a active FIN code to participate in this Base Price Totals purchase contract : FIN code # $41,927.84 Purchase Order required prior to order placement Options Price Totals $728.00 Extended Warranty PO # Transit Impr Excise Tax $20.00 Tax Exempt Lic $63.25 6.875% Sales Tax $2,932.59 Name of Organization Document fee $350.00 Sub total per vehicle $46,021.68 Number of Vehicles 1 Address Grand Total for all units $46,021.68 City, State, Zip Acceptance Signature Contact Person/ Phone # Print Name and Title Date Contact's e-mail address and fax # 2026 F250 4X4- Regular Cab- 8' Box 1130 73rd Avenue NE Fridley, MN 55432 (763) 571-1902 1-800-795-1902 Fax # (763) 571-5091 www.crysteeltruck.com Date:1/14/2026 Reference: Company:City of Lake Elmo Address: Contact:Adam Swanepoel Phone# 651-747-3946 City: Aswanepoel@lakeelmo.gov State: Chassis Estimated Delivery Ford CA or CT 2026 Transmission F250, Take-off 8' Box Cab Color QTY Price Each Extended 1 NCI $11,094.00 $11,094.00 Highway 60 East Lake Crystal, MN 56055 (507) 726-6041 1-800-722-0588 Fax # (507) 726-2984 AN EQUAL OPPORTUNITY EMPLOYER Lake Elmo Email: MN Dakota Service Body Package 3445 Ideal Avenue North Dealer Truck Make 56" Model Year 1-UNIT STATE COOPERATIVE PRICING 2.0 Utility Service Body Dakota Bodies Inc GEN II SBG9878VVSSG2 Service Body Truck Model REFERENCE: COOPERATIVE PURCHASE OF EQUIPMENT FROM STATE OF MINNESOTA RELEASE NO: T-765(5) 14.25 Inches - Compartment depth 49.25 Inches - Load space width 24 Inches - Top of body to the top of the floor 18 Inches - Horizontal compartment height Body Materials: 98 inches long x 40 inches high x 77 3/4 inches wide PBR cab to axle (CA) of 56 inches with single rear wheel axle. Body Dimensions: 40 Inches - Compartment height 16 gauge galvanneal. - Main body material 14 gauge galvanneal - Compartment tops 18 gauge galvanneal - Inner door panels 18 gauge galvanneal - Outer door panels - 5/16" Stainless Steel continuous rod - Door Hinge Rod. - Stainless Steel - Door Hinge Sockets. 16 gauge galvanneal - Wheel Panels - "Removable for ease of 16 gauge galvanneal - Front bulkhead Accessories: 18 gauge galvanized - Shelving installed on Uni-Strut for infinate Body Floor and Understructure: 12 ga hot rolled treadplate - Floor 5" Formed galvanneal steel channel frame - One (1) adjustable shelf with divider slots on 2" centers installed on each shelf will have two (2) adjustable dividers. - Two (2) adjustable shelves each with divider slots on 2" centers each shelf will have two (2) adjustable dividers. Horizontal Compartment: 43" Wide x 18" High x 14.25" Deep - Open compartment. Rear Vertical: 23" Wide x 40" High x 14.25" Deep Rear Vertical: 23" Wide x 40" High x 14.25" Deep - One (1) adjustable shelf with divider slots on 2" centers installed on each shelf will have two (2) adjustable dividers. Curbside Compartmentation 1st Vertical: 32" Wide x 40" High x 14.25" Deep 1st Vertical: 32" Wide x 40" High x 14.25" Deep - Two (2) adjustable shelves each with divider slots on 2" centers Horizontal Compartment: 43" Wide x 18" High x 14.25" Deep - Open compartment. - Single Point Compression T-Handle Latches - (PN# 31405) - Gas cylinder type door holders on vertically hinged doors. - Adjustable vinyl coated cable stops on horizontal compartment drop - Polished Cast Aluminum fenderettes (PN# 31346) installed with wheel - Aluminum combination fuel cup for Gas or Diesel & DEF (PN# 31407) Streetside Compartmentation - Automotive bulb type weatherstripping mechanically fastened to door Paint: - Powder Coated "DB White" exterior and interior of body. - Bumper and riser to be Powder Coated with "Black Lava" powder. - Rubberized Protective Undercoating installed underbody Service Body Lighting: Surface mounted at rear of side packs (Installed) - Two (2) Red surface mounted LED S/T/T and Reverse combination Bumper: - "Crash Zone" Style recessed rear bumper. - Two (2) License plate lights installed in bumper - (PN# 31149) - 2" receiver for vise mount on curbside. 1 2.2 $1,901.00 $1,901.00 1 2.8 $746.00 $746.00 1 2.18 $375.00 $375.00 *Black Headache Rack* 1 2.32 $91.00 $91.00 1 6.3 $456.00 $456.00 1 6.1 $410.00 $410.00 1 6.5 $118.00 $118.00 1 6.7 $194.00 $194.00 1 8.12 $405.00 $405.00 1 8.44 $190.00 $190.00 1 8.221 WEEKENDER Truck Rack $595.68 $595.68 1 8.0 Installation of Key rack $300.00 $300.00 1 NCI -$650.00 -$650.00 Total Package Price $16,225.68 1 2.6 $4,144.00 $4,144.00 1 NCI $1,100.00 $1,100.00 1 NCI $1,500.00 $1,500.00 1 NCI $600.00 $600.00 1 NCI $550.00 $550.00 $4.00 Starting Point: Lake Crystal, MN OPTIONS -- The below options are NOT included in the above package pricing 2.0 Utility Service Body OPTIONS Paint 98" bodies standard color 8.0 Accessories OPTIONS U-Lining applied to Service body Load Bed floor U-Lining Jacket applied to Service body Load Bed Sides and Front U-Lining Jacket applied to Top of Work Bench Bumper U-Lining Jacket applied to Top of Service Body Side Pack (each) Additional Add-ons Installation of Dakota 98" SRW Service body 7-way Plug Installation Buyers Service Body hitch Electronic back up alarm 560-STA20502-G 8.0 Accessories Repositions Camera Eye Only Bulkhead Strobe plate Mount (dump body/flatbed) 6.0 Hitches Buyers Service Body Hitch 2-1/2" Receiver 602-1801060L *Color from factory should blend well with Oxford White* Undercoat 98" & 110" bodies Headache Rack, 20" High, Universal for pick-ups Grab Handles: Two (2) Bolt-On chrome grab handles (per set) *A WRITTEN PURCHASE ORDER MUST BE RETURNED SPECIFYING PURCHASE OF THIS EQUIPMENT OFF THE STATE OF MINNESOTA COOPERATIVE PURCHASE CONTRACT *NO EXHAUST WORK INCLUDED FOR TRUCKS WITH NEW EMISSION CONTROL EXHAUST SYSTEMS. EXHAUST SYSTEMS CANNOT BE MODIFIED. *ALL LABOR COSTS ARE BASED ON INSTALLING EQUIPMENT ON A TRUCK CHASSIS WITH ALL TRUCK ITEMS OUT OF THE WAY FOR EQUIPMENT INSTALLATION. IF CRYSTEEL HAS TO MOVE FUEL TANKS, AIR TANKS, AIR DRYER, ETC. EXTRA CHARGES MAY APPLY Cost Per Loaded Mile for Delivery: Trade in of box (includes removal) ***PRICES SHOWN DO NOT INCLUDE ANY APPLICABLE TAXES OR FEES*** - Two (2) Side marker lamps, Red LED 3/4" button lights (PN# 31402) - Two (2) side Red reflectors (PN# 31212). - Wiring harness (PN#30999) . Optional adapter will need to be selected Ford 2017 - Current, Ram 2009- Current, GM 2020 Current - Front Mounts Built Into Body Frame - Rear Mounts Paint Black DTM (Ship Loose) Tailgate: - Hinged tailgate 12" high X full width of bed area installed at rear of Mounting Kit: - New Universal Mounting Kit CB98UNIVERSALMNTKITG2 Vendor Name:Crysteel Truck Equipment-Fridley Email Address:muecker@crysteeltruck.com Phone #:(763) 957-0771 Toll Free #:(800) 795-1280 Fax #:(763) 571-5091 Contact Person:Mike Uecker Street Address:1130 73rd Ave NE City, State, Zip:Fridley, MN 55432 Quote Date 1/27/2026 Quote # DL012726-16 Name / Address LAKE ELMO PUBLIC WORKS 3880 LAVERNE AVE STE 100 LAKE ELMO, MN 55042 Ship To LAKE ELMO PUBLIC WORKS ATTN: MARTY 3880 LAVERNE AVE LAKE ELMO, MN 55042 P.O. No.Terms Net 30 Quote Valid Until 2/27/2026 Rep DLL Account #FOB ORIGIN 2755 Geneva Avenue North Oakdale, MN 55128 651-765-2657 orders@eatimn.com All EATI production sales orders will have parts and labor invoiced separately. You will receive an invoice for your parts once they are received and ready for the build. If you would like to turn this quote into an order, please notify your sales rep ASAP. Item DescriptionQty Price Total VEHICLE 2026 FORD F-2501 0.00 0.00 CONTACT ADAM SWANEPOEL ASwanepoel@lakeelmo.gov 651-747-3946 1 0.00 0.00 MACQUEEN WARRANTY VEHICLE BUILD INCLUDES EATI LIFETIME WARRANTY WHICH COVERS OUR INSTALLATION AND WORKSMANSHIP FOR THE LIFETIME OF THE VEHICLE UNDER NORMAL USE - ALL NEW PRODUCTS CARRY THEIR RESPECTIVE MANUFACTURERS' WARRANTIES 1 0.00 0.00 NOTE **VEHICLE WILL HAVE BACKRACK AND MOUNTING PLATE FOR LIGHT INSTALLED ALREADY** 1 0.00 0.00 R2LPPM WHELEN RESPONDER LP AMBER/BLUE, PERMANENT MOUNT. **MOUNT ON PLATE ON BACKRACK** 1 461.10 461.10 IONA WHELEN ION 6 SUPER LED LIGHTHEAD WITH BRACKET - AMBER **GRILL** 1 103.24 103.24 IONB WHELEN ION 6 SUPER LED LIGHTHEAD WITH BRACKET - BLUE **GRILL** 1 103.24 103.24 EMPS1SMS3A SOUNDOFF MPOWER SCREW MOUNT 3' LIGHTHEAD - AMBER - 8 LED SINGLE COLOR **DRIVER REAR BUMPER STEP** 1 124.95 124.95 EMPS1SMS3B SOUNDOFF MPOWER SCREW MOUNT 3' LIGHTHEAD - BLUE - 8 LED SINGLE COLOR **PASSENGER REAR BUMPER STEP** 1 124.95 124.95 Page 1 Quote Date 1/27/2026 Quote # DL012726-16 Name / Address LAKE ELMO PUBLIC WORKS 3880 LAVERNE AVE STE 100 LAKE ELMO, MN 55042 Ship To LAKE ELMO PUBLIC WORKS ATTN: MARTY 3880 LAVERNE AVE LAKE ELMO, MN 55042 P.O. No.Terms Net 30 Quote Valid Until 2/27/2026 Rep DLL Account #FOB ORIGIN 2755 Geneva Avenue North Oakdale, MN 55128 651-765-2657 orders@eatimn.com All EATI production sales orders will have parts and labor invoiced separately. You will receive an invoice for your parts once they are received and ready for the build. If you would like to turn this quote into an order, please notify your sales rep ASAP. Item DescriptionQty Price Total EX-MISC SUPPLY STANDARD SHOP SUPPLIES FEE FOR GENERAL INSTALLATION AND WIRING MATERIALS 1 150.00 150.00 SERVICE LABOR SERVICE LABOR TO INSTALL LIGHTING USING FACTORY INSTALLED UPFITTER SWITCHED TO CONTROL. 12 115.00 1,380.00 Page 2 Total $2,447.48 2026 PW Utility Pickup – Small tool/Equipment list • Pipe wrenches (various sizes) • Adjustable wrenches • Socket & ratchet sets (SAE + metric) • Screwdrivers (flathead & Phillips) • Channel-lock pliers • Hammer & mallet • Hacksaw / reciprocating saw • Shovels (spade & trenching) • Pry bars • Utility knives Water / Sewer Related: • Valve keys (curb stop & gate valve) • Hydrant wrench • Gate Valve picks • Utility locator • Manhole pick • Gas detector (multi-gas monitor) • Portable work lights / LED floodlights • First aid kit • Fire extinguisher • Two -way radio STAFF REPORT DATE:April 7, 2026 CONSENT TO:City Council FROM:Chad Isakson, Assistant City Engineer AGENDA ITEM: Accept Improvements and Approve Pay Request No. 19 (Final) for the Water Tower No. 3 Project REVIEWED BY: Nicole Miller, City Administrator Clarissa Hadler, Finance Director Pete Tholen, Public Works Director Nate Stanley, City Engineer CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☐ Efficient, reliable, innovative services ☐ Responsive, transparent, adaptive governance ☐ Balanced Finances now and future ☒ Managed Growth ☒ Resilient Infrastructure BACKGROUND: Phoenix Fabricators & Erectors, LLC was awarded a construction contract on January 18, 2022 for the construction of Water Tower No. 3. The contractor has now completed the work in accordance with the contract, plans, and specifications, including all punch list items. ISSUE BEFORE COUNCIL: Should the City Council accept the improvements and approve Pay Request No. 19 (Final) for the Water Tower No. 3 project? PROPOSAL DETAILS/ANALYSIS: Phoenix Fabricators & Erectors, LLC has submitted Partial Pay Request No. 19 (Final) in the amount of $52,962.66. The Project Engineer has prepared a Certificate of Completion indicating that all work is completed, including all punch list items, and is recommending the acceptance of the improvements and release of final retainage. The contractor failed to complete the project by the completion dates outlined in the contract. As such, liquidated damages were applied in the amount of $30,912.24 as detailed on the pay request. The facility has been online and operational since 2024. The 2-year warranty period will expire later this year and a warranty inspection has been scheduled to review the facility for any corrective measures required prior to expiration of the warranty. FISCAL IMPACT: None. Final payment is recommended and remains within the authorized scope and budget for the project. The final total project cost came in at $3,743,000 versus the post-bid approved project cost of $3,910,000. The final construction cost component of the project paid to the contractor is $3,397,208.63 versus the contract award amount of $3,465,762.76. The total final project cost includes contingency funds for professional services required to be performed throughout the warranty period. The project is funded by the Water Enterprise Fund. OPTIONS: Accept the improvements and approve Pay Request No. 19 (Final). Do not accept the improvements or approve payment to the contractor. RECOMMENDATION: Staff are recommending that the City Council, as part of the Consent Agenda, accept the improvements and approve Pay Request No. 19 (Final) for the Water Tower No. 3 project. If removed from the consent agenda, the recommended motion for the action is as follows: Motion to accept the improvements for the Water Tower No. 3 project and approve Pay Request No. 19 (Final) to Phoenix Fabricators & Erectors, LLC in the amount of $52,962.66. ATTACHMENTS: 1.Partial Pay Estimate No. 19 (Final). 2/1/2026 PARTIAL PAY ESTIMATE NO.19 Final 0 WATER TOWER NO. 3 CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2020.118 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 1 LS 1.00 $18,000.00 $18,000.00 0.00 $0.00 1.00 $18,000.00 2 EACH 1.00 $3,400.00 $3,400.00 0.00 $0.00 1.00 $3,400.00 3 LS 1.00 $12,000.00 $12,000.00 0.00 $0.00 1.00 $12,000.00 4 CY 175.00 $14.00 $2,450.00 0.00 $0.00 175.00 $2,450.00 5 SY 200.00 $17.50 $3,500.00 0.00 $0.00 200.00 $3,500.00 6 CY 175.00 $35.00 $6,125.00 0.00 $0.00 175.00 $6,125.00 7 CY 200.00 $29.00 $5,800.00 0.00 $0.00 200.00 $5,800.00 8 CY 8.00 $45.00 $360.00 0.00 $0.00 8.00 $360.00 9 CY 375.00 $65.00 $24,375.00 0.00 $0.00 375.00 $24,375.00 10 TON 80.00 $130.00 $10,400.00 0.00 $0.00 80.00 $10,400.00 11 GAL 35.00 $30.00 $1,050.00 0.00 $0.00 35.00 $1,050.00 12 SF 202.00 $20.00 $4,040.00 0.00 $0.00 202.00 $4,040.00 13 SF 240.00 $45.00 $10,800.00 0.00 $0.00 240.00 $10,800.00 14 EACH 1.00 $1,900.00 $1,900.00 0.00 $0.00 1.00 $1,900.00 15 LF 17.00 $55.00 $935.00 0.00 $0.00 17.00 $935.00 16 LF 78.00 $140.00 $10,920.00 0.00 $0.00 84.00 $11,760.00 17 EACH 1.00 $2,500.00 $2,500.00 -0.75 -$1,875.00 1.00 $2,500.00 18 EACH 1.00 $6,000.00 $6,000.00 0.00 $0.00 1.00 $6,000.00 19 LB 650.00 $9.00 $5,850.00 0.00 $0.00 1,155.00 $10,395.00 20 EACH 1.00 $4,500.00 $4,500.00 0.00 $0.00 1.00 $4,500.00 21 CY 16.00 $85.00 $1,360.00 0.00 $0.00 16.00 $1,360.00 22 LF 100.00 $110.00 $11,000.00 0.00 $0.00 100.00 $11,000.00 23 EACH 1.00 $2,500.00 $2,500.00 0.00 $0.00 1.00 $2,500.00 24 LF 73.00 $55.00 $4,015.00 0.00 $0.00 73.00 $4,015.00 25 EACH 2.00 $450.00 $900.00 0.00 $0.00 2.00 $900.00 26 CY 20.00 $125.00 $2,500.00 0.00 $0.00 20.00 $2,500.00 27 SY 74.00 $4.50 $333.00 0.00 $0.00 74.00 $333.00 28 SY 400.00 $4.50 $1,800.00 0.00 $0.00 400.00 $1,800.00 29 LF 300.00 $6.00 $1,800.00 0.00 $0.00 300.00 $1,800.00 30 LF 40.00 $7.00 $280.00 0.00 $0.00 40.00 $280.00 31 ACRE 0.50 $5,000.00 $2,500.00 0.00 $0.00 0.50 $2,500.00 32 ACRE 0.50 $9,000.00 $4,500.00 0.00 $0.00 0.50 $4,500.00 33 TREE 12.00 $550.00 $6,600.00 0.00 $0.00 12.00 $6,600.00 34 CY 28.00 $55.00 $1,540.00 0.00 $0.00 28.00 $1,540.00 35 CY 27.50 $46.00 $1,265.00 0.00 $0.00 27.50 $1,265.00 36 36.1 LS 1.00 $174,000.00 $174,000.00 0.00 $0.00 1.00 $174,000.00 36.2 LS 1.00 $120,000.00 $120,000.00 0.00 $0.00 1.00 $120,000.00 36.3 LS 1.00 $460,000.00 $460,000.00 0.00 $0.00 1.00 $460,000.00 36.4 LS 1.00 $550,000.00 $550,000.00 0.00 $0.00 1.00 $550,000.00 36.5 LS 1.00 $1,083,202.00 $1,083,202.00 0.00 $0.00 1.00 $1,083,202.00 36.6 LS 1.00 $36,000.00 $36,000.00 0.00 $0.00 1.00 $36,000.00 36.7 LS 1.00 $350,000.00 $350,000.00 0.00 $0.00 1.00 $350,000.00 36.8 LS 1.00 $250,000.00 $250,000.00 0.00 $0.00 1.00 $250,000.00 36.9 LS 1.00 $68,000.00 $68,000.00 0.00 $0.00 1.00 $68,000.00 37 LS 1.00 $44,000.00 $44,000.00 0.00 $0.00 1.00 $44,000.00 38 LS 1.00 $100,000.00 $100,000.00 0.00 $0.00 1.00 $100,000.00 39 LS 1.00 $80,000.00 $80,000.00 0.00 $0.00 0.08 $6,060.87 40 LS 1.00 $3,675.00 $3,675.00 0.00 $0.00 1.00 $3,675.00 41 LS 1.00 -$30,912.24 -$30,912.24 1.00 -$30,912.24 1.00 -$30,912.24 $3,465,762.76 -$32,787.24 $3,397,208.63 TOTALS - BASE CONTRACT $3,465,762.76 -$32,787.24 $3,397,208.63 LD01 - 12/5/2024 SEEDING (MIX 25-141 WITH FERTILIZER & HYDROMULCH) CONNECT TO EXISTING WATER MAIN 6" DIP WATER MAIN PIPE, CL. 52 (POLY ENCASED) 16" DIP WATER MAIN PIPE, CL. 52 (POLY ENCASED) 6" GATE VALVE & BOX GEOTEXTILE FABRIC TYPE V ORGANIC TOPSOIL BORROW SELECT GRANULAR BORROW AGGREGATE BASE, CLASS 1 (MODIFIED) AGGREGATE BASE, CLASS 6 (CV) (P) 8" CONCRETE SIDEWALK ITEM DESCRIPTION OF PAY ITEM TEMPORARY SEEDING MIX (MIX 22-112 WITH TYPE 1 MULCH) THIS PERIOD TOTAL TO DATE BASE BID SITE GRADING TYPE SP 9.5 WEARING COURSE MIX (3,C) CONTRACTUNIT 15" CAS PIPE APRON W/ TRASH GUARD HAND PLACED RIP RAP, CL. III GEOTEXTILE FABRIC TYPE IV SEDEMENT CONTROL LOG TYPE WOOD FIBER FURNISH AND INSTALL COMPLETE GAS CHLORINATION SYSTEM BIT. MATERIAL FOR TACK COAT 5" CONCRETE SIDEWALK ROCK CONSTRUCTION ENTRANCE TRAFFIC CONTROL SUBGRADE EXCAVATION WATER TOWER - ENGINEERING / BONDS / INSURANCE HYDRANT DUCTILE IRON FITTINGS 4' X 4' CATCH BASIN WITH GRATING 1.5" CLEAR ROCK (WRAPPED IN TYPE 1 GEOTEXTILE FABRIC) 18" RCP STORM SEWER PIPE, CL. V GEOTEXTILE FABRIC TYPE V SILT FENCE, TYPE HI 18" RCP APRON W/ TRASH GUARD 15" CAS PIPE CULVERT CONIFEROUS TREE 8' HT B&B LOAM TOPSOIL BORROW BASE BID MULCH MATERIAL TYPE 6 1 MG COMPOSITE ELEVATED WATER STORAGE TANK, FOUNDATION, GENERAL ELECTRICAL AND ALL ASSOCIATED COMPONENTS AS SHOWN IN PLANS & SPECFICIATIONS (NOT OTHERWISE LISTED ON BID FORM) - SEE BELOW SCADA AND NEW RTU AT NEW TOWER, AND UPDATES TO MASTER CONTROL PROGRAMMING PRV STATION VALVE MODIFICATIONS AND ASSOCIATED ELECTRICAL RTU AND SCADA IMPROVEMENTS CO1 - ADD INSULATION & FRP PANELING TO CONTROL ROOM EXTERIOR WALL WATER TOWER - DRILLED PIERS WATER TOWER - FOUNDATION WATER TOWER - CONCRETE SHAFT WATER TOWER - TANK MATERIAL / FABRICATION WATER TOWER - TANK DELIVERY WATER TOWER - ERECTION WATER TOWER - PAINTING WATER TOWER - ELECTRICAL STAFF REPORT DATE: April 7th 2026 REGULAR TO: Mayor and Councilmembers FROM: Sophia Jensen, Senior City Planner AGENDA ITEM: Preliminary Plat and Open Space Planned Unit Development – Granvia Preserve REVIEWED BY: Jason Stopa, Community Development Director Nathan Fuerst, Bolton and Menk Planning Consultant CORE STRATEGIES: ☒ Vibrant, inclusive, connected community ☒ Responsive, transparent, adaptive governance☒ ☒ Managed Growth ☒ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☒ Resilient Infrastructure BACKGROUND: Twin Cities Land Development (TCLD) Land Holding LLC is requesting Preliminary Plat and Open Space Planned Unit Development (OP-PUD) approval for a 58-unit development on approximately 110 acres of land. The project is to be called Granvia Preserve and is located North of 50th Street and South of the Sanctuary Development. The developer is requesting flexibility from the Rural Residential Zoning regulations to allow for an Open Space development. The City of Lake Elmo has not approved an OP-PUD since 2006. OP-PUD’s provide greater development flexibility for projects, such as increased development density, in return for a minimum of 50% of a project being dedicated to open natural areas which are preserved into perpetuity through conservation easements. This project makes three requests for flexibility beyond what is provided for in the City’s OP-PUD ordinance. Such requests must be approved through a supermajority vote of the City Council. This tract of land has been reviewed throughout the years, most recently in 2024 with a layout proposed by Landucci Development. At its regular workshop meeting on March 12th, 2024, the City Council reviewed the concept plan for this project and was generally supportive of the request with modifications. Since that workshop the City Council has updated the OP PUD ordinance to be more in line with current practices and standards. With a greater level of detail in the proposed plans, staff have provided an assessment in this report and appended memos about conformance with the City’s requirements and policies. ISSUE BEFORE COUNCIL: The City Council should review and make a decision on the Preliminary Plat, and Preliminary Open Space Planned Unit Development (PUD). PROPOSAL DETAILS/ANALYSIS: Applicant: Twin Cities Land Development (TCLD) Land Holding LLC. 4800 Olson Memorial Drive Suite 100 Golden Valley MN 55422 Property Owner: Landucci Homes Inc. 13230 20th St Ct N Stillwater MN 55082 Location: PID# 01.029.21.42.0003, 01.029.21.41.0001, 01.029.21.43.0001 Request: Preliminary Plat/ Open Space Planned Unit Development (OP PUD) Deadline: Application Complete – 2/13/26 60 Day Deadline – 4/14/2026 Applicable Code Article XVII – Open Space Planned Unit Developments Title 103 – Subdivision Regulations Article XI – Rural Districts Site Data. The City’s calculation of net density is consistent with the Metropolitan Council. Total Site Area 110.01 acres Net Acreage 87.3 acres Public Open Space 56.27 acres Right-of-Way (R/W) Number of Units 9.33 acres 58 single family units Net Density Gross Density OP PUD Gross Density Maximum 0.66 units/acre 0.53 units/acre 0.6 units/acre Environmental Review. This project does not trigger a mandatory Environmental Assessment Worksheet under Minnesota Rules 4410.4300. No further environmental review is required. Open Space Planned Unit Developments (OP PUDs). A PUD is a negotiated zoning district. The City of Lake Elmo has a somewhat unique ordinance in that it has PUD regulations for both sewered (PUD) and nonsewered (OP PUD) areas. The purpose of OP PUD’s is established by City Code Section 105.12.980 as follows: The purpose of open space planned unit developments is to provide greater development flexibility within rural portions of the community while maintaining the rural character by preserving agricultural land, woodlands, wildlife or natural corridors, pollinator and wildlife habitat, and other significant natural features consistent with the goals and objectives of the city's comprehensive plan. The city reserves the right to deny establishment of an open space PUD overlay district and direct a developer to re-apply under standard zoning provisions if it is determined that proposed benefits of the open space PUD do not justify the requested flexibilities. OP PUD Minimum Requirements. Article 17 does provide for minimum prerequisites for OP PUDS. Staff has found that the proposed development does meet the following minimum requirements of a PUD: a. Only land zoned as agricultural, rural residential, or rural estate may be considered for establishment of an open space planned unit development. Requirement met. b. The minimum land area for establishment of an open space planned unit development is a nominal contiguous 20 acres. Requirement met. c. Establishment of an open space planned unit development will be considered only for areas of land in single ownership or control. Alternatively, multiple party ownership, in the sole discretion of the city, is acceptable when legally sufficient written consent from all persons and entities with ownership interest is provided at the time of application. Requirement met. Required vs. Proposed OP PUD Bulk Standards. Cells in the ‘As Proposed’ cells shaded in green indicate a deviation from City Code. Standards (105.12.1050) OP PUD Requirement: As Proposed Minimum Lot Area 16,000 sq ft Range of 16,000 to 65,358 sq ft Minimum Lot Width 100 feet 100 feet Max Impervious Cover 30% per lot 40% per lot Garage Frontage of Lot Maximum 40% of facade Maximum 60% of facade Minimum Setback - Front 30 feet 30 feet Minimum Setback - Side 15 feet 15 feet Minimum Setback - Corner 30 feet 30 feet Minimum Setback - Rear 20 feet 20 feet Maximum Height 35 feet Not provided Driveway Setback from intersection 50 feet from r-o-w 50+ feet from r-o-w Driveway setback from side lot line 5 feet Driveway locations/widths not provided Driveway Width 12-26 feet Driveway locations/widths not provided Design Standards for OP PUDs. The following development standards are created for OP PUDs by City Code Sec. 105.12.1050. For any standard not strictly met by the development, a supermajority vote is required to approve the project: (a) Density – City Code allows a maximum density in OP PUDs of 0.60 units per acre since at least one access is designated as a collector road or higher. Requirement met at 0.53 units per acre. (b) Lot Design – Lot locations and configuration should be according to the following sequence of review steps. (1) Soils analysis conducted – Requirement met. (2) Septic design identified - Requirement met. (3) Buffer areas identified - Requirement met. 100’ Buffer around property boundaries without encroachments. (4) Building pad locations identified - Requirement met. (5) Placement of streets - Requirement met. (6) Lots identified – see bulk standard review, above. Deviation requested for impervious surface and architectural standards. (7) Open Space and park land adjustments – a) Open space – The total preserved open space is over 50%. Requirement met at ~55.62% b) Park land – a cash fee in lieu of land dedication with up to 25% trail credit is suggested for this project. Requirement to be met. Development Standards for OP PUDs. The following development standards are created for OP PUDs by City Code Sec. 105.12.1060. For any standard not strictly met by the development, a supermajority vote is required to approve the project: a. Preserved Open Space Standards –A conservation easement shall be placed over the Open Space areas to ensure permanent protection from development. After the area is graded and restored and proposed vegetation is established, the HOA for this development would be responsible for maintenance of the open space area, and yearly reporting to the City. If additional management is identified as necessary, the HOA would be responsible. Requirement met. b. Septic Design Standards – The Applicant is proposing a community septic system. An acceptable location was identified for the primary and secondary drain fields. Staff believe that plans can be provided that will meet applicable requirements although the applicant is still working through the details of the system. Requirement to be met. c. Building Standards – The Applicant has submitted architectural guidelines for the site and elevation renderings consistent with applicable City Code design requirements. They are requesting PUD flexibility for garage frontage that exceeds 40% of the building facade. HOA controls for architectural standards may be more restrictive than the City’s ordinance. Deviation requested. d. Landscaping Standards – A total of 10 trees per lot and one boulevard tree located every 50 feet is required. The Applicant is not requesting PUD flexibility for landscaping or tree preservation. Plan revisions are required based on the City’s Landscape Architect memo. Requirement to be met. e. Impervious Surface Standards – The maximum impervious surface that is allowed per lot in the development is 30% of the developable areas. The Applicant is proposing an impervious coverage of up to 40% for the residential lots. If all residential lots are built to 40% coverage, the entire site would be approximately 19% impervious surface. Deviation requested. f. Trail and Sidewalk Standards – City Code requires bituminous trails and concrete sidewalks to be established within the development. Trails must be equal to the centerline length of all public roads in the development. The Applicant is proposing to meet the trail requirements but requesting a PUD flexibility for an 8-foot wide bituminous sidewalk along the road instead of a traditional sidewalk. Trails and sidewalks will be maintained by the HOA. Deviation requested. Subdivision Signs. Section 105.12.430 allows one (1) subdivision sign for this residential development with a maximum sign area of 32 sq. ft. signage appears to conform to City requirements. A condition of approval has been added that the signage is relocated and conforms with City Code. Lot Configuration. Of the 58 lots, nearly all have a backyard with a full view of the open space area and accessibility to a sidewalk or trail. Staff finds the configuration of the lots to be consistent with the intent of the OP PUD code. Landscaping and Tree Preservation. The Applicant has not requested flexibility related to landscaping or tree preservation standards. Per the City Landscape Architect’s Memo, the proposed plans require revisions to comply with City Standards prior to acceptance by the City. Wetlands. There are 13 wetlands on the development site. Of those, 11 will be preserved through the proposed development layout. There are two very small wetlands (12 & 13) each comprising less than 800 sq ft which are proposed for de minimis removal. Wetland buffer averaging is proposed around the remaining wetlands, with all buffer areas located within the proposed open areas. Staff is supportive of this approach to reduce issues with enforcement of wetland buffers. Staff recommend that wetland buffer signage be located at lot boundaries where directly abutting a required wetland buffer. Parking and Driveways. Section 105.12.410 requires two spaces per dwelling unit. The homes will have two or more enclosed stalls with driveways to accommodate additional visitor parking. Given the width of the right of way, parking will be limited to one side of the street. Section 9.16.090 details driveway requirements. Driveways must be at least 5 feet from property side yards and must be between 12 and 26 feet in width. Driveways are not shown on the project plans, and locations cannot be verified. As such, driveways must conform to all City standards including location, grade, and surface, when proposed. Access. The roadway proposed for this development, not yet named, would be public and is proposed to connect 50th Street North to the current roadway stub of Linden Avenue North in the Sanctuary Neighborhood. A condition of approval has been added regarding street naming and street names are provided in the Fire Department Memo. Traffic. 50th Street is a collector street and designed to carry large traffic volumes. Turn lanes would be required as part of this development. A pedestrian crossing for trail connectively will be required and is details will come with future submittals. Parks. §103.00.150 Park Land Dedication Requirements. The City Code requires that the project provide a minimum of at least 5% of the land for parks, or a cash in lieu fee using the estimated fair market value of the property. The City’s Parks Commission reviewed the concept plan for this development on February 21st 2024, and provided a recommendation for cash in lieu given the close proximity to Hidden Knoll Park and up to 25% trail credit for a segment or connection along or to 50th Street, Tamarack Farms, Hidden Knoll Park. Stormwater Reuse. The applicant has indicated that the homes will be attached to a communal irrigation system that is served by stormwater reuse. A backup connection to the City’s water supply would be required and utilized when necessary to keep pond levels at a minimum threshold. Plans and details on the system will be required in future submittals to the satisfaction of the City Engineer. REVIEW COMMENTS: Conditions of approval for addressing agency review memos has been added to the recommendations. Fire Chief Review. The City’s Fire Chief provided a comment memo dated 2/20/2026 which details a comment on emergency access, signage, hydrants, addressing, and street naming. Linden Avenue North and Linden Circle North are the 2 street names to be used in the development. Valley Branch Watershed District Email. This property is located within Valley Branch Watershed District. The Applicant will be required to follow watershed rules and permitting requirements. A permit from VBWD will be required before any work can begin on site. No permit has been submitted to the agency at this time. Engineering Review. This project has been reviewed by the City Engineer for conformance with the City’s Engineering Design Standards Manual. Detailed comments relating to the review are included in the Engineer’s memo dated 2/28/2026. The City Engineer is recommending that if approved, the development fully address all City Engineering comments. Several key comments are summarized below: • Revisions are required to the Preliminary Plat, Grading, Streets, Utilities, Storm Sewer, Water, Stormwater Irrigation Reuse, Lighting, and Landscaping Plans in order to bring them into compliance with City Standards. • Pedestrian facilities, trail connections, and future pedestrian crossing at 50th Street details to be finalized with future submittals. • Standard street section revisions due to trail width and boulevard trees to ensure compatible spacing. Landscape Architect Memo. The City’s Landscape Architect has reviewed the tree preservation and landscape plans submitted by the applicant. The plans set must be revised and/or modified to meet City Standards. The LSA is also requesting the applicant reconsider the scope of the grading in the wooded areas and northern property boundary screening to preserve more mature vegetation. Several key comments are summarized below: • Revisions are required to the Tree Preservation Plan to account for the correct caliper inches of each tree type, required replacement amounts, and display tree protection fencing. • Revisions are required to the Landscape Plan to meet City Code requirements related to ground cover, irrigation, topsoil, easement depiction, species composition, and grubbing. • Further review and revisions to the Northern property boundary are required to preserve existing screening and eliminate unnecessary removals. REVIEW OF OP PUD FLEXIBILITIES The developer’s requests for flexibility from the City’s OP PUD ordinance requirements must be approved by a supermajority (4/5) vote of the City Council. The following summary is intended to provide a consolidated review of the flexibilities requested by the developer. • Architectural Standards (60% Garage Façade) – Per LEC 105.12.1060(c) the width of an attached garage shall not exceed 40% of the building façade. The Applicant is requesting a blanket flexibility over all lots to go up to 60% garage façade. The reason for this request is to meet the residents’ expectations of interior storage and functionality of the home. Staff find this request reasonable. • Concrete vs. Bituminous Sidewalk – Per LEC 105.12.1060(f) a traditional sidewalk is to be constructed along the roadway. The applicant is proposing to construct an 8-foot wide bituminous ‘sidewalk’ along the roadway in addition to the existing trail requirements/standards. The reason for this request is for a contiguous trail system throughout the development and allow for a wider section for pedestrians/bikers. The applicant is proposing the HOA maintain the sidewalk and trails. Staff find this request reasonable. • 30% vs 40% Impervious – Per LEC 105.12.1060(e) the maximum impervious surface per lot is 30%. The applicant is proposing a blanket approval of 40% impervious surface per lot. The reason behind this is due to unique lot shapes and the amenities that the residents expect. Across the entire development site, impervious surface will be ~19%, this meets the previous standard for overall development. Staff finds this request reasonable. RECOMMENDED FINDINGS OP PUD Review Criteria. When evaluating a PUD proposal, the Planning Commission and City Council must find an OP PUD meets the criteria contained in Article 17 (Sec. 105.12.1070) and meet the minimum requirements for an OP PUD. Staff find that the proposed development appears consistent with the following criteria for approval: (a) The proposed development is consistent with the goals, objectives, and policies of the comprehensive plan. (b) All prerequisites for an open space PUD as outlined in LEC 105.12.1030 are met. (c) All open space PUD design standards (as outlined in LEC 105.12.1050) and all open space development standards (as outlined in LEC 105.12.1060) are met; or if deviations are proposed that all such deviations are supported because they achieve the following three goals: (1) The deviations allow for higher quality building and site design that will enhance aesthetics of the site; (2) The deviations help to create a more unified environment within the project boundaries by ensuring one or more of the following: architectural compatibility of all structures, efficient vehicular and pedestrian circulation, enhanced landscaping and site features, and/or efficient use of utilities; and (3) The overall design provides appropriate solutions to eliminate adverse impacts that proposed deviations may impose on surrounding lands. (d) If the proposed PUD involves construction over two or more phases, the applicant has demonstrated that each phase is capable of being a stand-alone development independent of other phases. Recommended Findings for Preliminary Plat. Staff recommends approval of the Preliminary Plat based on the following findings: 1. That the Preliminary OP PUD Plan would be consistent with the intent of the 2040 Lake Elmo Comprehensive Plan and the 2040 Land Use Map for this area. 2. That the preliminary plat generally complies with the City’s Subdivision regulations and does not meet the criteria for denial in Section 103.00.090 (d)(2). 3. That the preliminary plat generally complies with the City’s Zoning Code with the exceptions provided for in the OP PUD. 4. That the preliminary plat generally complies with the City’s design standards. 5. That the preliminary OP PUD Plan meets the minimum requirements for an OP PUD identified in LEC 105.12.1030 and criteria for approval in LEC 105.12.1070. RECOMMENDED CONDITIONS OF APPROVAL: Staff recommends approval of the Preliminary Plat and Planned Unit Development (PUD) with the following conditions: 1. Prior to the City finding any application for a final plat and final PUD complete, the applicant shall fully address all comments in the following review memos to the satisfaction of the City: a. City Engineer’s memo dated 2/28/2026 b. City Landscape Architect’s memo dated 2/25/2026 c. City Fire Chief’s memo dated 2/20/2026 2. That prior to the City finding any application for final plat and final PUD complete, the applicant shall demonstrate that the plans reflect compliance with Valley Branch Watershed (VBWD) review requirements and that the applicant provide the City evidence that all conditions attached to a VBWD permit will be met before the starting any grading activity on the site. 3. That the applicant shall obtain all necessary permits including but not limited to all applicable City permits (building, grading, sign, etc.), NPDES/SWPPP permits and Valley Branch Watershed District approval before starting any grading or construction activities. 4. Wetland buffer signage in the City’s standard form shall be placed on the rear of lots abutting wetland buffer areas. 5. The applicant/developer is responsible, at their own expense, for installing all required right of way and pedestrian improvements. 6. Storm water ponds shall be placed on separate outlots and conveyed to the City through a warranty deed in a form acceptable to the City. 7. The applicant/developer shall provide the City a fee in lieu of park land dedication as required by Section 103.00.150 to be paid prior to recording of the final plat. 8. All easements as requested by the City Engineer and Public Works Department shall be documented on the Final Plat before the execution of the final plat by City Officials. 9. If necessary, the applicant shall provide the City with a copy of written permission for any off-site grading work and storm sewer discharges to adjacent properties before starting any site work, grading and as part of any final plat or final PUD application. 10. If applicable, a landscape and irrigation license agreement in a form acceptable to the City shall be executed and recorded with the final plat. 11. If applicable, a stormwater reuse irrigation and license agreement in a form acceptable to the City shall be executed and recorded with the final plat. 12. If applicable, a storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. 13. Before the execution and recording of a final plat for the development, the developer or applicant shall enter into a Developer’s Agreement or a Site Work Agreement with the City. Such an Agreement must be approved by the City Attorney and by the City Council. The Agreement shall delineate who is responsible for the design, construction and payment for the required improvements with financial guarantees therefore. 14. The applicant or developer shall enter into a separate grading agreement with the City before starting any grading activity in advance of final plat/ PUD approval. The City Engineer shall review any grading plan that is submitted in advance of a final plat or final PUD, and said plan shall document the extent of any proposed grading on the site. FISCAL IMPACT: Approval of a Preliminary Plat and Preliminary PUD grant entitlements to a developer. Therefore, there would be no fiscal impact to the City at this time. When the property begins to develop, it will have municipal water service and will pay water connection charges, building permit fees, and the like. PUBLIC HEARING: A public hearing was posted in the Stillwater Gazette on February 27th, 2026, and a notice was mailed to property owners within 500’ of the outermost property boundaries on February 23rd, 2026. It was also added to the City’s Push Notification list on February 23rd, 2026. Below is a summary of the public comments: Mark Citsay (Carriage Station HOA) – Provided comments regarding/requesting trees boarding the Carriage Station property line and proposed species. Nathan Campbell 5380 Linden Trl N (Tamarack Farms Estates HOA) – Provided consolidated HOA written comments in support of the open space design and added considerations for 50th street entrance, traffic, vegetative screening, future trail connections, crosswalks, their development’s private park area, and sewer/water. He also spoke at the hearing reiterating the HOA written comments and traffic/safety concerns. Neil Kreuger (4452 Lake Elmo Ave) – Spoke at the hearing on the scenic beauty of the parcel and family history. He also requested preservation of the Tamarack bog in the area. Danny Hecker (11658 50th St)– Spoke at the hearing in favor of the development but requested additional landscaping/screening around their parcel. PLANNING COMMISSION: The Planning Commission has recommended approval of the request with the recommended findings and condition with the criteria that the developer remove the flexibility for the bituminous trail and replace it with the standard traditional sidewalk and that the developer call out the exact lots that would require the 40% impervious surface maximum. (Vote 6-0). Below is an analysis of the Planning Commission recommendation: Staff finds the Planning Commission recommendation on impervious surface may create enforcement issues down the road as the developer is not the builder so they may not be able to correctly identify the exact impervious surface of lots without knowing the home designs at this stage in development. This request may also generate confusion and complaints if there are different standards on the same lot type for residents as they add improvements in the future (patio, pool, etc.). The impervious standard was amended in 2024 to be considered per lot as opposed to the entire development. The proposed development meets the previous standard of 25% for the entire development. The standard was changed because reviewing permits for decks, additions, etc. was difficult to calculate without a per lot standard. Staff plan to address this through housekeeping to have both an overall and per lot standard. Staff finds the Planning Commission recommendation to require concrete sidewalks will be consistent with other developments in the city. The developer is proposing adequate bituminous trail length and connectivity. A 6’ wide trail will also reduce the overall site impervious surface. OPTIONS: Approve the preliminary plat and OP PUD; or Approve the preliminary plat and OP PUD with Conditions; or Deny the preliminary plat and OP PUD. RECOMMENDATION: Based on the above review, City staff find the proposal to be generally in line with the City’s adopted ordinances and policies. Staff is therefore recommending conditional approval. Example Motion: “Move to approve Resolution 2026-_____ approving the preliminary plat and PUD requested by Twin Cities Land Development on the subject property based on the findings of fact and recommended conditions of approval listed in the staff report.” AND ““Move to approve Ordinance 2026-___ PUD Ordinance approving the requests for Granvia Preserve based on the findings of fact and recommended conditions of approval listed in the staff report.” AND “Move to approve Resolution 2026-___ approving a summary of publication for Ordinance 2026-_____” ATTACHMENTS: 1.Ordinance 2026-____ Approving the OP PUD Overlay 2.Resolu ion 2026-____ Approving the preliminary plat and OP PUD 3.Resolu ion 2026-_____ Summary of Publicion 4.Applica ion and Narra ive 5.Preliminary Plat and OP PUD Plans 6.Fire Dept Memo 2/20/2026 7.VBWD Email 2/24/2026 8.LSA Memo 2/25/2026 9.Engineer Memo 2/28/2026 10.Public Commments 4800 Olson Memorial Hwy, Suite 100 Golden Valley, MN 55422 www.TCLandDev.com RESIDENTIAL DEVELOPMENT PRELIMINARY PLAT SUBMITTAL Twin Cities Land Development (TCLD) is pleased to submit the Preliminary Plat and Planned Unit Development (PUD) application for the proposed Granvia Preserve Development. This open space residential development is bordered by 50th Street to the south, Tamarack Farm Estates and Carriage to the east, St. Croix Sanctuary to the north, and large agricultural properties to the west. We respectfully request Preliminary Plat and PUD approval from the Planning Commission and City Council to advance this thoughtfully designed community that aligns with the city’s comprehensive plan and development goals. Property / Development Site Information Address: Unassigned. Location: The property is located in the Southeast Quarter of Section 1, Township 29 North, Range 21 West, Washington County. PIDs: 01.029.21.42.0003 01.029.21.41.0001 01.029.21.43.0001 Current Legal Descriptions: The West Half of the Southeast Quarter of Section 1, Township 29, Range 21, Washington County, Minnesota, except the South 1725.00 feet of the East 505.00 feet of said West Half of the Southeast Quarter and also except that part of said West Half of the Southeast Quarter, described as follows: Beginning at the Southwest corner of said South 1725.00 feet of the East 505.00 feet; thence North 0 degrees 21 minutes 51 seconds West, along the West line of said South 1725.00 feet of the East 505.00 feet, a distance of 1040.00 feet; thence South 89 degrees 38 minutes 09 seconds West, a distance of 588.00 feet; thence South 0 degrees 21 minutes 51 seconds East, a distance of 213.00 feet; thence South 34 degrees 10 minutes 25 seconds East a distance of 517.61 feet; thence South 0 degrees 21 minutes 51 seconds East a distance 400.00 feet to the South line of said Southeast Quarter; thence North 89 degrees 02 minutes 53 seconds East a distance of 300.00 feet to the point of beginning. The South 1725.00 feet of the East 505.00 feet of the West Half of the Southeast Quarter of Section 1, Township 29, Range 21, Washington County, Minnesota. The Northeast Quarter of the Southeast Quarter of Section 1, Township 29, Range 21, Washington County, Minnesota. Granvia Preserve – Preliminary Plat/PUD Development Narrative 2 Site Data Total Gross Area: 4,791,984 SF (110.01 AC) (100.00%) Public Open Space: Outlot A 770,191 SF (17.68 AC) Outlot D 82,837 SF (1.90 AC) Outlot F 75,217 SF (1.73 AC) Outlot G 166,780 SF (3.83 AC) Outlot I 1,064,966 SF (24.45 AC) Outlot K 460,375 SF (10.57 AC) Total: 2,451,303 SF (56.27 AC) Stormwater: Outlot B 37,723 SF (0.87 AC) Outlot C 70,002 SF (1.61 AC) Outlot H 25,887 SF (0.59 AC) Outlot L 77,849 SF (1.79 AC) Total: 211,461 SF (4.85 AC) Northern Natural Gas Easement: (Within Public Open Space) 211,734 SF (4.86 AC) Wetlands (Within Public Open Space): Wetland 1 53,117 SF (1.22 AC) Wetland 2 29,573 SF (0.68 AC) Wetland 3 113,741 SF (2.61 AC) Wetland 4 220,225 SF (5.06 AC) Wetland 5 72,413 SF (1.66 AC) Wetland 6 8,127 SF (0.19 AC) Wetland 7 24,202 SF (0.56 AC) Wetland 8 1,253 SF (0.03 AC) Wetland 9 2,760 SF (0.06 AC) Wetland 10 27,798 SF (0.64 AC) Wetland 11 220,569 SF (5.06 AC) Total: 773,778 SF (17.76 AC) Total Open Space: 2,665,378 SF (61.19 AC) (55.62%) 30-Foot-Wide Parkland Trail Dedication: Outlot E 69,113 SF (1.59 AC) Outlot J 51,208 SF (1.18 AC) Outlot G (Septic System): 166,780 SF (3.83 AC) (3.48%) Granvia Preserve – Preliminary Plat/PUD Development Narrative 3 Single Family Lots: Average Lot Size 25,013 SF (0.57 AC) Minimum Lot Size 16,000 SF (0.37 AC) Maximum Lot Size 65,358 SF (1.50 AC) 58 Residential Units: 1,433,260 SF (32.90 AC) (29.91%) Residential Unit Density: 58 Units / 110.01 Acres ≈ 0.53 Units Per Acre New Right-of-Way within Development: 365,507 SF (8.39 AC) (7.63%) Additional Right-of-Way (50th Street): 41,054 SF (0.94 AC) (0.86%) Existing Zoning: Rural Residential (RR) Proposed Zoning: Open Space Planned Unit Development (OP PUD) / Rural Area Development (RAD) General Description The site currently consists of approximately 110 acres of rural land that is largely used for agricultural purposes. Existing site conditions include a variety of landscape features, most notably a series of wetlands throughout the site. The site includes two Northern Natural Gas pipelines that run throughout the site from north to south. The proposed site was designed to preserve and enhance the existing features of the parcel, such as the topography, wetlands, and trees, to the maximum extent practicable, while creating a desirable neighborhood that connects the community through trail systems and aesthetic views. Density The development adheres to the zoning requirements for open space design, allowing for a total of 58 residential lots with a density of 0.53 units per acre. All proposed home construction will be limited to the setbacks as identified in the City Code. Currently the plan as designed meets the setbacks and no variance is required. 100’+ Single Family Dimensions Front Setback: 30 Feet Rear Setback: 20 Feet Side Yard: 15 Feet Lot Width Minimum: 100 feet Lot Depth Minimum: 160 feet Granvia Preserve – Preliminary Plat/PUD Development Narrative 4 Lot Design Per Section 105.12.1050(b) of the Open Space Planned Unit Development code, the applicant is required to provide an analysis of how they reviewed and designed their site with regard to the seven design criteria sections that the City of Lake Elmo has specified. Listed below are the design criteria specified by the City of Lake Elmo, with a brief analysis of how these criteria were reviewed and how they affected the design process of the site. 1. Soils analysis conducted. Soil analysis was conducted as the initial step in the site design process. This involved collaborating with a geotechnical engineer and a septic designer to conduct soil borings and assess available locations for a septic system on the site. Following coordination with the septic designer, it was determined that only one area on the site was suitable for a septic system. Due to the lack of suitable septic sites and the absence of city sewer service in the area, the only viable development solution is a communal septic system. Additionally, results from the geotechnical engineer highlighted specific areas on the site that were feasible for infiltration, aligning with discussions with the Valley Branch Watershed regarding water abstraction through infiltration. Basin locations were therefore designated with this consideration in mind. 2. Septic design identification. Given the lack of existing sanitary infrastructure and the presence of only one feasible location for a communal septic system, the design process was centered on this solution. 3. Identification of required buffers. The current site layout shows a 100-foot no-build buffer around the entire parcel’s perimeter and provides at least 200-feet of buffer from any existing residential dwellings. The 100-foot buffer will be provided as a series of outlots. 4. Identification of preferred building pad locations. The subject site has a number of challenges from a design perspective; specifically, roadway locations, large wetlands, specified area for the communal septic system, and a large gas pipeline easement. Despite these challenges, the proposed development retains much of the natural characteristics of the site and provides homesites that take advantage of the natural features. 5. Placement of streets. The roadways within the development were designed to provide a connection between 50th Street North and Linden Avenue North. The alignment ensures that the roadway crosses the Northern Natural Gas pipelines at a perpendicular angle, consistent with the recommendations of the utility provider. In addition, the roadway network was thoughtfully designed to navigate around existing wetlands on the site while preserving them as natural features and providing scenic views that enhance the overall character and appeal of the development. The roadway was designed to minimize export from the site by equalizing its cut and fill throughout the site. It was also designed to have a significant amount of curvature, since curvature typically promotes slower driving speeds, thus increasing the roadway safety. A stub roadway was provided as part of the design to promote future expansion to the west. 6. Lot creation. All lots were created in strict compliance with the open space development regulations. Again, site conditions created development challenges. Utilizing the open space development category allowed the lots to be clustered in the best parts of the site for building and taking advantage of the site features (views, connectivity, etc.). Granvia Preserve – Preliminary Plat/PUD Development Narrative 5 7. Open space and park land adjustments. Open space areas were designed in such a way as to provide a large contiguous open space lot around the whole development to provide a natural buffer between adjacent parcels, to enhance existing views of wetlands, create a new trail system that ties into existing trail systems, and encourages the public to use/view the space. City staff confirmed the subject site is not part of the park plan, so cash in lieu of dedication would be required. Topography The site’s topography consists of rolling hills and natural wetlands ranging in elevations of approximately 892 to 974. Open Space The proposed open space primarily preserves high-value wetlands, a tamarack swamp and island, and mature hardwood forests/groupings with a predominance of oak trees. The open space outlots are planned to be placed into a permanent conservation easement, as well as a drainage and utility easement. Ownership of proposed outlots to be designated as HOA-owned or City-owned. Trails A 10-foot-wide asphalt trail is proposed throughout the development from 50th Street to the St. Croix Sanctuary Development to the north, which will allow connection to the county’s greater trail system with additional connections along the east to connect to Tamarack Farm Estates and to the northwest to connect to the existing dead-end trail/park area within the St. Croix Sanctuary Development. Additionally, an 8-foot-wide asphalt trail is proposed along one side of all internal streets allowing for pedestrian connectivity to and from adjacent communities. The Homeowner’s Association will maintain all trails within the development. Phasing The entire site is planned to be developed in a single phase. Mass grading will occur first, and once grading is complete, utility installation will follow. Site development is anticipated to begin in 2026, with home construction commencing thereafter. Granvia Preserve – Preliminary Plat/PUD Development Narrative 6 Infrastructure Details Streets • 28-foot-wide local roads with concrete curb and gutter with parking allowed on one side. • 60-foot-wide right-of-way to accommodate the roadway and utilities such as watermain, sanitary, and storm sewer. Water System The proposed development will tie into the existing city watermain infrastructure. This will be done by tying into the mainline within 50th Street North and connecting onto the stubbed mainline in Linden Avenue North inside of the St. Croix Sanctuary Development. By making these two connections, the watermain will form a new loop connection through the development. The proposed development will also provide a stubbed watermain line to the west side of the property so that adjacent parcel could tie into the City infrastructure when it is developed. Each home in the development will be connected to the City’s water system via an individual water service line. In addition, each lot will be connected to a communal irrigation system served by a stormwater reuse pond. Supplemental irrigation water may be provided by the City of Lake Elmo’s water supply, when necessary, in accordance with the City’s recommendations. Sanitary Sewer and Septic Treatment The proposed development will utilize a gravity sewer system that flows toward the center of the development, where it enters a lift station and is then pumped into a communal septic system serving the entire development. The communal septic system will be maintained by the HOA and designed with features such as: Multiple septic tanks for solids separation Gravel filter system for initial biological treatment Drain field for further filtration Additional chemical treatment and aeration to meet code requirements Reserve areas Stormwater Management The natural rolling nature of this site facilitates the design of storm ponding and infiltration systems. The storm design will allow for a treatment train of ponding, swales, and infiltration areas to clean and reduce the impacts to the existing natural wetland features of the site. The storm sewer ponding facilities will be designed to meet both the State and Watershed requirements for infiltration and for rate of runoff. A stormwater pond is being proposed on the site as a source of water for a stormwater re-use system to meet requirements set by the City of Lake Elmo. Granvia Preserve – Preliminary Plat/PUD Development Narrative 7 Existing Gas Pipeline A high-pressure gas main runs through the development site and will require appropriate permitting for any road or utility crossings. Our team has extensive experience managing these types of crossing and does not anticipate any issues with the proposed design. Landscape Plan and Tree Inventory / Survey A landscape plan has been prepared for the development, and a current tree survey has been completed in accordance with the City of Lake Elmo requirements. HOA, Monuments and Entrance There will be a Homeowners Association (HOA) created for the single-family lots for this development. The designated HOA will maintain the community monument, mailboxes, mainline irrigation, and community septic. The HOA will oversee the community architectural and landscape guidelines designed to preserve the character of the community and ensure the use of quality materials. Flexibility and Open Space Code Deviations Significant effort was made to meet the intent of the Open Space Planned Unit Development code. This framework provides essential flexibility for sites with the types of physical and design constraints present on the subject property. Based on those conditions, we are requesting the following areas of flexibility. Careful attention was given to preserving natural features while also accommodating key development requirements, including trail connections, water line looping, and appropriate buffers from adjacent properties. As a result of these combined factors, the development includes a diverse range of lot sizes. The Open Space PUD allows a maximum of thirty percent impervious coverage on individual lots. While this standard is easily achieved across the project as a whole, it is not feasible for certain lots given typical home sizes and the amenities residents expect. We are therefore requesting flexibility to allow up to forty percent impervious coverage on individual lots. This will allow homeowners to construct homes and accessory features that are consistent with market expectations. Even with this adjustment, the overall impervious surface for the development, including streets and trails, will remain in the mid to high teens. The development also requests flexibility to provide an eight-foot-wide asphalt trail on one side of all internal streets in place of traditional sidewalks. This trail system will offer continuous pedestrian connectivity within the neighborhood and to surrounding areas. All trails will be maintained by the Homeowners Association. In addition, we are requesting Planned Unit Development flexibility to allow garage facades to exceed the forty percent limitation and permit up to sixty percent of the linear frontage on individual homes, while maintaining a maximum of forty percent of the total façade area on each home. This adjustment provides needed design flexibility to meet resident expectations for interior storage and functionality without compromising architectural quality. The modest increase in garage frontage will not affect neighborhood character, and the architectural review process administered by the Homeowners Association will ensure these standards are upheld over time. Granvia Preserve – Preliminary Plat/PUD Development Narrative 8 Builders Within Granvia Preserve, home construction will be led by Creative Homes, a trusted builder known for quality craftsmanship and thoughtful design. Their involvement will ensure a cohesive neighborhood with well-designed homes that support the overall vision and long-term value of the development. Granvia Preserve – Preliminary Plat/PUD Development Narrative 9 Conceptual Design Precedents Granvia Preserve – Preliminary Plat/PUD Development Narrative 10 Granvia Preserve – Preliminary Plat/PUD Development Narrative 11 About Us The TCLD team has experience in every facet of Twin Cities real estate development, investment, and management. The project team has developed thousands of single-family and multi-family lots, establishing itself as the most prominent local lot developer in the Twin Cities. As a trusted residential developer, our track record speaks for itself. Over the years, we have successfully brought numerous developments to life, earning a reputation for integrity, reliability, and exceptional results. Our diverse portfolio showcases our ability to adapt to evolving market trends and deliver developments that stand the test of time. Local Development Experience Granvia Preserve – Preliminary Plat/PUD Development Narrative 12 DEVELOPMENT TEAM Developer/Contract Buyer: TCLD Land Holdings, LLC 4800 Olson Memorial Highway, Suite 100 Golden Valley, MN 55422 Ben Schmidt, President Ben@TCLandDev.com (612) 716-3047 Ashley D’Alessandro Ashley@TCLandDev.com (651) 587-7983 Civil Engineer: Larson Engineering Mitch Honsa mhonsa@larsonengr.com (651) 448-0931 Surveyor: Cornerstone Surveying, Inc. Dan Thurmes dan@cssurvey.net (651)275-8969 Wetland Biologist: Kjolhaug Environmental Melissa Barrett melissa@kjolhaugenv.com (952) 401-8757 Forestry Arborist: Rehder Forestry Consulting Mark Rehder mark@rehderforestryconsulting.com (612) 760-3519 Landscape Architect: Dreamscapes Landscape Design Jim Kalkes Jimk@dreamscapesmn.com (612) 638-7944 Community Septic Designer: Stantec Eric Blazing Eric.blasing@stantec.com (651) 428-8038 PROJECT:VICINITY MAPINDEX OF DRAWINGSPROJECT CONTACTSDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - A Title Sheet.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:Project LocationXXX 50th Street NorthLake Elmo, MN 55042TITLE SHEETTCALL BEFORE YOU DIG!TWIN CITY AREA:TOLL FREE:1-800-252-1166651-454-0002Gopher State One CallCivil Engineer:Mitch Honsa, P.E.Larson Engineering, Inc.3524 Labore RoadWhite Bear Lake, MN 55110Tel: 651.481.9120Land Surveyor:Dan Thurmes, P.S.Cornerstone Land Surverying, Inc.1970 Northwestern Ave, Suite 200Stillwater, MN 55082Tel: 651.275.8969T--C000C010C020C030C040C100C101-C108C200C201-C208C300C400C401-C408C500C501-C508C600C601-C608C700-C708L1.0L1.1L1.2TP1.0-TP1.3IR-01Title SheetSurvey Existing Conditions (3 Sheets)Preliminary Plat (2 Sheets)Overall Site Plan with ZoningSite ConstraintsExisting Site Drainage PatternsProposed Site Drainage PatternsWetland Buffer MitigationOverall Existing Conditions and Demolition PlanExisting Conditions and Demolition PlanOverall Lighting, Signage, and Site PlanLighting, Signage, and Site PlanTypical SectionOverall Street and Storm Sewer PlanStreet and Storm Sewer PlanOverall Sanitary Sewer and Watermain PlanSanitary Sewer and Watermain PlanOverall Grading and Erosion Control PlanGrading and Erosion Control PlanDetailsLandscape PlanLandscape DetailsTypical Lot Landscape PlanTree Preservation PlanIrrigation and Re-use Plan1.2020 Edition of the MnDot Standard Specifications forConstruction.2.City of Lake Elmo Engineering Design and ConstructionStandards Manual for Public Improvements and PrivateDevelopments, January 2022.GOVERNING SPECIFICATIONSLandscape Architect:Jim Kalkes, R.L.ADreamscapes Landscaping & Design, Inc.7087 20th Ave SouthCenterville, MN 55038Tel: 651.415.1000Geotechnical Engineer:Colby Verdegan, P.S.Chosen Valley Testing, Inc.245 East Roselawn Ave, Suite 29St. Paul, MN 55117Tel: 651.756.7384TWIN CITIES LAND DEVELOPMENTGOLDEN VALLEY, MN 55422Developer:Ben SchmidtTwin Cities Land Development4800 Olson Memorial Highway, Suite 100Golden Valley, MN 55422THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY C. 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5AN*E 5E9,6,ON6 'A7E5E9,6,ON35E/,0,NA5< ,668E6+EE7 6+EE7 7+E 8N'E5*5O8N' 87,/,7,E6 6+O:N +A9E %EEN /O&A7E' )5O0 ),E/'6859E< ,N)O50A7,ON AN' EX,67,N* '5A:,N*6 7+E 6859E<O5 0A.E6 NO*8A5AN7EE 7+A7 7+E 8N'E5*5O8N' 87,/,7,E6 6+O:N &O035,6E A// 68&+87,/,7,E6 ,N 7+E A5EA E,7+E5 ,N 6E59,&E O5 A%AN'ONE' 7+E 6859E<O5)857+E5 'OE6 NO7 :A55AN7 7+A7 7+E 8N'E5*5O8N' 87,/,7,E6 6+O:NA5E ,N 7+E EXA&7 /O&A7,ON ,N',&A7E' A/7+O8*+ +E 'OE6 &E57,)< 7+A77+E< A5E /O&A7E' A6 A&&85A7E/< A6 3O66,%/E )5O0 7+E ,N)O50A7,ONA9A,/A%/E 7+,6 6859E< +A6 NO7 3+<6,&A//< /O&A7E' 7+E 8N'E5*5O8N'87,/,7,E6 *O3+E5 67A7E ONE &A// /O&A7E 7,&.E7 N80%E5 6O0E 0A36 :E5E 5E&E,9E' :+,/E O7+E5 87,/,7,E6 ',' NO7 5E63ON' 7O7+E /O&A7E 5E48E67 A'',7,ONA/ 87,/,7,E6 O) :+,&+ :E A5E 8NA:A5E0A< EX,67)/OO' ,N)O50A7,ON 3O57,ON6 O) 7+,6 35O3E57< /,E6 :,7+,N ZONE AA5EA6 'E7E50,NE' 7O %E :,7+,N 7+E ANN8A/ &+AN&E)/OO'3/A,N O7+E5 A5EA6 A5E /O&A7E' ,N ZONE X A5EA6'E7E50,NE' 7O %E O876,'E 7+E ANN8A/ &+AN&E)/OO'3/A,N A6 6+O:N ON )E0A )/OO' ,N685AN&E 5A7E 0A3N80%E5 &E +A9,N* AN E))E&7,9E 'A7E O))E%58A5< 5' )/OO' /,NE 6+O:N ON 6859E< 3E5',*,7A/ ,N)O 35O9,'E' %< )E0A NO7 ),E/' 9E5,),E'ZONE AZONE X'ENO7E6 )E0A )/OO' )/OO' +AZA5'/,NE 3E5 ',*,7A/ ),50 'A7A O%7A,NE')5O0 7+E )E0A :E%6,7E O3N 7+E :E7/AN'6 A6 6+O:N +E5EON:E5E 'E/,NEA7E' %< .-O/+A8*EN9,5ON0EN7A/ 6E59,&E6 AN' ),E/'/O&A7E' ON A8*867 7+ %<O7+E56 'A7E O) /*8 'E&,6,ON :E7/AN' %8))E5 A5EA %< O7+E56&ON7A&7 35E/,0,NA5< 3/A7*5AN9,A35E6E59E7:,N &,7,E6 /AN' 'E9E/O30EN7AVKOH\ ' AOHVVDQGUR OOVRQ 0HPRULDO +LJKZD\6XLWH *ROGHQ 9DOOH\ 0N 6859E< ),E/' :O5. :A6 3E5)O50E' '85,N* :,N7E5&ON',7,ON6 :,7+ 6NO:,&E &O9E5 E9E5< E))O57:A6 0A'E 7O /O&A7E 9,6,%/E ,035O9E0EN76A'',7,ONA/ ,035O9E0EN76 7+A7 :E5E NO7 9,6,%/EA7 7+E 7,0E O) 6859E< ),E/' :O5. 0A< EX,67 7+A77+E 6859E<O5 ,6 8NA:A5E O) 50th St.Stillwater Blvd.54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHSTILLWATER BOULEVARD NORTHOUTLOT FOUTLOT ATHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C000 Overall Site Plan With Zoning.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:OVERALL SITEWITH ZONINGC0000NORTH100200400Browns CreekValley BranchRR - Rural ResidentialA - AgriculturalPF - Public FacilitiesR2 - One & Two-Family ResidentialLC - Limited CommercialOP - Open SpaceLEGEND 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.8934930920920920910914924920914912914920920910904902900900898894892 910 920926920910908892 920 916920916910 900896898900910920 930926928928924926924920920930922922910900896926920910920900 892928 920936 934930 930 920920926930940950960942940 918920930940928926956950958 964960950944946 940950 952954940950950 960970974950960942940940928930928 930938934940932 932940960930930930934924920912 914920924920914908910 912908898900910916916916918910922920930916920902902898900920FEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAIN50TH STREET N.DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C010 Site Constraints.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:SITE CONSTRAINTSC010SYMBOL LEGENDEXISTING WETLANDSNORTHERN NATURAL GAS PIPELINESLOPES 33% OR GREATERSLOPES 15% TO 33%FEMA FLOOD PLAINDWSMA WELLHEAD PROTECTION AREA0NORTH75150300 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT BOUTLOT G1LINDEN TRAIL NORTHOUTLOT FOUTLOT ATHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=STMHRIM=922.8INLET=922.2INV=918.46(DIRTFILLED)12"RCPFE=918.0STMHRIM=901.7INLET=900.6INV=895.8(DIRT FILLED)15"RCPFE=894.918"RCPFE=895.0STMHRIM=901.7INLET=900.9INV=894.415"RCPFE=897.8STMHRIM=901.6INLET=900.8INV=898.315"RCPFE=896.515"RCPFE=895.4STMHRIM=901.7INLET=901.0INV=896.2CBRIM=902.9INV=896.0 EINV=897.8 SINV=896.8 WCBRIM=903.4INV=899.418"HDPEFE=901.815"RCPFE=908.4STMHRIM=912.8INLET=912.1INV=909.1STMHRIM=912.8INLET=912.1INV=908.718"CMPFE=918.218"CMPFE=918.218"CMPFE=919.618"CMPFE=919.818"HDPEFE=895.812"RCP15"RCP15"RCP12"RCP12"RCP12"RCPFE=932.412"RCPFE=930.0934930920920920910914924920914912914920920910904902900900898894892 910 920926920910908892 920 916920916910 900896898900910920 930926928928924926924920920930922922910900896926920910920900 892928 920936 934930 930 920920926930940950960942940 918920930940928926956950958 964960950944946 940950 952954940950950 960970974950960942940940928930928 930938934940932932 940960930930930934924920912 914920924920914908910 91290889890091091691691691891092292093091692090290289890092050TH STREET N.DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C020 Existing Site Drainage Patterns.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:EXISTING SITEDRAINAGEPATTERNSC0200NORTH75150300SYMBOL LEGENDGOETSCHEL POND DRAINAGE WAYWETLAND BOUNDARYDRAINAGE ARROW 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT BOUTLOT G1LINDEN TRAIL NORTHOUTLOT FOUTLOT ATHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.934930920920920910914924920914912914920920910904902900900898894892 910 920926920910908892 920 916920916910 900896898900910920 930926928928924926924920920930922922910900896926920910920900 892928 920936 934930 930 920920926930940950960942940 918920930940928926956950958 964960950944946 940950 952954940950950 960970974950960942940940928930928 930938934940932932 940960930930930934924920912 914920924920914908910 91290889890091091691691691891092292093091692090290289890092050TH STREET N.LILY AVE N.RQ FB: 923.4HWL: 921.4RQ FB: 923.4HWL: 921.4SAN-46RIM: 925.20INV: 919.89 8" PVC (SE)SAN-6RIM: 928.22INV: 913.88 8" PVC (SE)INV: 913.78 8" PVC (W)DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C030 Proposed Site Drainage Patterns.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:PROPOSED SITEDRAINAGEPATTERNSC0300NORTH75150300SYMBOL LEGENDGOETSCHEL POND DRAINAGE WAYWETLAND BOUNDARYDRAINAGE ARROW 25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARYLINDEN 50TH STREET N.TAMARAK FARM ESTATESOUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILOUTLOT BMANNING AVE. N.WETLAND #11MANAGE 1AREA=220,569 SQ.FT.VBWD EXST-HWL: 894.70LARSON EXST-HWL: 896.86WETLAND #3MANAGE 1AREA=113,741 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77WETLAND #4MANAGE PRESERVEAREA=220,225 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 914.16WETLAND #5MANAGE 1AREA=72,413 SQ.FT.VBWD EXST-HWL: 929.00LARSON EXST-HWL: 928.87WETLAND #10MANAGE 2AREA=27,798 SQ.FT.VBWD EXST-HWL: 918.30LARSON EXST-HWL: 917.57WETLAND #8MANAGE 2AREA=1,253 SQ.FT.VBWD EXST-HWL: 921.40LARSON EXST-HWL: 919.90WETLAND #7MANAGE 2AREA=24,202SQ.FT.VBWD EXST-HWL: 921.40LARSON EXST-HWL: 919.90WETLAND #9MANAGE 2AREA=2,760 SQ.FT.VBWD EXST-HWL: 945.40LARSON EXST-HWL: 945.55WETLAND #6MANAGE 2AREA=8,127 SQ.FT.VBWD EXST-HWL: 945.30LARSON EXST-HWL: 944.11WETLAND #2MANAGE 1AREA=29,573 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77WETLAND #1MANAGE 1AREA=53,117 SQ.FTVBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.7750TH STREET N.25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER25' MIN BUFFER54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARYLINDEN 50TH STREET N.TAMARAK FARM ESTATESOUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILOUTLOT BMANNING AVE. N.WETLAND #11MANAGE 1AREA=220,569 SQ.FT.VBWD EXST-HWL: 894.70LARSON EXST-HWL: 896.86WETLAND #3MANAGE 1AREA=113,741 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77WETLAND #4MANAGE PRESERVEAREA=220,225 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 914.16WETLAND #5MANAGE 1AREA=72,413 SQ.FT.VBWD EXST-HWL: 929.00LARSON EXST-HWL: 928.87WETLAND #10MANAGE 2AREA=27,798 SQ.FT.VBWD EXST-HWL: 918.30LARSON EXST-HWL: 917.57WETLAND #8MANAGE 2AREA=1,253 SQ.FT.VBWD EXST-HWL: 921.40LARSON EXST-HWL: 919.90WETLAND #7MANAGE 2AREA=24,202SQ.FT.VBWD EXST-HWL: 921.40LARSON EXST-HWL: 919.90WETLAND #9MANAGE 2AREA=2,760 SQ.FT.VBWD EXST-HWL: 945.40LARSON EXST-HWL: 945.55WETLAND #6MANAGE 2AREA=8,127 SQ.FT.VBWD EXST-HWL: 945.30LARSON EXST-HWL: 944.11WETLAND #2MANAGE 1AREA=29,573 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77WETLAND #1MANAGE 1AREA=53,117 SQ.FTVBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.7750TH STREET N.DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C040 Buffer Mitigation.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:CONCEPTUAL -WETLAND BUFFERMITIGATION PLANC040SCALE: 1" = 200'PROPOSED BUFFER0NORTH100200400PROPOSED BUFFER LEGENDPROPOSED BUFFERDELINEATED WETLANDWETLAND BUFFERSCALE: 1" = 200'AVERAGE BUFFER REQUIREDAVERAGE BUFFER LEGENDAVERAGE REQUIRED BUFFERDELINEATED WETLANDWETLAND BUFFERWetland Buffer Info:Minimum = 25'Average = Depends on classification of WetlandWetland Buffers are to be planted with nativevegetation and delineated with signsWetland 1:Class: Manage 1Average Buffer = 75'Required Buffer = 73,733 SFProvided Buffer Area = 116,274 SFWetland 2:Class: Manage 1Average Buffer = 75'Required Buffer = 59,707 SFProvided Buffer Area = 76,509 SFWetland 3:Class: Manage 1Average Buffer = 75'Required Buffer = 102,092 SFProvided Buffer Area = 130,915 SF Wetland 4:Class: PreserveAverage Buffer = 100'Required Buffer = 102,005 SFProvided Buffer Area = 102,231 SFWetland 5:Class: Manage 1Average Buffer = 75'Required Buffer = 64,488 SFProvided Buffer Area = 67,321 SFWetland 6:Class: Manage 2 (Under Review)Average Buffer = 50'Required Buffer = 21,397 SFProvided Buffer Area = 22,117 SFWetland 7:Class: Manage 2Average Buffer = 50'Required Buffer = 38,900 SFProvided Buffer Area = 47,502 SFWetland 8:Class: Manage 2Average Buffer = 50'Required Buffer = 11,205 SFProvided Buffer Area = 11,380 SFWetland 9:Class: Manage 2 (Under Review)Average Buffer = 50'Required Buffer = 13,458 SFProvided Buffer Area = 16,725 SFWetland 10:Class: Manage 2Average Buffer = 50'Required Buffer = 42,977 SFProvided Buffer Area = 47,012 SFWetland 11:Class: Manage 1Average Buffer = 75'Required Buffer = 97,918 SFProvided Buffer Area = 116,707 SFWetland 12:De Minimis (To be removed)Wetland 13:De Minimis (To be removed) WETLAND #12N & 12SDE MINIMIS WETLAND, TO BEREMOVEDAREA=697 SQ.FT.WETLAND #13DE MINIMIS WETLAND,TO BE REMOVEDAREA=707 SQ.FT.936 934948948 944944 944 944944944914914 914914914 914914916 916916 916916916 916916916924 942 904 906908 912938 914918918918918918918 918918 918918 918 918918918918 918918918918922922922922 922 922922922922922924924 924924924924924 924924924926926 926926926926926926 926926926928928 928928928928928928928928928932 928928926926926926926 926924924924924 924924 924922 922922922922 918 916 916916916916916916916916916 916 914 914914914914914914914912 912 912912912 912912912908 908908908908 908906 906906906906904 904 904904904902 902902902 902922898 898 898 896896896894 894894892 892892926928924924922922 922 922 922922922922922924924924 924924924924926926 926 926926926926 926926922922922 928928928 928928 928932932932932 908908908934906 906906924934934 926 908 928936904904904902902902898898896896908908912936912916 934932932932 932932932932932932932898934934934 934934934934934934916918918918918918918918936936936936 936936936936936936938938938938 938938938938916938918916916936916916916914914914914922926926942942 942 942 942912946946 946946946948948 922922922952 952 924954954956 956928928 958958918962962 918924926926926 964964 924948948 916952 952952966966 954954954954918916918918916916956914914914952912968968 908908954958906904956944942946 972944942 974962964926 944956 956932934964966964962 912 912912912 912912 962964966964934 932956 956944926 964962974942 944972946 942944956904906958954908908968968 912952914914914956916916918918916918954954954954966966 952952952916 948948 924964964 926926926 924918962962 918958958928928 956956954954 924952952 922922 922948948 946946 946946946912942942 942 942 942926926912912922914914914914916916916936916916918916938938938938 938938936936936 936936936918918918918918918916934934934 934934934898932932932 932932932934916912936912908908 896896898898902902902904904904936928908 926 934934 924906 906906934908908908932932932932 912 912912912 912912 928928928 928928 922922922 926926926 926 926926926926 924924924 924924924922922 922 922 922922922924924 928926 892 892892894 894894896896896898 898 898 922902 902902902 902904 904 904904906 906906906908 908908908908 912 912 912912912 912914 914914914914914916 916 916916916916916916918922922922924924924924926926926928932928928928928928 928928928928928926926 926926926926926926 926924924 924924924924924 924924924922922 922922922 922922922922922918 918918 918 918918918918 918918918918918918918918914938912 908906904 942 924 916 916916 916916916 916916916914914 914914914 914914944944 944 944944944948948 934936 928 926924922920936 902 922 924 926 928 930 920 922924926928948946944942948950952954934936932930928934932934936938934936926932932934 936952 954 956 958 960 962 964 966 95295495695895054OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAIL=ONE A=ONE ;=ONE A =ONE ; =ONE A=ONE ; =ONE A =ONE ; =ONE A =ONE ;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.8WETLAND #11MANAGE 1AREA=220,569 SQ.FT.VBWD EXST-HWL: 894.70LARSON EXST-HWL: 896.86WETLAND #3MANAGE 1AREA=113,741 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77WETLAND #4MANAGE PRESERVEAREA=220,225 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 914.16WETLAND #5MANAGE 1AREA=72,413 SQ.FT.VBWD EXST-HWL: 929.00LARSON EXST-HWL: 928.87WETLAND #10MANAGE 2AREA=27,798 SQ.FT.VBWD EXST-HWL: 918.30LARSON EXST-HWL: 917.57WETLAND #8MANAGE 2AREA=1,253 SQ.FT.VBWD EXST-HWL: 921.40LARSON EXST-HWL: 919.90WETLAND #7MANAGE 2AREA=24,202SQ.FT.VBWD EXST-HWL: 921.40LARSON EXST-HWL: 919.90WETLAND #9MANAGE 2AREA=2,760 SQ.FT.VBWD EXST-HWL: 945.40LARSON EXST-HWL: 945.55WETLAND #6MANAGE 2AREA=8,127 SQ.FT.VBWD EXST-HWL: 945.30LARSON EXST-HWL: 944.11WETLAND #2MANAGE 1AREA=29,573 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77WETLAND #1MANAGE 1AREA=53,117 SQ.FTVBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77FEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINFEMA FLOOD PLAINWETLAND #13DE MINIMIS WETLAND,TO BE REMOVEDAREA=707 SQ.FT.WETLAND #12N & 12SDE MINIMIS WETLAND,TO BE REMOVEDAREA=697 SQ.FT.50TH STREET N.4412151214444433333333333331278682137SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAINREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:C100OVERALL EXISTINGCONDITIONS ANDDEMOLITION PLAN1.Verify all existing utility locations.2.It is the responsibility of the Contractor to perform or coordinate all necessaryutility demolitions and relocations from existing utility locations to all onsiteamenities and buildings. These connections include, but are not limited to,water, sanitary sewer, cable tv, telephone, gas, electric, site lighting, etc.3.Prior to beginning work, contact Gopher State Onecall (651-454-0002) tolocate utilities throughout the area under construction. The Contractor shallretain the services of a private utility locator to locate the private utilities.4.Sawcut along edges of pavements, sidewalks, and curbs to remain.5.All construction shall be performed in accordance with state and localstandard specifications for construction.0NORTH75150300ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKDEMOLITION NOTES 944944914916918922922 922922922924924924924924926926926 928928928928922922924924926926928932932932934934918918918918918918918936936938 938916916916916916914914914914922926926942 942912946922922922924918918924924948916 952952954918916918918916916956914914914912908958906904944942962964926 956 932934966 912 966934 932956 926 964962942944904906958908912914914914956916916918918916918954952952916 948924924918918924922922922946912942 942926926912912922914914914914916916916916916938 938936936918918918918918918934934932932932912 928926926924924922928928928928926926926 924924924924924922922 922922922918916914944944920 922924926928OUTLOT DST. CROX SANCTUARYWETLAND #10MANAGE 2AREA=27,798 SQ.FT.VBWD EXST-HWL: 918.30LARSON EXST-HWL: 917.57WETLAND #8MANAGE 2AREA=1,253 SQ.FT.VBWD EXST-HWL: 921.40LARSON EXST-HWL: 919.90WETLAND #7MANAGE 2AREA=24,202SQ.FT.VBWD EXST-HWL: 921.40LARSON EXST-HWL: 919.90WETLAND #9MANAGE 2AREA=2,760 SQ.FT.VBWD EXST-HWL: 945.40LARSON EXST-HWL: 945.55433333MATCH LINE - SEE SHEET C101MATCH LINE - SEE SHEET C102MATCH LINE - SEE SHEET C101MATCH LINE - SEE SHEET C104354OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.850TH STREET N.SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAIN1.See sheet C100 for Demolition notes.DEMOLITION NOTESREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C101EXISTINGCONDITIONS ANDDEMOLITION PLANNOT TO SCALEKEY PLANC101NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK WETLAND #13DE MINIMIS WETLAND,TO BE REMOVEDAREA=707 SQ.FT.948948 944 944914916 916918 918918922 922922922924 924924924926 926926928 928928908906904902932 932932898934 934934916918936 936936936938938938916918926926942 946946922952 954 956958962964 948952952966 954954956952968968 954958944942946 972974962964944966912 966944964962974972946 942944958954968968 952956954954966 952952948964 962 958956954 952 922946946942 926926918916938938936 936936918916934 934934898932 932932902904906908912 928 928928926 926926924 924924924922 922922922918 918918916 916914944 944948948 948946944942948950952954932934936938952954956958950ST. CROX SANCTUARYOUTLOT CST. CROX SANCTUARYFEMA FLOOD PLAINFEMA FLOOD PLAINWETLAND #6MANAGE 2AREA=8,127 SQ.FT.VBWD EXST-HWL: 945.30LARSON EXST-HWL: 944.11WETLAND #24433333333333MATCH LINE - SEE SHEET C101MATCH LINE - SEE SHEET C102MATCH LINE - SEE SHEET C102MATCH LINE - SEE SHEET C103MATCH LINE - SEE SHEET C102MATCH LINE - SEE SHEET C105MATCH LINE - SEE SHEET C101MATCH LINE - SEE SHEET C10454OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.850TH STREET N.SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAIN1.See sheet C100 for Demolition notes.DEMOLITION NOTESREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C102C102NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKEXISTINGCONDITIONS ANDDEMOLITION PLAN 934944944 924926926928928932 932932932932934934934936936936936936936938938938938938936942942 946946 948948 952952954 954956 956928928 958958962962 926926926 964964 966966968968972974974972968968 966966964 964 926926926 962962 958958928928 956956954954952 952948948 946946 942942 936938938936936934934932932932928926924944944 934936948946944942948950952954934936932930928932934936938934936926932932934 936952 954 956 958 960 962 964 966 952954956958950ST. CROX SANCTUARYLINDEN AVE. N. CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.12"RCPFE=932.412"RCPFE=930.0FEMA FLOOD PLAINWETLAND #5MANAGE 1AREA=72,413 SQ.FT.VBWD EXST-HWL: 929.00LARSON EXST-HWL: 928.873333MATCH LINE - SEE SHEET C102MATCH LINE - SEE SHEET C103MATCH LINE - SEE SHEET C103MATCH LINE - SEE SHEET C10654OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.850TH STREET N.SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAIN1.See sheet C100 for Demolition notes.DEMOLITION NOTESREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C103C103NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKEXISTINGCONDITIONS ANDDEMOLITION PLAN 914914916 916918 918 918918918 918918 916 916916916916 914 914914914912 912912 908 908906 906904 904902 902898 896894 892 922 922 922922922922924924 924924924926926 926 926926926926926928928928 928928 928932932932932 934934934 936936 934918918916912912 916918934936 936934934 934932932932932 912912 928928928 928928 926926 926 926926926926924924 924924922 922 922922922892 894 896898 902 902904 904906 906908 908912 912912 914 914914914916 916916916918 918 918918918 918916916914914 902 922 924 926 928 930 920 922924926928FEMA FLOOD PLAINFEMA FLOOD PLAIN443444MATCH LINE - SEE SHEET C104MATCH LINE - SEE SHEET C107MATCH LINE - SEE SHEET C104MATCH LINE - SEE SHEET C105MATCH LINE - SEE SHEET C101MATCH LINE - SEE SHEET C10454OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.850TH STREET N.SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAIN1.See sheet C100 for Demolition notes.DEMOLITION NOTESREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C104NOT TO SCALEKEY PLANC104NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKEXISTINGCONDITIONS ANDDEMOLITION PLAN 914 914914914 914916916 916916916 916916918918918918918918 918 918922928926926924924924922922922916914922 922926926922922922 928 932 908908934906 906924926 908 928904904904902902902898898896896908908916932898934916918936916918912 912912912 912912 918916918916898916908908896896898898902902902904904904928908 926 924906 906934908908932 912 912912912 912912 928 922922922 926926922 922914916922922922924924924926926928922918918 918 918918918918918916916 916916916 916916914 914914914 9149329349369382212TAMARAK FARM ESTATESFEMA FLOOD PLAINFEMA FLOOD PLAINWETLAND #3MANAGE 1AREA=113,741 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77WETLAND #2MANAGE 1AREA=29,573 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.77WETLAND #1MANAGE 1AREA=53,117 SQ.FTVBWD EXST-HWL: 917.20LARSON EXST-HWL: 912.774443333MATCH LINE - SEE SHEET C105MATCH LINE - SEE SHEET C108MATCH LINE - SEE SHEET C105MATCH LINE - SEE SHEET C106MATCH LINE - SEE SHEET C104MATCH LINE - SEE SHEET C105MATCH LINE - SEE SHEET C102MATCH LINE - SEE SHEET C105MATCH LINE - SEE SHEET C101MATCH LINE - SEE SHEET C10454OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.850TH STREET N.SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAIN1.See sheet C100 for Demolition notes.DEMOLITION NOTESREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C105C105NORTHNOT TO SCALEKEY PLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKEXISTINGCONDITIONS ANDDEMOLITION PLAN 914914916916918918922922924924926926928924922908908912912932932934934936936938936 912936912912908908 912922924928926924924922922918918916916914914936934936932930928934932934936938OUTLOT A2211TAMARAK FARM ESTATESFEMA FLOOD PLAINFEMA FLOOD PLAINWETLAND #4MANAGE PRESERVEAREA=220,225 SQ.FT.VBWD EXST-HWL: 917.20LARSON EXST-HWL: 914.16333MATCH LINE - SEE SHEET C105MATCH LINE - SEE SHEET C106MATCH LINE - SEE SHEET C103MATCH LINE - SEE SHEET C10654OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.850TH STREET N.SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAIN1.See sheet C100 for Demolition notes.DEMOLITION NOTESREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C106NOT TO SCALEKEY PLANC106NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKEXISTINGCONDITIONS ANDDEMOLITION PLAN 924 904 906908912 914918 918916916916914914914912912912908908908906906904902902902 922898898896896894894892 892892926922924926926924922926 892 892892894894896896898898922902902902904 906906908908908 912 912912914914914916916916 918918914 912 908906904 924 50TH STREET N.OUTLOT BOUTLOT GLILYAVE N.=ONE A=ONE ; =ONE A =ONE ;STMHRIM=901.7INLET=900.6INV=895.8(DIRT FILLED)15"RCPFE=894.918"RCPFE=895.0STMHRIM=901.7INLET=900.9INV=894.415"RCPFE=897.8STMH15"RCPFE=896.515"RCPFE=895.4STMHRIM=901.7INLET=901.0CBRIM=902.9CBRIM=903.418"HDPEFE=901.815"RCPFE=908.4STMHRIM=912.8INLET=912.1INV=909.1STMHRIM=912.8INLET=912.1INV=908.718"CMPFE=918.218"CMPFE=918.218"CMPFE=919.618"CMPFE=919.818"HDPEFE=895.812"RCP15"RCP15"RCP12"RCPFEMA FLOOD PLAINWETLAND #11MANAGE 1AREA=220,569 SQ.FT.VBWD EXST-HWL: 894.70LARSON EXST-HWL: 896.86667788121266MATCH LINE - SEE SHEET C104MATCH LINE - SEE SHEET C107MATCH LINE - SEE SHEET C107MATCH LINE - SEE SHEET C10854OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.850TH STREET N.SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAIN1.See sheet C100 for Demolition notes.DEMOLITION NOTESREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C107NOT TO SCALEKEY PLANC107NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKEXISTINGCONDITIONS ANDDEMOLITION PLAN WETLAND #12N & 12SDE MINIMIS WETLAND, TO BEREMOVEDAREA=697 SQ.FT.918918918928926926926 926924 924924 924 922922 916916916916914914914914912 912912912908908 908906906904 904904902902928924924926926924924928 902902 904 904906908908 912 912914914916916924 926918928 9269249229204OUTLOT COUTLOT D22233TAMARAK FARM ESTATESOUTLOT GTHE FIELDS OF ST. CROIXLINDENTRAIL=ONE A=ONE ;STMHRIM=923.0INLET=922.2INV=STMHRIM=922.8INLET=922.2INV=918.46(DIRTFILLED)12"RCPFE=918.0INLET=900.6(DIRT FILLED)STMHRIM=901.7INLET=900.9INV=894.415"RCPFE=897.8STMH15"RCPFE=896.5INLET=901.015"RCP12"RCP12"RCPFEMA FLOOD PLAIN50TH STREET N.2111521678126MATCH LINE - SEE SHEET C105MATCH LINE - SEE SHEET C108MATCH LINE - SEE SHEET C107MATCH LINE - SEE SHEET C10854OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.STMHRIM=923.0INLET=922.2INV=15"RCPFE=897.815"RCPFE=896.515"RCPFE=895.418"HDPEFE=895.850TH STREET N.SYMBOL LEGENDREMOVE AND DISPOSE OFBITUMINOUS PAVEMENT SECTIONCLEAR AND GRUB EXISTING TREES, UNDERBUSH,AND STUMPSKEY NOTESSANITARY SEWER PIPESTORM SEWER PIPEWATERMAIN PIPECOMMUNICATIONS UNDERGROUND LINEELECTRIC OVERHEAD LINEELECTRIC UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEGAS UNDERGROUND LINEFENCEREMOVE AND DISPOSE OFEXISTING FENCEEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLANDFEMA FLOOD PLAIN1.See sheet C100 for Demolition notes.DEMOLITION NOTESREMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION.REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER.CLEAR AND GRUB EXISTING TREES, UNDERBUSH, AND STUMPS.CONFIRM LOCATION WITH LANDSCAPE PLANS.REMOVE AND DISPOSE OF EXISTING FENCE AND ANY RELATEDFOOTING .REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURE.REMOVE FLARED END SECTIONRELOCATE UTILITY POLE (BY OTHERS)RELOCATE UTILITY PEDESTAL (BY OTHERS)23145678C108NOT TO SCALEKEY PLANC108NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKEXISTINGCONDITIONS ANDDEMOLITION PLANDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C100 Existing Conditions & Demo.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client: 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAIL=ONE A=ONE ;=ONE A =ONE ; =ONE A=ONE ; =ONE A =ONE ; =ONE A =ONE ;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.OUTLOT EOWNER: CITY OF LAKE ELMO69,113 SF (1.59 AC)OUTLOT JOWNER: CITY OF LAKE ELMO51,208 SF (1.18 AC)WETLAND #11WETLAND #1WETLAND #2WETLAND #3WETLAND #4WETLAND #5WETLAND #6WETLAND #9WETLAND #7WETLAND #8WETLAND #10LOT #223,655 SF(0.54 AC)LOT #122,683 SF(0.52 AC)LOT #322,664 SF(0.52 AC)LOT #419,713 SF(0.45 AC)LOT #520,026 SF(0.46 AC)LOT #619,591 SF(0.45 AC)LOT #722,238 SF(0.51 AC)LOT #827,126 SF(0.62 AC)OUTLOT GSEPTIC DRAIN FIELDOWNER: HOA166,780 SF (3.83 AC)LOT #126,335 SF(0.60 AC)LOT #222,200 SF(0.51 AC)LOT #322,200 SF(0.51 AC)LOT #422,200 SF(0.51 AC)LOT #521,033 SF(0.48 AC)LOT #617,893 SF(0.41 AC)LOT #717,931 SF(0.41 AC)LOT #121,073 SF(0.48 AC)LOT #225,187 SF(0.58 AC)LOT #324,756 SF(0.57 AC)LOT #116,439 SF(0.38 AC)LOT #216,000 SF(0.37 AC)LOT #316,000 SF(0.37 AC)LOT #416,000 SF(0.37 AC)LOT #523,768 SF(0.55 AC)LOT #633,616 SF(0.77 AC)LOT #117,293 SF(0.40 AC)LOT #123,139 SF(0.53 AC)LOT #1245,975 SF(1.06 AC)LOT #228,297 SF(0.65 AC)LOT #225,365 SF(0.58 AC)LOT #1365,358 SF(1.50 AC)LOT #330,622 SF(0.70 AC)LOT #1432,878 SF(0.75 AC)LOT #430,625 SF(0.70 AC)LOT #1617,400 SF(0.40 AC)LOT #530,625 SF(0.70 AC)LOT #1717,400 SF(0.40 AC)LOT #633,299 SF(0.76 AC)LOT #723,618 SF(0.54 AC)LOT #819,089 SF(0.44 AC)LOT #921,211 SF(0.49 AC)LOT #933,185 SF(0.76 AC)LOT #1026,383 SF(0.61 AC)LOT #1029,446 SF(0.68 AC)LOT #1124,012 SF(0.55 AC)LOT #1118,515 SF(0.43 AC)LOT #1220,314 SF(0.47 AC)LOT #1328,736 SF(0.66 AC)LOT #1423,958 SF(0.55 AC)LOT #1533,060 SF(0.76 AC)OUTLOT DOWNER: HOA82,837 SF (1.90 AC)OUTL O T H OWNE R: CI T Y O F L A K E E L M O 25,88 7 S F ( 0. 5 9 A C )OUTLOT BOWNER: CITY OF LAKE ELMO37,723 SF (0.87 AC)OUTLOT COWNER: HOA70,002 SF (1.61 AC)LOT #824,731 SF(0.57 AC)LOT #727,217 SF(0.62 AC)LOT #818,109 SF(0.42 AC)LOT #425,067 SF(0.58 AC)LOT #1817,400 SF(0.40 AC)LOT #916,815 SF(0.39 AC)LOT #1640,136 SF(0.92 AC)LOT #1019,623 SF(0.45 AC)LOT #1524,032 SF(0.55 AC)OUTLOT KOWNER: HOA460,375 SF (10.57 AC)OUTLOT FOWNER: HOA75,217 SF (1.73 AC)OUTLOT AOWNER: HOA770,191 SF (17.68 AC)OUTLOT IOWNER:HOA1,064,966 SF (36.84 AC)OUTLOT AOWNER: HOA770,191 SF (17.68 AC)OUTLOT LOWNER: CITY OF LAKE ELMO77,849 SF (1.79 AC)OUTLOT IOWNER:HOA1,064,966 SF (36.84 AC)BLOCK #1BLOCK #2BLOCK #3BLOC K # 3 BLOCK #4BLOCK #5BLOCK #6BLOCK #5BLOCK #6OUTLOT KOWNER: HOA460,375 SF (10.57 AC)100' NO BUILD BUFFER 100'NO BUILDBUFFER100' NO BUILD BUFFER 100'NO BUILDBUFFER100'NO BUILDBUFFER100' NO BUILD BUFFER 100'NO BUILDBUFFER150'120'880'615'DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:OVERALL SIGNAGE,LIGHTING, ANDSITE PLANC200SYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTIMPERVIOUS AREASROADWAY/TRAILS AREA:336,529 SF(7.73 AC)(7.02%)HOME & DRIVES AREA:573,304 SF(13.16 AC)(11.96%)TOTAL PROPOSED IMPERVIOUS:909,833 SF (20.89 AC)(18.99%)EASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINE0NORTH75150300PROJECT AREA CALCULATIONSTYPICAL SITE INFORIGHT-OF-WAY:60' WIDE R.O.W.ROADWAY 28' F-FSURMOUNTABLE CURBSIDEWALK/TRAIL: 8' BIT.LOTS:30' FRONT SETBACK15' SIDE SETBACKS20' REAR SETBACKLOT WIDTH MINIMUM 100'LOT DEPTH MINIMUM 160'PARKLAND TRAIL:30' LOT WIDTH10' TRAILWETLANDFURTHER COORDINATION TO BE HAD WITH THE CITY OF LAKEELMO TO DETERMINE A SUFFICIENT INTERSECTION DESIGNBETWEEN THE PROPOSED DEVELOPMENT AND 50TH STREET N.ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKTOTAL SITE AREA: 4,791,969 SF(110.01 AC)(100.00%)PUBLIC OPEN SPACE:OUTLOT A770,191 SF (17.68 AC)OUTLOT D 82,837 SF (1.90 AC)OUTLOT F75,217 SF (1.73 AC)OUTLOT G166,780 SF (3.83 AC)OUTLOT I1,064,966 SF (24.45 AC)OUTLOT K460,375 SF (10.57 AC)TOTAL: 2,451,303 SF(56.27 AC)STORMWATER:OUTLOT B37,723 SF (0.87 AC)OUTLOT C70,002 SF (1.61 AC)OUTLOT H25,887 SF(0.59 AC)OUTLOT L77,849 SF(1.79 AC)TOTAL: 211,461 SF(4.85 AC)NORTHERN NATURAL GAS ESMT(WITHIN OPEN SPACE):211,734 SF(4.86 AC)WETLANDS (WITHIN OPEN SPACE):WETLAND 153,117 SF(1.22 AC)WETLAND 229,573 SF (0.68 AC)WETLAND 3113,741 SF(2.61 AC)WETLAND 4220,225 SF (5.06 AC)WETLAND 572,413 SF(1.66 AC)WETLAND 68,127 SF(0.19 AC)WETLAND 724,202 SF(0.56 AC)WETLAND 81,253SF(0.03 AC)WETLAND 92,760SF(0.06 AC)WETLAND 1027,798 SF(0.64 AC)WETLAND 11220,569 SF(5.06 AC) TOTAL: 773,778 SF(17.76 AC)TOTAL OPEN SPACE:2,665,378 SF(61.19 AC)(55.62%)30' WIDE PARKLAND TRAIL:OUTLOT E69,113 SF (1.59 AC)OUTLOT J51,208 SF (1.18 AC)OUTLOT G (SEPTIC SYSTEM): 166,780 SF (3.83 AC)(3.48%)SINGLE FAMILY LOTS:AVERAGE LOT SITE25,013 SF (0.57 AC)MINIMUM LOT SIZE16,000 SF (0.37 AC)MAXIMUM LOT SIZE 65,358 SF(1.50 AC)58 RESIDENTIAL UNITS1,433,260 SF (32.90 AC)(29.91%)RESIDENTIAL UNIT DENSITY: 58 UNITS / 110.01 ACRES ≈ 0.53 UNITS PER ACRENEW RIGHT-OF-WAY:365,507 SF (8.39 AC)(7.63%)ADDITIONAL RIGHT-OF-WAY 50TH STREET:41,054 SF (0.94 AC)(0.86%)FEMA FLOOD PLAIN OUTLOT DST. CROX SANCTUARY26+0027+0028+0029+0030+0031+0032+0033+000+00 1+00 2+00 3+00 4+005+006+007+008+009+009+20WETLAND #9WETLAND #7WETLAND #8WETLAND #10BLOCK #4LOT #223,655 SF(0.54 AC)BLOCK #4LOT #122,683 SF(0.52 AC)BLOCK #3LOT #633,616 SF(0.77 AC)BLOCK #6LOT #117,293 SF(0.40 AC)BLOCK #5LOT #123,139 SF(0.53 AC)BLOCK #5LOT #225,365 SF(0.58 AC)OUTLOT H OWNE R: CI T Y O F L A K E E L M O 25,88 7 S F ( 0. 5 9 A C )BLOCK #3LOT #727,217 SF(0.62 AC)BLOCK #3LOT #818,109 SF(0.42 AC)BLOCK #3LOT #916,815 SF(0.39 AC)BLOCK #3LOT #1019,623 SF(0.45 AC)OUTLOT KOWNER: HOA460,375 SF (10.57 AC)OUTLOT AOWNER: HOA770,191 SF (17.68 AC)OUTLOT LOWNER: CITY OF LAKE ELMO77,849 SF (1.79 AC)30' BLDG SETB A C K30'BLDGSETBACK15'BLDGSETBACK15'BLDGSETBACK28'28'10' TRAIL30'TRAILESMT20' BLDGSETBACK100'NO BUILD BUFFER100' NO BUILD BUFFER 60' ROW 5' D&U ESMT10' D&U ESMT5' D&U ESMT10' D & U E S M T 10'D&UESMT15'BLDSETBACK30'BLDGSETBACK1B1B1B1C1C1C1C1C1C1C2220' BLD G SET B A C K60' ROWMATCH LINE - SEE SHEET C201MATCH LINE - SEE SHEET C202MATCH LINE - SEE SHEET C201MATCH LINE - SEE SHEET C2044C34A4C4C4C4C4C354OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.SYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLAND1KEY NOTESNEW CONCRETE CURB AND GUTTER, SEE DETAIL_A: B618 CURB AND GUTTER_B: B612 CURB AND GUTTER_C: SURMOUNTABLE GUTTERCURB TRANSITIONNEW LIGHT POLENEW SIGN, SEE DETAILS_A: STREET NAME AND STOP_B: LANE USE_C: NO PARKINGNEW ACCESSIBLE CURB RAMP, SEE DETAIL_A: PARALLEL RAMP_B: PERPENDICULAR RAMPNEW MODULAR BLOCK RETAINING WALL, SEE DETAILMONUMENT SIGN234567FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C201NOT TO SCALEKEY PLANC201NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSIGNAGE,LIGHTING, ANDSITE PLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.ST. CROX SANCTUARYOUTLOT CST. CROX SANCTUARY=ONE A=ONE ;30+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+00WETLAND #6BLOCK #5LOT #322,664 SF(0.52 AC)BLOCK #5LOT #419,713 SF(0.45 AC)BLOCK #5LOT #520,026 SF(0.46 AC)BLOCK #5LOT #619,591 SF(0.45 AC)BLOCK #5LOT #722,238 SF(0.51 AC)BLOCK #5LOT #827,126 SF(0.62 AC)BLOCK #6LOT #117,293 SF(0.40 AC)BLOCK #5LOT #123,139 SF(0.53 AC)BLOCK #6LOT #228,297 SF(0.65 AC)BLOCK #5LOT #225,365 SF(0.58 AC)BLOCK #6LOT #330,622 SF(0.70 AC)BLOCK #6LOT #430,625 SF(0.70 AC)BLOCK #6LOT #530,625 SF(0.70 AC)BLOCK #6LOT #633,299 SF(0.76 AC)BLOCK #6LOT #723,618 SF(0.54 AC)BLOCK #6LOT #819,089 SF(0.44 AC)BLOCK #6LOT #921,211 SF(0.49 AC)BLOCK #5LOT #933,185 SF(0.76 AC)BLOCK #5LOT #1026,383 SF(0.61 AC)BLOCK #5LOT #1118,515 SF(0.43 AC)BLOCK #5LOT #1220,314 SF(0.47 AC)OUTL O T H OWNE R: CI T Y O F L A K E E L M O 25,88 7 S F ( 0. 5 9 A C )OWNER: CITY OF LAKE ELMOOUTLOT KOWNER: HOA460,375 SF (10.57 AC)OUTLOT IOWNER: HOA1,064,966 SF (36.84 AC)OUTLOT JOWNER: CITY OF LAKE ELMO51,208 SF (1.18 AC)30' BLDG SETBACK 30' BLDG SETBACK 15'BLDGSETBACK15'BLDGSETBACK15'BLDGSETBACK15'BLDGSETBACKSETBACK 28' 10' TRAIL 10' TRAIL30' TRAIL ESMT 30'TRAILESMT20' BLDG SETBACK 100' NO BUILD BUFFER 60' ROW 5' D&U ESMT10' D&U ESMT 5' D&U ESMT10' D&U ESMT 10' D&U ESMT20' D&U ESMT5' D&U ESMT 20' D&U ESMT1B1C1C1C1C1C1C2MATCH LINE - SEE SHEET C201MATCH LINE - SEE SHEET C202MATCH LINE - SEE SHEET C202MATCH LINE - SEE SHEET C203MATCH LINE - SEE SHEET C202MATCH LINE - SEE SHEET C205MATCH LINE - SEE SHEET C201MATCH LINE - SEE SHEET C2044C4C4C4C4C3SYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLAND1KEY NOTESNEW CONCRETE CURB AND GUTTER, SEE DETAIL_A: B618 CURB AND GUTTER_B: B612 CURB AND GUTTER_C: SURMOUNTABLE GUTTERCURB TRANSITIONNEW LIGHT POLENEW SIGN, SEE DETAILS_A: STREET NAME AND STOP_B: LANE USE_C: NO PARKINGNEW ACCESSIBLE CURB RAMP, SEE DETAIL_A: PARALLEL RAMP_B: PERPENDICULAR RAMPNEW MODULAR BLOCK RETAINING WALL, SEE DETAILMONUMENT SIGN234567FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C202NOT TO SCALEKEY PLANNORTHC202ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSIGNAGE,LIGHTING, ANDSITE PLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.ST. CROX SANCTUARYLINDEN AVE. N. CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.41+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+00WETLAND #5BLOCK #6LOT #1245,975 SF(1.06 AC)BLOCK #6LOT #1365,358 SF(1.50 AC)BLOCK #6LOT #1432,878 SF(0.75 AC)BLOCK #6LOT #1617,400 SF(0.40 AC)BLOCK #6LOT #1717,400 SF(0.40 AC)BLOCK #6LOT #819,089 SF(0.44 AC)BLOCK #6LOT #921,211 SF(0.49 AC)BLOCK #5LOT #933,185 SF(0.76 AC)BLOCK #5LOT #1026,383 SF(0.61 AC)BLOCK #5LOT #1118,515 SF(0.43 AC)BLOCK #5LOT #1220,314 SF(0.47 AC)BLOCK #5LOT #1328,736 SF(0.66 AC)BLOCK #5LOT #1423,958 SF(0.55 AC)BLOCK #5LOT #1533,060 SF(0.76 AC)BLOCK #6LOT #1817,400 SF(0.40 AC)BLOCK #5LOT #1640,136 SF(0.92 AC)BLOCK #6LOT #1524,032 SF(0.55 AC)OUTLOT KOWNER: HOA460,375 SF (10.57 AC)OUTLOT IOWNER: HOA1,064,966 SF (36.84 AC)30'BLDGSETBACK30'BLDGSETBACK15' BLDG SETBACK 15' BLDG SETBACK 100' NO BUILD BUFFER 100'NO BUILD BUFFER20' D&U ESMT5' D&U ESMT 5' D&U ESMT10' D&U ESMT20' D&U ESMT10' D&U ESMT28'60' ROW28' 60' ROW 15' BLDG SETBACK 15' BLDG SETBACK 1C1C1C1C20'BLDGSETBACKMATCH LINE - SEE SHEET C202MATCH LINE - SEE SHEET C203MATCH LINE - SEE SHEET C203MATCH LINE - SEE SHEET C2064C4C4C4C4C3SYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLAND1KEY NOTESNEW CONCRETE CURB AND GUTTER, SEE DETAIL_A: B618 CURB AND GUTTER_B: B612 CURB AND GUTTER_C: SURMOUNTABLE GUTTERCURB TRANSITIONNEW LIGHT POLENEW SIGN, SEE DETAILS_A: STREET NAME AND STOP_B: LANE USE_C: NO PARKINGNEW ACCESSIBLE CURB RAMP, SEE DETAIL_A: PARALLEL RAMP_B: PERPENDICULAR RAMPNEW MODULAR BLOCK RETAINING WALL, SEE DETAILMONUMENT SIGN234567FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C203NOT TO SCALEKEY PLANNORTHC203ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSIGNAGE,LIGHTING, ANDSITE PLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.=ONE A =ONE ; =ONE A=ONE ;=ONE A=ONE ;14+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+000+00 BLOCK #2LOT #121,073 SF(0.48 AC)BLOCK #2LOT #225,187 SF(0.58 AC)LOT #324,756 SF(0.57 AC)BLOCK #3LOT #116,439 SF(0.38 AC)BLOCK #3LOT #216,000 SF(0.37 AC)BLOCK #3LOT #316,000 SF(0.37 AC)BLOCK #3LOT #416,000 SF(0.37 AC)BLOCK #3LOT #523,768 SF(0.55 AC)BLOCK #3LOT #633,616 SF(0.77 AC)OUTLOT H OWNE R: CI T Y O F L A K E E L M O 25,88 7 S F ( 0. 5 9 A C )OUTLOT BOWNER: CITY OF LAKE ELMO37,723 SF (0.87 AC)BLOCK #2LOT #425,067 SF(0.58 AC)OUTLOT FOWNER: HOA75,217 SF (1.73 AC)OUTLOT AOWNER: HOA770,191 SF (17.68 AC)OUTLOT AOWNER: HOA770,191 SF (17.68 AC)OUTLOT GSEPTIC DRAIN FIELDOWNER: HOA166,780 SF (3.83 AC)SETB A C K 30' BLDG SETB A C K 30' BLDGSETBACK28' 15' BLDG SETBACK 15' BLDG SETBACK 100'NO BUILD BUFFER60' ROW60' ROW 10' D & U E S M T 5' D&U ESMT10' D&U ESMT5' D&U ESMT 1B1B1B1C1C1B1B1B1C1C2226628'20' BLDG SETBACKMATCH LINE - SEE SHEET C204MATCH LINE - SEE SHEET C207MATCH LINE - SEE SHEET C204MATCH LINE - SEE SHEET C205MATCH LINE - SEE SHEET C201MATCH LINE - SEE SHEET C2044C4C4C4C4C4C4CSYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLAND1KEY NOTESNEW CONCRETE CURB AND GUTTER, SEE DETAIL_A: B618 CURB AND GUTTER_B: B612 CURB AND GUTTER_C: SURMOUNTABLE GUTTERCURB TRANSITIONNEW LIGHT POLENEW SIGN, SEE DETAILS_A: STREET NAME AND STOP_B: LANE USE_C: NO PARKINGNEW ACCESSIBLE CURB RAMP, SEE DETAIL_A: PARALLEL RAMP_B: PERPENDICULAR RAMPNEW MODULAR BLOCK RETAINING WALL, SEE DETAILMONUMENT SIGN234567FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C204NOT TO SCALEKEY PLANNORTHC204ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSIGNAGE,LIGHTING, ANDSITE PLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.2212TAMARAK FARM ESTATES=ONE A =ONE ;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;10+0011+0012+0013+0014+0015+00WETLAND #1WETLAND #2WETLAND #3BLOCK #1LOT #521,033 SF(0.48 AC)BLOCK #1LOT #617,893 SF(0.41 AC)BLOCK #1LOT #717,931 SF(0.41 AC)BLOCK #6LOT #921,211 SF(0.49 AC)BLOCK #6LOT #1029,446 SF(0.68 AC)OUTLOT DOWNER: HOA82,837 SF (1.90 AC)OUTL O T H OWNE R: CI T Y O F L A K E E L M O 25,88 7 S F ( 0. 5 9 A C )OUTLOT BOWNER: CITY OF LAKE ELMO37,723 SF (0.87 AC)BLOCK #1LOT #824,731 SF(0.57 AC)OUTLOT FOWNER: HOA75,217 SF (1.73 AC)OUTLOT IOWNER: HOA1,064,966 SF (36.84 AC)OUTLOT EOWNER: CITY OF LAKE ELMO69,113 SF (1.59 AC)100' NO BUILD BUFFER 100'NO BUILD BUFFER15' BLDGSETBACK15' BLDGSETBACK30'BLDGSETBACK60' ROW30'BLDGSETBACK10' TRAIL 30' TRAIL ESMT20' D&U ESMT1B1C1B2628'20'BLDGSETBACK5'D&U ESMT10'D&U ESMTMATCH LINE - SEE SHEET C205MATCH LINE - SEE SHEET C208MATCH LINE - SEE SHEET C205MATCH LINE - SEE SHEET C206MATCH LINE - SEE SHEET C204MATCH LINE - SEE SHEET C205MATCH LINE - SEE SHEET C202MATCH LINE - SEE SHEET C205MATCH LINE - SEE SHEET C201MATCH LINE - SEE SHEET C2044C4C34CSYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLAND1KEY NOTESNEW CONCRETE CURB AND GUTTER, SEE DETAIL_A: B618 CURB AND GUTTER_B: B612 CURB AND GUTTER_C: SURMOUNTABLE GUTTERCURB TRANSITIONNEW LIGHT POLENEW SIGN, SEE DETAILS_A: STREET NAME AND STOP_B: LANE USE_C: NO PARKINGNEW ACCESSIBLE CURB RAMP, SEE DETAIL_A: PARALLEL RAMP_B: PERPENDICULAR RAMPNEW MODULAR BLOCK RETAINING WALL, SEE DETAILMONUMENT SIGN234567FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C205NOT TO SCALEKEY PLANNORTHC205ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSIGNAGE,LIGHTING, ANDSITE PLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.OUTLOT A2211TAMARAK FARM ESTATES=ONE A=ONE ;WETLAND #4BLOCK #6LOT #1245,975 SF(1.06 AC)BLOCK #6LOT #921,211 SF(0.49 AC)BLOCK #6LOT #1029,446 SF(0.68 AC)BLOCK #6LOT #1124,012 SF(0.55 AC)OUTLOT IOWNER: HOA1,064,966 SF (36.84 AC)100'NO BUILD BUFFER100' NO BUILD BUFFER 20' D&U ESMT10' D&U ESMT MATCH LINE - SEE SHEET C205MATCH LINE - SEE SHEET C206MATCH LINE - SEE SHEET C203MATCH LINE - SEE SHEET C206SYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLAND1KEY NOTESNEW CONCRETE CURB AND GUTTER, SEE DETAIL_A: B618 CURB AND GUTTER_B: B612 CURB AND GUTTER_C: SURMOUNTABLE GUTTERCURB TRANSITIONNEW LIGHT POLENEW SIGN, SEE DETAILS_A: STREET NAME AND STOP_B: LANE USE_C: NO PARKINGNEW ACCESSIBLE CURB RAMP, SEE DETAIL_A: PARALLEL RAMP_B: PERPENDICULAR RAMPNEW MODULAR BLOCK RETAINING WALL, SEE DETAILMONUMENT SIGN234567FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:SIGNAGE,LIGHTING, ANDSITE PLANC206NOT TO SCALEKEY PLANNORTHC206ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.50TH STREET N.OUTLOT BOUTLOT GLILYAVE N.=ONE A=ONE ; =ONE A =ONE ;WETLAND #11LILY AVE N.OWNER: CITY OF LAKE ELMOOUTLOT AOWNER: HOA770,191 SF (17.68 AC)OUTLOT AOWNER: HOA770,191 SF (17.68 AC)1B665B5A5BMATCH LINE - SEE SHEET C204MATCH LINE - SEE SHEET C207MATCH LINE - SEE SHEET C207MATCH LINE - SEE SHEET C2084C4C4CSYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLAND1KEY NOTESNEW CONCRETE CURB AND GUTTER, SEE DETAIL_A: B618 CURB AND GUTTER_B: B612 CURB AND GUTTER_C: SURMOUNTABLE GUTTERCURB TRANSITIONNEW LIGHT POLENEW SIGN, SEE DETAILS_A: STREET NAME AND STOP_B: LANE USE_C: NO PARKINGNEW ACCESSIBLE CURB RAMP, SEE DETAIL_A: PARALLEL RAMP_B: PERPENDICULAR RAMPNEW MODULAR BLOCK RETAINING WALL, SEE DETAILMONUMENT SIGN234567FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C207NOT TO SCALEKEY PLANNORTHC207ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSIGNAGE,LIGHTING, ANDSITE PLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.4OUTLOT COUTLOT D22233TAMARAK FARM ESTATESOUTLOT GTHE FIELDS OF ST. CROIXLINDENTRAIL=ONE A=ONE ;50TH STREET N.0+001+002+003+00 4+005+00 6+007+008+009+0010+0011+00BLOCK #1LOT #126,335 SF(0.60 AC)BLOCK #1LOT #222,200 SF(0.51 AC)BLOCK #1LOT #322,200 SF(0.51 AC)BLOCK #1LOT #422,200 SF(0.51 AC)BLOCK #1LOT #521,033 SF(0.48 AC)17,893 SF(0.41 AC)OUTLOT COWNER: CITY OF LAKE ELMO70,002 SF (1.61 AC)OUTLOT DOWNER: HOA82,837 SF (1.90 AC)OUTLOT AOWNER: HOA770,191 SF (17.68 AC)100'NO BUILD BUFFER15'BLDGSETBACK15'BLDGSETBACKSETBACK60' ROW60' ROW40' ROW30'BLDGSETBACK10' TRAIL30'8' TRAIL5' D&U ESMT5' D&U ESMT10' D&U ESMT20'BLDGSETBACK10' D&U EASEMENT8' TRAIL1A1A 1A1B1C1B1C222228'28'65A5B36'70' ROW7MATCH LINE - SEE SHEET C205MATCH LINE - SEE SHEET C208MATCH LINE - SEE SHEET C207MATCH LINE - SEE SHEET C20834A4B4C4C4C4C11'11'14'SYMBOL LEGENDPROPOSED DRIVEWAYS/TRAILSBITUMINOUS PAVEMENTPROPOSED ROADWAYBITUMINOUS PAVEMENTEASEMENT LINESETBACK LINERIGHT-OF-WAY LINEPROPERTY LINEWETLAND1KEY NOTESNEW CONCRETE CURB AND GUTTER, SEE DETAIL_A: B618 CURB AND GUTTER_B: B612 CURB AND GUTTER_C: SURMOUNTABLE GUTTERCURB TRANSITIONNEW LIGHT POLENEW SIGN, SEE DETAILS_A: STREET NAME AND STOP_B: LANE USE_C: NO PARKINGNEW ACCESSIBLE CURB RAMP, SEE DETAIL_A: PARALLEL RAMP_B: PERPENDICULAR RAMPNEW MODULAR BLOCK RETAINING WALL, SEE DETAILMONUMENT SIGN234567FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C200 Site Layout And Area Calcs.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C208NOT TO SCALEKEY PLANNORTHC208FURTHER COORDINATION TO BE HAD WITH THE CITY/COUNTYTO DETERMINE A SUFFICIENT INTERSECTION DESIGN BETWEENTHE PROPOSED DEVELOPMENT AND 50TH STREET N.ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSIGNAGE,LIGHTING, ANDSITE PLAN DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C300 Typical Sections.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:TYPICAL SECTIONC300NOTE:1.TACK FACE OF GUTTER PRIOR TO BOTH LIFTS OF BITUMINOUS.2.4" SCH. 40 PVC PERFORATED DRAIN TILE REQUIRED AT ALL LOW POINTS.DRAIN TILE DESIGN PER APPROVAL OF CITY ENGINEER.NOT TO SCALETYPICAL SECTIONNEW DEVELOPMENT ROADWAY1C3001'2.5%CENTERLINESEE DETAIL 801 FOR MINIMUM PAVEMENT SECTION14'14'SURMOUNTABLE CURBPER CITY STANDARDDRAWING 5012.5%1'4" PERF PVC DRAINTILE(WRAPPED IN SOCK)RIGHT-OF-WAY1:216"COARSE FILTER AGGREGATE8'RIGHT-OF-WAY7.5'WALK2%16'60'SEE DETAIL 51010'D&UR/WR/W4%10'D&UTYPICAL SMALL UTILITYINSTALLATION LOCATION4%4%BOULEVARD TREE5' FROM BACK OF CURB5'4%BLVDBLVD5'NOT TO SCALESTREET SIGNS2C300NOT TO SCALESTANDARD WITH OMNI BASESQUARE TUBE SIGN3C300NOT TO SCALENAME SIGN POST DETAILSQUARE TUBE STREET4C300NOT TO SCALECONCRETE CURB AND GUTTER5C300NOT TO SCALEBICYCLE-PEDESTRIAN PATH6C300NOT TO SCALESTREET SECTION (MIN 7-TON)TYPICAL LOCAL RESIDENTIAL7C300NOT TO SCALEWAY LAYOUTTYPICAL RIGHT OF8C300 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAIL=ONE A=ONE ;=ONE A =ONE ; =ONE A=ONE ; =ONE A=ONE ; =ONE A =ONE ;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:OVERALL STREETAND STORMSEWER PLANC4000NORTH75150300EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKEELMO STANDARD SPECIFICATIONS AND DETAILS.2.REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF M n DOTSPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE, SIZE, AND STRENGTH CLASS SPECIFIED HEREIN.3.PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THEREQUIREMENTS OF ASTM C-477.4.A 1'-0" TO 1'-6" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FORHEIGHT ADJUSTMENT WHENEVER POSSIBLE.5.JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER "O" RING JOINTSPROVIDED ON ALL STORM SEWER MANHOLES. A BITUMASTIC SEAL STRIP SHALL BE PLACED AT ALLMANHOLE RISER JOINTS.6.RIP-- RAP SHALL BE HAND - PLACED OVER GEOTEXTILE FABRIC AND CONFORM TO MnDOT SPEC. 3601,CLASS III, OR AS SPECIFIED HEREIN.7.THE GEOTEXTILE FABRIC USED UNDER RIP - RAP SHALL EXTEND 3-FT UNDER THE APRON.8.FURNISH & INSTALL TRASH GUARDS ON ALL FLARED END SECTIONS.9.ALL SILT SHALL BE CLEANED OUT FROM THE RIP - RAP AT THE END OF THE PROJECT.10.STORM SEWER STRUCTURES WITHIN 10 FT OF WATERMAIN ARE TO HAVE WATER TIGHT CONNECTIONS PERMDH REQUIREMENTS.11.ALL NEW STORM SEWER PIPE SHALL BE FLUSHED AND TELEVISED PRIOR TO SUBSTANTIAL COMPLETION -SEE SPECIFICATION SECTION 700 - CLOSEOUT REQUIREMENTSFEMA FLOOD PLAIN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30OUTLOT DST. CROX SANCTUARYMATCH LINE - SEE SHEET C401MATCH LINE - SEE SHEET C402MATCH LINE - SEE SHEET C401MATCH LINE - SEE SHEET C404CB-33RIM: 928.66INV: 917.14 15" RCP (SE)CBMH-25RIM: 925.30INV: 915.94 36" RCP (NE)INV: 917.30 15" RCP (NW)INV: 915.94 36" RCP (SW)CB-26RIM: 925.30INV: 917.58 15" RCP (SE)CBMH-31RIM: 923.91INV: 916.53 24" RCP (N)INV: 916.53 24" RCP (SE)CBMH-30RIM: 923.91INV: 916.59 30" RCP (SW)INV: 916.39 24" RCP (NW)INV: 916.59 30" RCP (NE)CB-67RIM: 923.77INV: 919.33 15" RCP (S)CBMH-66RIM: 923.77INV: 919.05 15" RCP (N)INV: 919.05 15" RCP (E)CBMH-27RIM: 922.52INV: 915.65 36" RCP (NE)INV: 915.65 36" RCP (SW)CB-61RIM: 922.32INV: 917.67 15" RCP (SW)CBMH-60RIM: 922.34INV: 916.64 24" RCP (NW)INV: 917.39 15" RCP (NE)INV: 916.64 24" RCP (S)STMH-73RIM: 921.86INV: 912.90 24" RCP (NW)INV: 911.50 24" RCP (SE)CBMH-62RIM: 923.38INV: 917.18 24" RCP (NW)INV: 917.18 24" RCP (SE)CB-29RIM: 920.48INV: 914.79 42" RCP (SE)INV: 914.50 42" RCP (N)CBMH-64RIM: 922.80INV: 918.39 15" RCP (W)INV: 917.49 15" RCP (N)INV: 917.64 24" RCP (SE)CBMH-28RIM: 920.50INV: 915.29 36" RCP (NE)INV: 915.79 30" RCP (SW)INV: 914.69 42" RCP (NW)CBMH-63RIM: 923.01INV: 917.46 24" RCP (NW)INV: 917.46 24" RCP (SE)CB-65RIM: 922.77INV: 917.77 15" RCP (S)FES-4INV: 916.00OUTLETMH-72RIM: 920.92INV: 915.84 24" RCP (W)INV: 915.32 24" RCP (SE)FES-3INV: 921.4076' of 36" RCP @ 0.35%68' of 36" RCP @ 0.35%84' of 36" RCP @ 0.35%102' of 36" RCP @ 0.35%194' of 30" RCP @ 0.41%243' of 30" RCP @ 0.34%28' of 24" RCP @ 0.50%220' of 15" RCP @ 0.30%28' of 15" RCP @ 1.00%173' of 24" RCP @ 0.31%28' of 15" RCP @ 1.00%28' of 42" RCP @ -0.35%28' of 15" RCP @ 1.00%16' of 15" RCP @ 1.00%55' of 42" RCP @ -0.35%16' of 24" RCP @ 1.00%242' of 24" RCP @ 1.00%260' of 24" RCP @ 1.00%60' of 24" RCP @ 0.30%41' of 24" RCP @ 0.27%94' of 24" RCP @ 0.30%28' of 15" RCP @ 1.00%26+0027+0028+0029+0030+0031+0032+0033+000+00 1+00 2+00 3+00 4+005+006+007+008+009+009+20FES-17INV: 918.25FES-16INV: 918.50FES-18INV: 915.00CBMH-80RIM: 919.04INV: 915.38 15" RCP (E)INV: 915.38 15" RCP (NW)76' of 15" RCP @ 0.50%60' of 24" RCP @ 0.41%PT: 2 5 + 8 4. 6 2 PC: 3 0 + 6 5. 5 7PT: 32+04.71PC: 32+82.87LP: 30+36.63Elev: 920.86PC: 2+94.10PT: 4+32.28PC: 6+41.10PT: 7+21.14PC: 7+23.75PT: 8+58.20LP: 0+75.04Elev: 922.71HP: 2+74.54Elev: 923.66LP: 4+19.16Elev: 923.15TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.See sheet C400 for the City of Lake Elmo's storm sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C401NOT TO SCALEKEY PLANC401NORTHSTREET AND STORMSEWER PLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30ST. CROX SANCTUARYOUTLOT CST. CROX SANCTUARYMATCH LINE - SEE SHEET C401MATCH LINE - SEE SHEET C402MATCH LINE - SEE SHEET C402MATCH LINE - SEE SHEET C403CBMH-19RIM: 937.14INV: 917.81 36" RCP (E)INV: 919.17 15" RCP (N)INV: 917.81 36" RCP (W)CB-20RIM: 937.14INV: 919.45 15" RCP (S)CBMH-17RIM: 939.31INV: 919.03 30" RCP (SE)INV: 919.03 30" RCP (W)CBMH-16RIM: 939.92INV: 919.35 30" RCP (SE)INV: 919.35 30" RCP (NW)CB-15RIM: 933.37INV: 921.11 15" RCP (SW)CBMH-14RIM: 933.37INV: 919.58 30" RCP (SE)INV: 920.83 15" RCP (NE)INV: 919.97 30" RCP (NW)CBMH-13RIM: 928.57INV: 919.92 30" RCP (SE)INV: 919.92 30" RCP (NW)CBMH-12RIM: 926.65INV: 920.16 30" RCP (E)INV: 920.16 30" RCP (NW)INV: 921.36 18" RCP (E)INV: 921.61 15" RCP (N)INV: 920.36 30" RCP (W)CBMH-21RIM: 933.87INV: 918.07 15" RCP (N)INV: 916.71 36" RCP (E)INV: 916.71 36" RCP (W)CB-22RIM: 933.87INV: 918.35 15" RCP (S)CBMH-23RIM: 931.70INV: 916.44 36" RCP (E)INV: 916.44 36" RCP (SW)CBMH-24RIM: 928.16INV: 916.18 36" RCP (NE)INV: 916.18 36" RCP (SW)CBMH-69RIM: 922.50INV: 917.94 18" RCP (SE)CBMH-25RIM: 925.30INV: 915.94 36" RCP (NE)INV: 917.30 15" RCP (NW)INV: 915.94 36" RCP (SW)CB-26RIM: 925.30INV: 917.58 15" RCP (SE)CBMH-27RIM: 922.52INV: 915.65 36" RCP (NE)INV: 915.65 36" RCP (SW)STMH-73RIM: 921.86INV: 912.90 24" RCP (NW)INV: 911.50 24" RCP (SE)CBMH-28RIM: 920.50INV: 915.29 36" RCP (NE)INV: 915.79 30" RCP (SW)INV: 914.69 42" RCP (NW)OUTLETMH-72RIM: 920.92INV: 915.84 24" RCP (W)INV: 915.32 24" RCP (SE)FES-3INV: 921.40FES-6INV: 904.0068' of 30" RCP @ 0.35%92' of 30" RCP @ 0.35%176' of 30" RCP @ 0.35%98' of 30" RCP @ 0.35%69' of 30" RCP @ 0.35%59' of 30" RCP @ 0.35%76' of 36" RCP @ 0.35%75' of 36" RCP @ 0.35%68' of 36" RCP @ 0.35%84' of 36" RCP @ 0.35%102' of 36" RCP @ 0.35%194' of 30" RCP @ 0.41%28' of 42" RCP @ -0.35%28' of 15" RCP @ 1.00%28' of 15" RCP @ 1.00%28' of 15" RCP @ 1.00%28' of 15" RCP @ 1.00%16' of 15" RCP @ 1.00%55' of 42" RCP @ -0.35%313' of 36" RCP @ 0.35%260' of 24" RCP @ 1.00%98' of 30" RCP @ 1.94%329' of 18" RCP @ 0.28%30+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+00CBMH-18RIM: 938.54INV: 918.79 30" RCP (E)INV: 918.29 36" RCP (W)FES-18INV: 915.00CBMH-80RIM: 919.04INV: 915.38 15" RCP (E)INV: 915.38 15" RCP (NW)CB-79RIM: 920.20INV: 916.67 15" RCP (W)257' of 15" RCP @ 0.50%76' of 15" RCP @ 0.50%PC: 3 0 + 6 5. 5 7PT: 32+04.71PC: 32+82.87PT: 34+48.96PC: 39+03.33PT: 40+40.07PC: 43+47.77LP: 30+36.63Elev: 920.86HP: 40+55.22Elev: 940.36137' of 36" RCP @ 0.35%INV: 921.89 15" RCP (S)TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66MATCH LINE - SEE SHEET C402MATCH LINE - SEE SHEET C405EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.See sheet C400 for the City of Lake Elmo's storm sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C402NOT TO SCALEKEY PLANNORTHC402ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSTREET AND STORMSEWER PLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30ST. CROX SANCTUARYLINDEN AVE. N. CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.12"RCPFE=932.412"RCPFE=930.0MATCH LINE - SEE SHEET C402MATCH LINE - SEE SHEET C403MATCH LINE - SEE SHEET C403MATCH LINE - SEE SHEET C406FES-1INV: 937.00CBMH-2RIM: 943.18INV: 938.42 15" RCP (W)INV: 938.42 15" RCP (E)CB-1RIM: 943.20INV: 938.70 15" RCP (E)CBMH-4RIM: 943.48INV: 938.92 15" RCP (W)INV: 938.89 15" RCP (S)CB-3RIM: 943.48INV: 939.20 15" RCP (E)CB-15RIM: 933.37INV: 921.11 15" RCP (SW)CBMH-5RIM: 934.14INV: 929.45 15" RCP (N)INV: 929.45 15" RCP (W)INV: 929.45 15" RCP (S)CBMH-14RIM: 933.37INV: 919.58 30" RCP (SE)INV: 920.83 15" RCP (NE)INV: 919.97 30" RCP (NW)STMH-72RIM: 926.90INV: 916.44 24" RCP (N)INV: 916.44 24" RCP (S)CBMH-13RIM: 928.57INV: 919.92 30" RCP (SE)INV: 919.92 30" RCP (NW)CBMH-12RIM: 926.65INV: 920.16 30" RCP (E)INV: 920.16 30" RCP (NW)CBMH-10RIM: 926.14INV: 921.36 18" RCP (E)INV: 921.61 15" RCP (N)INV: 920.36 30" RCP (W)CBMH-7RIM: 931.23INV: 926.63 15" RCP (N)INV: 926.63 15" RCP (SW)CBMH-9RIM: 926.81INV: 922.10 18" RCP (E)INV: 922.10 18" RCP (W)CBMH-8RIM: 928.39INV: 923.12 15" RCP (NE)INV: 922.87 18" RCP (W)CBMH-70RIM: 924.10INV: 917.02 18" RCP (NW)INV: 917.02 24" RCP (S)CBMH-69RIM: 922.50INV: 917.94 18" RCP (SE)92' of 15" RCP @ 1.55%28' of 15" RCP @ 1.00%219' of 15" RCP @ 4.30%66' of 15" RCP @ 4.30%82' of 15" RCP @ 4.30%176' of 30" RCP @ 0.35%98' of 30" RCP @ 0.35%69' of 30" RCP @ 0.35%59' of 30" RCP @ 0.35%70' of 18" RCP @ 1.05%73' of 18" RCP @ 1.05%28' of 15" RCP @ 1.00%28' of 15" RCP @ 1.00%329' of 18" RCP @ 0.28%102' of 24" RCP @ 0.28%157' of 24" RCP @ 0.28%41+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+0028' of 15" RCP @ 1.00%CB-6RIM: 934.14INV: 929.73 15" RCP (E)CBMH-71RIM: 924.50INV: 916.74 24" RCP (N)INV: 916.74 24" RCP (S)PT: 40+40.07PC: 43+47.77PT: 44+73.62PC: 45+33.13PT: 47+34.87LP: 44+64.09Elev: 926.51HP: 40+55.22Elev: 940.36HP: 51+59.71Elev: 947.36105' of 24" RCP @ 0.28%CB-11RIM: 926.14INV: 921.89 15" RCP (S)28' of 15" RCP @ 1.00%EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.See sheet C400 for the City of Lake Elmo's storm sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C403NOT TO SCALEKEY PLANNORTHC403ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSTREET AND STORMSEWER PLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30MATCH LINE - SEE SHEET C404MATCH LINE - SEE SHEET C407MATCH LINE - SEE SHEET C404MATCH LINE - SEE SHEET C405MATCH LINE - SEE SHEET C401MATCH LINE - SEE SHEET C404CBMH-34RIM: 930.26INV: 917.95 24" RCP (S)INV: 917.95 24" RCP (NE)CBMH-35RIM: 930.42INV: 918.18 24" RCP (S)INV: 918.18 24" RCP (N)CBMH-45RIM: 927.32INV: 922.78 18" RCP (S)CBMH-46RIM: 927.29INV: 922.50 18" RCP (N)INV: 922.50 18" RCP (S)CBMH-32RIM: 928.66INV: 917.67 24" RCP (SW)INV: 917.03 15" RCP (NW)INV: 917.42 30" RCP (NE)CB-33RIM: 928.66INV: 917.14 15" RCP (SE)CBMH-43RIM: 928.33INV: 921.41 15" RCP (S)INV: 921.41 15" RCP (W)CB-44RIM: 925.96INV: 921.69 15" RCP (N)CBMH-47RIM: 927.17CB-37RIM: 927.25INV: 923.41 15" RCP (E)CBMH-36RIM: 927.83INV: 919.13 24" RCP (S)INV: 923.13 15" RCP (W)INV: 918.88 24" RCP (N)CBMH-38RIM: 926.22INV: 919.55 18" RCP (S)INV: 919.55 24" RCP (N)STMH-80RIM: 923.13INV: 917.78 18" RCP (S)INV: 917.78 18" RCP (W)CBMH-39RIM: 925.23INV: 919.78 18" RCP (SE)INV: 919.78 18" RCP (N)FES-8INV: 917.00CB-41RIM: 924.76INV: 920.51 15" RCP (NE)CBMH-40RIM: 924.76INV: 920.23 15" RCP (SW)INV: 920.23 15" RCP (E)INV: 919.98 18" RCP (NW)CBMH-30RIM: 923.91INV: 916.59 30" RCP (SW)INV: 916.39 24" RCP (NW)INV: 916.59 30" RCP (NE)FES-7INV: 917.00FES-9INV: 917.50OUTLETMH-74RIM: 920.61INV: 908.90 24" RCP (NW)INV: 916.34 15" RCP (SW)INV: 908.90 30" RCP (E)FES-5INV: 916.50243' of 30" RCP @ 0.34%124' of 24" RCP @ 0.34%67' of 18" RCP @ 0.34%64' of 18" RCP @ 0.32%28' of 15" RCP @ 1.00%28' of 15" RCP @ 1.00%28' of 15" RCP @ 1.00%83' of 24" RCP @ 0.34%28' of 15" RCP @ 0.38%16' of 15" RCP @ 1.00%188' of 15" RCP @ 0.48%28' of 18" RCP @ 1.00%89' of 18" RCP @ 6.15%207' of 24" RCP @ 0.34%68' of 24" RCP @ 0.34%260' of 24" RCP @ 1.00%26' of 15" RCP @ 2.16%39' of 18" RCP @ 2.00%14+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+000+00 OUTLETMH-83RIM: 921.22INV: 916.95 15" RCP (NW)INV: 915.00 15" RCP (S)PC: 12+15.35PT: 13+88.92PC: 18+87.77PT: 21+00.76PC: 24+31.75PT: 2 5 + 8 4. 6 2 LP: 19+52.79Elev: 925.15HP: 24+59.95Elev: 930.8858' of 15" RCP @ 0.48%CBMH-42RIM: 924.79INV: 920.51 15" RCP (E)INV: 920.51 15" RCP (W)TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.See sheet C400 for the City of Lake Elmo's storm sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C404NOT TO SCALEKEY PLANNORTHC404ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSTREET AND STORMSEWER PLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.302212TAMARAK FARM ESTATESMATCH LINE - SEE SHEET C405MATCH LINE - SEE SHEET C408MATCH LINE - SEE SHEET C405MATCH LINE - SEE SHEET C406MATCH LINE - SEE SHEET C404MATCH LINE - SEE SHEET C405CBMH-12RIM: 926.65INV: 920.16 30" RCP (E)INV: 920.16 30" RCP (NW)INV: 921.36 18" RCP (E)INV: 921.61 15" RCP (N)INV: 920.36 30" RCP (W)CBMH-45RIM: 927.32INV: 922.78 18" RCP (S)CBMH-46RIM: 927.29INV: 922.50 18" RCP (N)INV: 922.50 18" RCP (S)CBMH-47RIM: 927.17STMH-80RIM: 923.13INV: 917.78 18" RCP (S)INV: 917.78 18" RCP (W)FES-8INV: 917.00FES-7INV: 917.00FES-9INV: 917.50OUTLETMH-74RIM: 920.61INV: 908.90 24" RCP (NW)INV: 916.34 15" RCP (SW)INV: 908.90 30" RCP (E)FES-5INV: 916.50CBMH-78RIM: 913.20INV: 908.48 15" RCP (S)INV: 908.48 18" RCP (NW)CBMH-77RIM: 914.77INV: 910.50 15" RCP (N)FES-15INV: 906.00FES-6INV: 904.0059' of 30" RCP @ 0.35%16' of 15" RCP @ 1.00%148' of 18" RCP @ 4.84%28' of 18" RCP @ 1.00%89' of 18" RCP @ 6.15%260' of 24" RCP @ 1.00%98' of 30" RCP @ 1.94%202' of 15" RCP @ 1.00%136' of 18" RCP @ 1.82%26' of 15" RCP @ 2.16%39' of 18" RCP @ 2.00%10+0011+0012+0013+0014+0015+00OUTLETMH-83RIM: 921.22INV: 916.95 15" RCP (NW)INV: 915.00 15" RCP (S)PC: 9+46.88PRC: 10+21.42PT: 10+95.97PC: 12+15.35PT: 13+88.92TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30MATCH LINE - SEE SHEET C402MATCH LINE - SEE SHEET C405EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.See sheet C400 for the City of Lake Elmo's storm sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C405NOT TO SCALEKEY PLANNORTHC405ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSTREET AND STORMSEWER PLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30OUTLOT A2211TAMARAK FARM ESTATESMATCH LINE - SEE SHEET C405MATCH LINE - SEE SHEET C406MATCH LINE - SEE SHEET C403MATCH LINE - SEE SHEET C406CBMH-12RIM: 926.65INV: 920.16 30" RCP (E)INV: 920.16 30" RCP (NW)CBMH-10RIM: 926.14INV: 921.36 18" RCP (E)INV: 921.61 15" RCP (N)INV: 920.36 30" RCP (W)INV: 922.10 18" RCP (E)INV: 922.10 18" RCP (W)FES-2INV: 922.0859' of 30" RCP @ 0.35%157' of 24" RCP @ 0.28%LP: 44+64.09Elev: 926.5128' of 15" RCP @ 1.00%EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.See sheet C400 for the City of Lake Elmo's storm sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C406NOT TO SCALEKEY PLANNORTHC406ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSTREET AND STORMSEWER PLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.3050TH STREET N.OUTLOT BOUTLOT GLILYAVE N.=ONE A=ONE ; =ONE A =ONE ;STMHRIM=901.7INLET=900.6INV=895.8(DIRT FILLED)15"RCPFE=894.918"RCPFE=895.0STMHRIM=901.7INLET=900.9INV=894.4STMHSTMHRIM=901.7INLET=901.0CBRIM=902.9CBRIM=903.418"HDPEFE=901.815"RCPFE=908.4STMHRIM=912.8INLET=912.1INV=909.1STMHRIM=912.8INLET=912.1INV=908.718"CMPFE=918.218"CMPFE=918.218"CMPFE=919.618"CMPFE=919.812"RCP15"RCP15"RCP12"RCPLILY AVE N.MATCH LINE - SEE SHEET C404MATCH LINE - SEE SHEET C407MATCH LINE - SEE SHEET C407MATCH LINE - SEE SHEET C408CBMH-47RIM: 927.17INV: 924.96 15" RCP (E)INV: 924.96 18" RCP (N)INV: 918.60 15" RCP (NE)FES-9INV: 917.50OUTLETMH-82RIM: 910.00INV: 905.00 18" RCP (NE)INV: 905.00 18" RCP (SW)FES-10INV: 911.00FES-13INV: 905.00FES-14INV: 902.0028' of 15" RCP @ 1.00%33' of 18" RCP @ 0.00%33' of 18" RCP @ 9.14%26' of 15" RCP @ 2.16%39' of 18" RCP @ 2.00%28' of 15" RCP @ 1.00%OUTLETMH-83RIM: 921.22INV: 916.95 15" RCP (NW)INV: 915.00 15" RCP (S)PT: 5+75.49HP: 6+81.70Elev: 931.39187' of 15" RCP @ 4.52%8' of 15" RCP @ -0.82%15' of 15" RCP @ -1.96%15' of 15" RCP @ 3.24%FES-19INV: 897.80FES-21INV: 895.80FES-20INV: 896.50EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.See sheet C400 for the City of Lake Elmo's storm sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C407NOT TO SCALEKEY PLANNORTHC407ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSTREET AND STORMSEWER PLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.304OUTLOT COUTLOT D22233TAMARAK FARM ESTATESOUTLOT GTHE FIELDS OF ST. CROIXLINDENTRAIL=ONE A=ONE ;STMHRIM=922.8INLET=922.2INV=918.46(DIRTFILLED)12"RCPFE=918.0INLET=900.6(DIRT FILLED)STMHRIM=901.7INLET=900.9INV=894.4STMHINLET=901.015"RCP12"RCP12"RCP50TH STREET N.MATCH LINE - SEE SHEET C405MATCH LINE - SEE SHEET C408MATCH LINE - SEE SHEET C407MATCH LINE - SEE SHEET C408CBMH-47RIM: 927.17INV: 924.96 15" RCP (E)INV: 924.96 18" RCP (N)CB-48RIM: 929.74INV: 925.24 15" RCP (W)CBMH-50RIM: 922.87INV: 918.32 15" RCP (SW)INV: 918.32 15" RCP (SE)CB-49RIM: 922.85INV: 918.60 15" RCP (NE)CBMH-51RIM: 919.04INV: 914.70 15" RCP (NW)INV: 914.70 15" RCP (SE)FES-9INV: 917.50CBMH-52RIM: 916.32INV: 911.30 15" RCP (NW)INV: 907.44 21" RCP (E)INV: 907.44 18" RCP (SW)CBMH-53RIM: 916.28INV: 907.14 18" RCP (NE)INV: 907.14 24" RCP (SW)CBMH-75RIM: 914.10INV: 908.11 18" RCP (N)INV: 908.11 21" RCP (S)CB-73RIM: 914.68INV: 910.50 15" RCP (S)CBMH-74RIM: 914.69INV: 909.39 15" RCP (N)INV: 909.39 18" RCP (S)CB-58RIM: 914.01INV: 909.76 15" RCP (W)CBMH-59RIM: 914.32INV: 909.22 15" RCP (E)INV: 909.22 15" RCP (W)FES-12INV: 906.00OUTLETMH-82RIM: 910.00INV: 905.00 18" RCP (NE)INV: 905.00 18" RCP (SW)FES-10INV: 911.00FES-11INV: 906.00FES-13INV: 905.00FES-14INV: 902.00STMH-76RIM: 915.59INV: 907.71 21" RCP (N)INV: 907.71 21" RCP (W)80' of 15" RCP @ 4.50%30' of 18" RCP @ 1.00%89' of 24" RCP @ 1.28%256' of 18" RCP @ 0.50%80' of 21" RCP @ 0.50%36' of 15" RCP @ 1.50%82' of 15" RCP @ 3.93%28' of 15" RCP @ 1.00%33' of 18" RCP @ 0.00%33' of 18" RCP @ 9.14%76' of 15" RCP @ 4.50%148' of 18" RCP @ 4.84%222' of 15" RCP @ 0.50%26' of 15" RCP @ 2.16%39' of 18" RCP @ 2.00%28' of 15" RCP @ 1.00%0+001+002+003+00 4+005+00 6+007+008+009+0010+0011+00OUTLETMH-83RIM: 921.22INV: 916.95 15" RCP (NW)INV: 915.00 15" RCP (S)PC: 2+07.00PT: 3+81.45PC: 4+27.80PT: 5+75.49PC: 9+46.88PRC: 10+21.42LP: 1+55.36Elev: 914.40HP: 6+81.70Elev: 931.39187' of 15" RCP @ 4.52%53' of 21" RCP @ 0.50%15' of 15" RCP @ 3.24%FES-19INV: 897.80FES-20INV: 896.50EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR STORM SEWER PLANS1.See sheet C400 for the City of Lake Elmo's storm sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C400 Street & Storm.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C408NOT TO SCALEKEY PLANNORTHC408ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSTREET AND STORMSEWER PLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAIL=ONE A=ONE ;=ONE A =ONE ; =ONE A=ONE ; =ONE A=ONE ; =ONE A =ONE ;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.BEGIN GRAVITY SANITARYSEWER SYTEMBEGIN GRAVITY SANITARYSEWER SYTEMBEGIN GRAVITY SANITARYSEWER SYTEMLIFT STATION -END OF GRAVITYSANITARY SEWER SYTEMCONNECT TO EXISTINGWM IN 50TH STREET N.CONNECT TO EXISTINGWM IN LINDEN AVE N.HYDRANTHYDRANTHYDRANTHYDRANTHYDRANTEXISTINGHYDRANTHYDRANTHYDRANTTOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30500' HYDRANTSERVICE AREAS (TYP.)500' HYDRANTSERVICE AREAS (TYP.)DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:OVERALLSANITARY SEWERAND WATERMAINPLANC5000NORTH75150300EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANS1.ALL SANITARY SEWER AND ACCESORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARD SPECIFICATIONS ANDDETAILS.2.ALL SANITARY SEWER PVC PIPE SHALL BE INSTALLED IN ACCORDING TO CITY OF STANDARD DRAWING 103 "GRANULAR MATERIAL BEDDING METHOD" (FORPVC SANITARY SEWER PIPE).3.UNLESS NOTED OTHERWISE, ALL SMOOTH WALLED SANITARY SEWER PVC PIPE AND FITTINGS SHALL BE SDR 35 WITH ELASTOMETRIC GASKETED JOINTS.4.ALL SANITARY SEWER SERVICES SHALL BE 4-INCH PVC, SCH. 40.5.SMOOTH WALLED PVC PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF ASTM D-3034 FOR THE SIZE, STANDARD DIMENSION RATION(SDR), AND STRENGTH REQUIREMENTS INDICATED ON THE PLANS, SPECIFICATIONS, AND SPECIAL PROVISIONS.6.REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF MnDOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THETYPE, SIZE, AND STRENGTH CLASS SPECIFIED HEREIN.7.JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER "O" RING JOINTS PROVIDED ON ALL SANITARY SEWER MANHOLES.ADDITIONALLY A BITUMASTIC SEAL STRIP SHALL BE PLACED AT ALL MANHOLE RISER JOINTS.8.SANITARY SEWER INLET AND OUTLET PIPES SHALL BE JOINED TO THE MANHOLE WITH A GASKETED, FLEXIBLE, WATERTIGHT CONNECTION TO ALLDIFFERENTIAL SETTLEMENT OF THE PIPE AND MANHOLE.9.A 1'-0" TO 1'-6" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE.10.ALL SERVICE LINE STUBS MUST HAVE 2" x 2" HARDWOOD MARKER WITH METAL SPIKE RUNNING FROM THE END OF PIPE TO FINISHED GRADE ELEVATION.11.UPON MARKING A CONNECTION TO AN EXISTING SANITARY SEWER STUB OR MANHOLE, DIRT AND DEBRIS SHALL BE PREVENTED FROM ENTERING THEEXISTING SEWER BY IMMEDIATELY INSTALLING WATERTIGHT PLUGS AS NEEDED IN THE EXISTING MANHOLE.12.ALL MAINLINE SANITARY SEWER AND SERVICES SHALL HAVE TRACER WIRE PER CITY SPECIFICATIONS AND DETAILS.13.ALL NEW SANITARY SEWER PIPE SHALL BE FLUSHED AND TELEVISED PRIOR TO SUBSTANTIAL COMPLETION SEE SPECIFICATION SECTION 1700 - CLOSEOUT REQUIREMENTS.CITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.ALL WATERMAIN AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARDSPECIFICATIONS AND DETAILS.2.MANIPULATION OF EXISTING VALVES SHALL BE PERFORMED ONLY BY CITY PERSONNEL.3.WATERMAIN SHALL BE DUCTILE IRON PIPE, ENCASED IN POLYETHYLENE, CLASS--52.4.ALL FITTINGS SHALL COMPLY WITH CEAM SPEC. 2611.2.A1. ALL FITTINGS SHALL BE DUCTILE IRON PIPE WITH POLYETHYLENEENCASEMENT. ALL CONNECTIONS SHALL BE INSTALLED UTILIZING COR -- BLUE NUTS & BOLTS.5.USE GATE VALVES FOR ALL APPLICATIONS UP THROUGH 12 INCHES.6.GATE VALVES SHALL BE RESILIENT WEDGE AMERICAN FLOW CONTROL SERIES 2500 OR APPROVED EQUAL. GATE VALVES MUSTCOMPLY WITH CEAM SPEC 2611.2.C.2.7.USE BUTTERFLY VALVES FOR ALL APPLICATIONS GREATER THAN 12 INCHES.8.BUTTERFLY VALVES SHALL BE MUELLER LINESEAL III, OR APPROVED EQUAL. BUTTERFLY VALVES SHALL COMPLY WITH CEAMSPEC. 26 11.2.CA.9.BOLTS AND NUTS ON ALL VALVES AND HYDRANTS SHALL BE STAIN LESS STEEL.10.ALL HYDRANTS SHALL BE INSTALLED 5.0 FEET BACK OF CURB.11.HYDRANTS SHALL BE WATEROUS "PACER," MODEL WB-67 OR APPROVED EQUAL, FITTED WITH FH 800 SERIES FLEX STAKE AND PAINTED RED.12.HYDRANTS SHALL HAVE TWO OUTLET NOZZLES FOR 2- 12 (1. D.) HOSE CONNECTIONS ANDONE 5" STORZ NOZZLE (MODEL WB--67) AND PENTAGON NUT END CAP.13.THE CURB STOP SERVICE ASSEMBLY SHALL HAVE A MINIMUM 1 - FT ADJUSTMENT RANGE AND SHALLEXTEND 6 INCHES ABOVE FINISHED GRADE FULLY EXTENDED.14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WATER TO HOMES AND BUSINESSESWHOSE WATER SUPPLY IS DISRUPTED DURING THE COURSE OF THE PROJECT.15.THE CONTRACTOR MUST PROVIDE THE FOLLOWING WATER SYSTEM SUPPLIES TO THE CITY:1. ONE EXTRA NEW SIX-INCH HYDRANT EXTENSION PER PROJECT.2. ONE EXTRA HYDRANT FLEX STAKE MARKER FOR EACH 10 HYDRANTS, MINIMUM ONE PER PROJECT.3. ONE HYDRANT STORZ WRENCH OR REPAIR KIT PER PROJECT.4. ONE 12-FOOT GATE VALVE KEY PER PROJECT.FEMA FLOOD PLAIN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30OUTLOT DST. CROX SANCTUARYSAN-25RIM: 929.55INV: 912.29 8" PVC (NE)INV: 912.19 8" PVC (SW)SAN-24RIM: 925.28INV: 911.69 8" PVC (NE)INV: 911.59 8" PVC (SW)SAN-46RIM: 925.20INV: 919.89 8" PVC (SE)SAN-19RIM: 923.54INV: 903.78 8" PVC (NE)INV: 908.37 8" PVC (NW)INV: 903.68 8" PVC (SW)SAN-23RIM: 922.89INV: 911.24 8" PVC (NE)INV: 909.24 8" PVC (SW)SAN-20RIM: 922.95INV: 904.03 8" PVC (NE)INV: 903.93 8" PVC (SW)SAN-45RIM: 924.38INV: 918.95 8" PVC (NW)INV: 917.93 8" PVC (E)SAN-44RIM: 924.10INV: 913.98 8" PVC (W)INV: 913.88 8" PVC (E)SAN-41RIM: 923.64INV: 910.63 8" PVC (NW)INV: 910.53 8" PVC (SE)SAN-22RIM: 921.09INV: 908.89 8" PVC (NE)INV: 908.89 8" PVC (SW)SAN-21RIM: 921.04INV: 908.62 8" PVC (NE)INV: 905.03 8" PVC (SW)SAN-42RIM: 923.37INV: 911.59 8" PVC (W)INV: 911.49 8" PVC (SE)SAN-43RIM: 923.16INV: 912.36 8" PVC (W)INV: 912.26 8" PVC (E)100' of 8" PVC @ 0.50%70' of 8" PVC @ 0.50%69' of 8" PVC @ 0.50%54' of 8" PVC @ 0.50%100' of 8" PVC @ 1.00%297' of 8" PVC @ 0.50%30' of 8" PVC @ 0.50%56' of 8" PVC @ 7.04%203' of 8" PVC @ 0.75%79' of 8" PVC @ 0.85%86' of 8" PVC @ 1.01%233' of 8" PVC @ 0.93%100' of 8" PVC @ 0.94%26+0027+0028+0029+0030+0031+0032+0033+000+00 1+00 2+00 3+00 4+005+006+007+008+009+009+208" GATEVALVE8" GATEVALVE8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" X 8" TEE8" 45.00° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" X 6" TEE8" X 6" TEE8" GATEVALVE6" GATEVALVE6" HYDRANT6" GATEVALVE6" HYDRANTCAP 8" WMDEAD ENDTOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66MATCH LINE - SEE SHEET C501MATCH LINE - SEE SHEET C502MATCH LINE - SEE SHEET C501MATCH LINE - SEE SHEET C504500' HYDRANT SERVICE AREAEASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C501NOT TO SCALEKEY PLANC501NORTHELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSANITARY SEWERAND WATERMAINPLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30ST. CROX SANCTUARYOUTLOT CST. CROX SANCTUARYSAN-28RIM: 936.62INV: 914.43 8" PVC (E)INV: 914.33 8" PVC (W)SAN-29RIM: 938.94INV: 915.67 8" PVC (E)INV: 915.57 8" PVC (W)SAN-30RIM: 939.64INV: 916.11 8" PVC (SE)INV: 916.01 8" PVC (W)SAN-31RIM: 940.32INV: 916.55 8" PVC (SE)INV: 916.45 8" PVC (NW)SAN-32RIM: 928.94INV: 918.19 8" PVC (SE)INV: 918.09 8" PVC (NW)SAN-33RIM: 927.08INV: 918.59 8" PVC (E)INV: 918.49 8" PVC (NW)SAN-27RIM: 934.32INV: 913.23 8" PVC (E)INV: 913.13 8" PVC (W)SAN-26RIM: 932.57INV: 912.76 8" PVC (E)INV: 912.66 8" PVC (SW)SAN-25RIM: 929.55INV: 912.29 8" PVC (NE)INV: 912.19 8" PVC (SW)SAN-24RIM: 925.28INV: 911.69 8" PVC (NE)INV: 911.59 8" PVC (SW)SAN-23RIM: 922.89INV: 911.24 8" PVC (NE)INV: 909.24 8" PVC (SW)INV: 904.03 8" PVC (NE)INV: 903.93 8" PVC (SW)SAN-22RIM: 921.09INV: 908.89 8" PVC (NE)INV: 908.89 8" PVC (SW)SAN-21RIM: 921.04INV: 908.62 8" PVC (NE)INV: 905.03 8" PVC (SW)51' of 8" PVC @ 0.50%60' of 8" PVC @ 0.50%308' of 8" PVC @ 0.50%67' of 8" PVC @ 0.50%68' of 8" PVC @ 0.50%227' of 8" PVC @ 0.50%74' of 8" PVC @ 0.50%74' of 8" PVC @ 0.50%100' of 8" PVC @ 0.50%70' of 8" PVC @ 0.50%69' of 8" PVC @ 0.50%54' of 8" PVC @ 0.50%220' of 8" PVC @ 0.50%30' of 8" PVC @ 0.50%30+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+008" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP W M 8" 11.25° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 11.25° ELBOW8" X 6" TEE8" X 6" TEE6" GATEVALVE6" HYDRANT6" GATEVALVE6" HYDRANTTOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66MATCH LINE - SEE SHEET C501MATCH LINE - SEE SHEET C502MATCH LINE - SEE SHEET C502MATCH LINE - SEE SHEET C503MATCH LINE - SEE SHEET C502MATCH LINE - SEE SHEET C505500' HYDRANT SERVICE AREAEASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C502NOT TO SCALEKEY PLANNORTHC502ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSANITARY SEWERAND WATERMAINPLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30ST. CROX SANCTUARYLINDEN AVE. N. CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.12"RCPFE=932.412"RCPFE=930.0EXISTINGHYDRANTSAN-40RIM: 947.04INV: 939.37 8" PVC (S)SAN-39RIM: 944.16INV: 936.49 8" PVC (N)INV: 936.39 8" PVC (S)SAN-32RIM: 928.94INV: 918.19 8" PVC (SE)INV: 918.09 8" PVC (NW)SAN-38RIM: 933.93INV: 926.84 8" PVC (N)INV: 926.84 8" PVC (S)SAN-33RIM: 927.08INV: 918.59 8" PVC (E)INV: 918.49 8" PVC (NW)SAN-34RIM: 926.52INV: 918.85 8" PVC (E)INV: 918.85 8" PVC (W)SAN-35RIM: 927.53INV: 919.86 8" PVC (NE)INV: 919.76 8" PVC (W)SAN-36RIM: 929.68INV: 922.01 8" PVC (NE)INV: 921.91 8" PVC (SW)SAN-37RIM: 931.80INV: 924.13 8" PVC (N)INV: 924.13 8" PVC (SW)233' of 8" PVC @ 1.24%246' of 8" PVC @ 3.88%44' of 8" PVC @ 6.21%52' of 8" PVC @ 4.10%75' of 8" PVC @ 2.73%92' of 8" PVC @ 0.98%51' of 8" PVC @ 0.50%60' of 8" PVC @ 0.50%308' of 8" PVC @ 0.50%41+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+008" GATEVALVE8" DIP WM8" DIP WM8" DIP WM8" DIP W M 8" 22.50° ELBOW8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" X 6" TEE8" X 6" TEE6" GATEVALVE6" HYDRANT6" GATEVALVE6" HYDRANTCONNECT TOEXISTING 8" WMMATCH LINE - SEE SHEET C502MATCH LINE - SEE SHEET C503MATCH LINE - SEE SHEET C503MATCH LINE - SEE SHEET C506500' HYDRANT SERVICE AREA500' HYDRANT SERVICE AREAEASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C503NOT TO SCALEKEY PLANNORTHC503SANITARY SEWERAND WATERMAINPLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30SAN-17RIM: 930.63INV: 901.72 8" PVC (NE)INV: 901.62 8" PVC (S)SAN-16RIM: 930.79INV: 901.24 8" PVC (N)INV: 901.14 8" PVC (S)SAN-5RIM: 927.90INV: 913.46 8" PVC (E)INV: 913.36 8" PVC (W)SAN-18RIM: 929.33INV: 902.20 8" PVC (NE)INV: 902.10 8" PVC (SW)SAN-4RIM: 927.17INV: 911.89 8" PVC (E)INV: 911.79 8" PVC (W)SAN-3RIM: 925.41INV: 910.03 8" PVC (E)INV: 909.93 8" PVC (W)SAN-15RIM: 926.60INV: 899.49 8" PVC (N)INV: 899.39 8" PVC (S)SAN-14RIM: 925.92INV: 899.13 8" PVC (N)INV: 899.03 8" PVC (SE)SAN-2RIM: 925.17INV: 909.67 8" PVC (E)INV: 909.57 8" PVC (NW)SAN-1RIM: 925.35INV: 898.79 8" PVC (NW)INV: 909.27 8" PVC (SE)INV: 899.51 8" PVC (NE)SAN-19RIM: 923.54INV: 903.78 8" PVC (NE)INV: 908.37 8" PVC (NW)INV: 903.68 8" PVC (SW)RIM: 922.95INV: 904.03 8" PVC (NE)INV: 903.93 8" PVC (SW)297' of 8" PVC @ 0.50%76' of 8" PVC @ 0.50%75' of 8" PVC @ 0.50%331' of 8" PVC @ 0.50%52' of 8" PVC @ 0.50%48' of 8" PVC @ 0.50%67' of 8" PVC @ 0.35%30' of 8" PVC @ 0.50%147' of 8" PVC @ 1.00%52' of 8" PVC @ 0.50%60' of 8" PVC @ 0.50%352' of 8" PVC @ 0.50%14+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+000+00 8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" X 6" TEE8" X 6" TEE6" GATEVALVE6" HYDRANT6" GATEVALVE6" HYDRANTTOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30MATCH LINE - SEE SHEET C504MATCH LINE - SEE SHEET C507MATCH LINE - SEE SHEET C504MATCH LINE - SEE SHEET C505MATCH LINE - SEE SHEET C501MATCH LINE - SEE SHEET C504500' HYDRANT SERVICE AREA500' HYDRANT SERVICE AREAEASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C504NOT TO SCALEKEY PLANNORTHC504ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSANITARY SEWERAND WATERMAINPLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.302212TAMARAK FARM ESTATESHYDRANTSAN-10RIM: 929.74INV: 915.79 8" PVC (S)INV: 915.69 8" PVC (N)INV: 918.59 8" PVC (E)INV: 918.49 8" PVC (NW)SAN-7RIM: 928.50INV: 914.26 8" PVC (S)INV: 914.16 8" PVC (NW)SAN-5RIM: 927.90INV: 913.46 8" PVC (E)INV: 913.36 8" PVC (W)SAN-8RIM: 928.77INV: 914.62 8" PVC (S)INV: 914.52 8" PVC (N)SAN-4RIM: 927.17INV: 911.89 8" PVC (E)INV: 911.79 8" PVC (W)SAN-9RIM: 929.37INV: 915.32 8" PVC (S)INV: 915.22 8" PVC (N)INV: 904.03 8" PVC (NE)INV: 903.93 8" PVC (SW)51' of 8" PVC @ 0.50%30' of 8" PVC @ 0.50%95' of 8" PVC @ 0.39%119' of 8" PVC @ 0.50%52' of 8" PVC @ 0.50%55' of 8" PVC @ 0.50%147' of 8" PVC @ 1.00%64' of 8" PVC @ 0.50%10+0011+0012+0013+0014+0015+00SAN-6RIM: 928.22INV: 913.88 8" PVC (SE)INV: 913.78 8" PVC (W)74' of 8" PVC @ 0.50%8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" X 6" TEE6" GATEVALVE6" HYDRANTTOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30MATCH LINE - SEE SHEET C505MATCH LINE - SEE SHEET C508MATCH LINE - SEE SHEET C505MATCH LINE - SEE SHEET C506MATCH LINE - SEE SHEET C504MATCH LINE - SEE SHEET C505MATCH LINE - SEE SHEET C502MATCH LINE - SEE SHEET C505500' HYDRANTSERVICE AREAS (TYP.)EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C505NOT TO SCALEKEY PLANNORTHC505ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSANITARY SEWERAND WATERMAINPLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30OUTLOT A2211TAMARAK FARM ESTATESINV: 918.59 8" PVC (E)INV: 918.49 8" PVC (NW)SAN-34RIM: 926.52INV: 918.85 8" PVC (E)INV: 918.85 8" PVC (W)SAN-35RIM: 927.53INV: 919.86 8" PVC (NE)INV: 919.76 8" PVC (W)92' of 8" PVC @ 0.98%51' of 8" PVC @ 0.50%MATCH LINE - SEE SHEET C505MATCH LINE - SEE SHEET C506MATCH LINE - SEE SHEET C503MATCH LINE - SEE SHEET C506EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C506NOT TO SCALEKEY PLANNORTHC506ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSANITARY SEWERAND WATERMAINPLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.3050TH STREET N.OUTLOT BOUTLOT GLILYAVE N.=ONE A=ONE ; =ONE A =ONE ;STMHRIM=901.7INLET=900.6INV=895.8(DIRT FILLED)15"RCPFE=894.918"RCPFE=895.0STMHRIM=901.7INLET=900.9INV=894.4STMHSTMHRIM=901.7INLET=901.0CBRIM=902.9CBRIM=903.418"HDPEFE=901.815"RCPFE=908.4STMHRIM=912.8INLET=912.1INV=909.1STMHRIM=912.8INLET=912.1INV=908.718"CMPFE=918.218"CMPFE=918.218"CMPFE=919.618"CMPFE=919.812"RCP15"RCP15"RCP12"RCPLILY AVE N.8" 45.00° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW6" GATEVALVE6" HYDRANTMATCH LINE - SEE SHEET C504MATCH LINE - SEE SHEET C507MATCH LINE - SEE SHEET C507MATCH LINE - SEE SHEET C508EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C507NOT TO SCALEKEY PLANNORTHC507ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSANITARY SEWERAND WATERMAINPLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.304OUTLOT COUTLOT D22233TAMARAK FARM ESTATESOUTLOT GTHE FIELDS OF ST. CROIXLINDENTRAIL=ONE A=ONE ;STMHRIM=922.8INLET=922.2INV=918.46(DIRTFILLED)12"RCPFE=918.0INLET=900.6(DIRT FILLED)STMHRIM=901.7INLET=900.9INV=894.4STMHINLET=901.015"RCP12"RCP12"RCP50TH STREET N.SAN-10RIM: 929.74INV: 915.79 8" PVC (S)INV: 915.69 8" PVC (N)RIM: 929.37INV: 915.32 8" PVC (S)INV: 915.22 8" PVC (N)SAN-11RIM: 930.22INV: 916.26 8" PVC (S)INV: 916.16 8" PVC (N)SAN-12RIM: 929.84INV: 918.11 8" PVC (S)INV: 918.01 8" PVC (N)SAN-13RIM: 925.60INV: 918.60 8" PVC (N)98' of 8" PVC @ 0.50%350' of 8" PVC @ 0.50%95' of 8" PVC @ 0.39%0+001+002+003+00 4+005+00 6+007+008+009+0010+0011+0074' of 8" PVC @ 0.50%8" GATEVALVE8" DIP W M 8" DIP W M 8" DIP WM8" DIP WM8" DIP WM8" 22.50° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 45.00° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" X 6" TEE6" GATEVALVE6" HYDRANTWET TAP EXISTING14" WATERMAINMATCH LINE - SEE SHEET C505MATCH LINE - SEE SHEET C508MATCH LINE - SEE SHEET C507MATCH LINE - SEE SHEET C508500' HYDRANT SERVICE AREAEASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C508NOT TO SCALEKEY PLANNORTHC508ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSANITARY SEWERAND WATERMAINPLAN 936 934948948 944944 944 944944944914914 914914914 914 914916 916916 916916916 916916916924 904 906 908 912 914918918918918918918 918918 918918 918 918918918918 918918918918922922922922 922 922922922922922924924 924924924924924 924924924926926 926926926926926926 926926926928928 928928928928928928928928928932 928928926926926926926 926924924924924 924924 924922 922922 922922 918 916 916916916916916916916916916 916 914 914914914914914914914912 912 912912912 912912912908 908908908908 908906 906906906906904 904 904904904902 902902902 902922898 898898896896896894 894894892 892892926928924924922922 922 922922922922922922924924924 924924924924926926 926 926926926926926926922922922 928928928 928928 928932932932932 908908908934906 906906924934934 926 908 928936904904904902902902898898896896908908912936912916 934932932932 932932932932932932932898934934934 934934934934934934916918918918918918918918936936936936 936936936936936936938 938938938 938938938938916938918916916936916916916914914914914922926926942942 942 942 942912946946 946946946948948 922922922952 952 924954954956 956928928 958958918962962 918924926926926 964964 924948948 916952 952952966966 954954 954954 918916918918916916956914914914952912968968 908908954958906904944942946 972944942 974962964926 944956 956932934964966964962 912 912912912 912912 962964966964934 932956 956944926 964962974942 944972946 942944904906958954908908968968 912952914914914956916916918918916918954954 954954 966966 952952952916 948948 924964964 926926926 924918962962 918958958928928 956956954954 924952952 922922 922948948 946946 946946946912942942 942 942 942926926912912922914914914914916916916936916916918916938938938938 938938936936936 936936936918918918918918918916934934934 934934934898932932932 932932932934916912936912908908 896896898898902902902904904904936928908 926 934934 924906 906906934908908908932932932932 912 912912912 912912 928928928 928928 922922922 926926926 926 926926926926924924924 924924924922922 922 922922922922924924 928926 892 892892894 894894896896896898 898898922902 902902902 902904 904 904904906 906906906908 908908908908 912 912 912912912 912914 914914914914914916 916 916916916916916916918922922922924924924924926926926928932928928928928928 928928928928928926926 926926926926926926 926924924 924924924924924 924924924922922 922922922 922922922922922918 918918 918 918918918918 918918918918918918918918914 912 908 906904 924 916 916916 916916916 916916916914914 914914914 914 914944944 944 944944944948948 934936 928 926924922920936 902 922 924 926 928 930 920 922924926928948946944942948950952954934936932930928934932934936938934936926932932934 936952 954 956 958 960 962 964 966 95295495695895054OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAIL=ONE A=ONE ;=ONE A =ONE ; =ONE A=ONE ; =ONE A =ONE ; =ONE A =ONE ;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;=ONE A=ONE ;CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.RQ FB: 923.4HWL: 921.4RQ FB: 923.4HWL: 921.4GS: 949.50 FF: 950.00 L16 B5 WO [927.90] (1 STEPS) LF: 938.50 (LO/WW: 1002.00) RG: 938.00 GS: 947.00 FF: 947.50 L15 B5 WO [927.90] (1 STEPS) LF: 936.00 (LO/WW: 1002.00) RG: 935.50 GS: 9 3 9. 0 0 FF: 9 3 9. 5 0 L11 B 5 WO [927. 9 0](1 ST E P S) LF: 9 2 8. 0 0 (LO/W W: 9 2 8. 0 0) RG: 9 2 7. 5 0 GS: 944.00 FF: 944.50 L14 B5 WO [927.90] (1 STEPS) LF: 933.00 (LO/WW: 933.00) RG: 932.50 GS: 938.00 FF: 939.50 L13 B5 WO [927.90] (3 STEPS) LF: 928.00 (LO/WW: 928.00) RG: 927.50 GS: 9 3 4. 0 0 FF: 939.50L12 B5 SOG[927. 9 0](3 ST E P S)LF: 9 2 8.00(LO/W W: 9 2 8. 0 0) RG: 9 2 7.50 GS: 9 4 2. 0 0 FF: 9 4 2. 5 0 L10 B5 WO [927. 9 0](1 STE P S) LF: 9 31.00(LO/W W: 931.00) RG: 9 3 0. 5 0 GS: 941.50FF: 942.00L9 B5WO[927.90](1 STEPS)LF: 930.50(LO/WW: 930.50)RG: 930.00GS: 941.00FF: 941.50B5 L8WO[927.90](1 STEPS)LF: 930.00(LO/WW: 930.00)RG: 929.50GS: 940.50FF: 941.00L7 B5WO[923.40 ](1 STEPS)LF: 929.50(LO/WW: 929.50)RG: 929.00GS: 929.50FF: 931.50L10 B6WO[919.20 ](4 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 930.00FF: 931.50L11 B6WO[919.20 ](3 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 934.00FF: 936.00L2 B5WO[923.40 ](4 STEPS)LF: 924.50(LO/WW: 924.50)RG: 924.00GS: 935.50FF: 936.00L3 B5WO[923.40 ](1 STEPS)LF: 924.50(LO/WW: 924.50)RG: 924.00GS: 937.00FF: 937.50L4 B5WO[923.40 ](1 STEPS)LF: 926.00(LO/WW: 926.00)RG: 925.50GS: 938.00FF: 938.50B5 L5WO[923.40 ](1 STEPS)LF: 927.00(LO/WW: 927.00)RG: 926.50GS: 939.00FF: 939.50L6 B5WO[923.40 ](1 STEPS)LF: 928.00(LO/WW: 928.00)RG: 927.50GS: 928.00FF: 928.50L1 B5SOG[923.40 ](3 STEPS)LF: 928.50(LO/WW: 928.50)RG: 928.00GS: 949.00FF: 949.50L18 B6WO[931.00 ](1 STEPS)LF: 938.00(LO/WW: 938.00)RG: 937.50GS: 949.00FF: 949.50L17 B6WO[931.00 ](1 STEPS)LF: 938.00(LO/WW: 938.00)RG: 937.50GS: 947.00FF: 947.50L16 B6WO[931.00](1 STEPS)LF: 936.00(LO/WW: 936.00)RG: 935.50GS: 945.00FF: 945.50L15 B6WO[931.00](1 STEPS)LF: 934.00(LO/WW: 934.00)RG: 933.50GS: 941.00FF: 942.50L14 B6WO[931.00](3 STEPS)LF: 931.00(LO/WW: 931.00)RG: 930.50GS: 935.50FF: 936.00L13 B6WO[919.20](1 STEPS)LF: 924.50(LO/WW: 924.50)RG: 924.00GS: 932.00FF: 932.50L12 B6WO[919.20](1 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50GS: 931.50FF: 932.00L9 B6WO [919.20 ](1 STEPS)LF: 920.50(LO/WW: 920.50) RG: 920.00GS: 936.00FF: 936.50L8 B6WO [919.20 ](1 STEPS)LF: 925.00(LO/WW: 925.00)RG: 924.50GS: 940.00FF: 940.50B6 L7WO [919.20 ](1 STEPS)LF: 929.00(LO/WW: 929.00)RG: 928.50GS: 941.00FF: 941.50L6 B6WO[919.20 ](1 STEPS)LF: 930.00(LO/WW: 930.00)RG: 929.50GS: 939.50FF: 940.00L5 B6WO[919.20 ](1 STEPS)LF: 928.50(LO/WW: 928.50)RG: 928.00GS: 938.00FF: 938.50L4 B6WO[919.20 ](1 STEPS)LF: 927.00(LO/WW: 927.00)RG: 926.50GS: 937.00FF: 937.50L3 B6WO[919.20 ](1 STEPS)LF: 926.00(LO/WW: 926.00)RG: 925.50GS: 933.00FF: 933.50L2 B6WO[919.20 ](1 STEPS)LF: 922.00(LO/WW: 922.00)RG: 921.50GS: 925.00FF: 925.50L1 B6SOG[919.50 ](1 STEPS)LF: 925.50(LO/WW: 925.50)RG: 925.00GS: 925.50FF: 926.00L4 B2SOG[923.40 ](1 STEPS)LF: 926.00(LO/WW: 926.00)RG: 925.50GS: 928.00FF: 928.50B2 L3SOG[923.40 ](1 STEPS)LF: 928.50(LO/WW: 928.50)RG: 928.00GS: 932.00FF: 935.00L2 B2LO[923.40 ](6 STEPS)LF: 923.50(LO/WW: 927.50)RG: 927.00GS: 932.00FF: 935.00L1 B2LO[923.40 ](6 STEPS)LF: 923.50(LO/WW: 927.50)RG: 927.00GS: 931.00FF: 931.50L8 B1WO[919.20 ](1 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 931.00FF: 931.50L7 B1WO[919.20 ](1 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 931.00FF: 931.50L6 B1WO[919.20 ](1 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 931.50FF: 932.00L5 B1WO[919.20 ](1 STEPS)LF: 920.50(LO/WW: 920.50)RG: 920.00GS: 932.00FF: 932.50B1 L4WO[919.20 ](1 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50GS: 932.50FF: 933.00L3 B1WO[919.20 ](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00GS: 932.50FF: 933.00L2 B1WO[919.20 ](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00GS: 930.50FF: 931.00L1 B1WO[919.20 ](1 STEPS)LF: 919.50(LO/WW: 919.50)RG: 919.00GS: 927.50FF: 928.00L1 B3WO[898.38](1 STEPS)LF: 916.50(LO/WW: 916.50)RG: 916.00GS: 928.50FF: 929.00L2 B3WO[898.38](1 STEPS)LF: 917.50(LO/WW: 917.50)RG: 917.00GS: 930.50FF: 931.00L3 B3WO[898.38](1 STEPS)LF: 919.50(LO/WW: 919.50)RG: 919.00GS: 932.00FF: 932.50L4 B3WO[898.38](1 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50GS: 932.50FF: 933.00L5 B3WO[898.38](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00GS: 932.50FF: 933.00L6 B3WO[920.30](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00GS: 931.00FF: 932.50L7 B3WO[920.30](3 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50GS: 92 4 . 5 0 FF: 92 5 . 0 0 L8 B3 SOG [920.30 ] (1 ST E P S ) LF: 92 4. 5 0 (LO/W W : 9 2 4 . 5 0 ) RG: 92 4. 0 0 GS: 92 5 . 5 0 FF: 92 6 . 0 0 L9 B3 SOG [920.3 0] (1 ST E P S ) LF: 92 5. 5 0 (LO/W W : 9 2 5 . 5 0 ) RG: 92 5. 0 0 GS: 925.50FF: 926.00L9 B3SOG[920.30](1 STEPS)LF: 923.50(LO/WW: 925.50)RG: 925.00GS: 926.00FF: 926.50L1 B4SOG[923.40 ](1 STEPS)LF: 926.50(LO/WW: 926.50)RG: 926.00GS: 926.00FF: 926.50L2 B4SOG[923.40 ](1 STEPS)LF: 926.50(LO/WW: 926.50)RG: 926.00TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:OVERALL GRADINGPLANC6001.Tree protection consisting of snow fence or safety fence installed at thedrip line shall be in place prior to beginning any grading or demolitionwork at the site.2.All elevations with an asterisk (*) shall be field verified. If elevationsvary significantly, notify the Engineer for further instructions.3.Grades shown in paved areas represent finish elevation.4.All construction shall be performed in accordance with state and localstandard specifications for construction.5.Permittees must not excavate infiltration systems to final grade, orwithin three (3) feet of final grade, until the contributing drainage areahas been constructed and fully stabilized unless they provide rigorouserosion prevention and sediment controls (e.g., diversion berms) tokeep sediment and runoff completely away from the infiltration area.GRADING NOTESSYMBOL LEGENDSYMBOL LEGENDCITY OF LAKE ELMOSITE RESTORATION PLAN NOTES1.RESTORE ALL DISTURBED AREAS WITH 6 INCHES OF TOPSOILCONFORMING TO MNDOT 3877.2.PROTECT ALL STORM SEWER INLETS AS SPECIFIED HEREINAND MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED.3.MAINTAIN ALL SILT FENCE AND REPAIR OR REPLACE AS NEEDEDOR REQUIRED UNTIL TURF HAS BEEN ESTABLISHED.4.RESTORATION WORK SHALL BEGIN WITHIN 7 DAYS OF FINAL GRADING.5.BOULEVARD AND DITCH RESTORATION INCLUDES FINE GRADING,WHICH INCLUDES THE REMOVAL OF ROCKS, DEBRIS AND SOILCHUNKS, WHILE MAINTAINING POSITIVE DRAINAGE.CITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.SEE SHEET C700 FOR THE CITY OF LAKE ELMO'S GRADING ANDEROSION STANDARDS PLAN NOTES.0NORTH75150300ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKTYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPE902.00 TC901.00 GLSEDIMENT LOGSILT FENCESPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAIN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30944944914916918922922 922922922924924924924924926926926 928928928928922922924924926926928932932932934934918918918918918918918936936938 938916916916916916914914914914922926926942 942912946922922922924918918924924948916 952952954918916918918916916956914914914912908958906904944942962964926 956 932934966 912 966934 932956 926 964962942944904906958908912914914914956916916918918916918954952952916 948924924918918924922922922946912942 942926926912912922914914914914916916916916916938 938936936918918918918918918934934932932932912 928926926924924922928928928928926926926 924924924924924922922 922922922918916914944944920 922924926928OUTLOT DST. CROX SANCTUARYRQ FB: 923.4HWL: 921.426+0027+0028+0029+0030+0031+0032+0033+000+00 1+00 2+00 3+00 4+005+006+007+008+009+009+20921921922922923923924924925925926926927927928928929930931923923923924925926915916917918919920921922923924925926913914915916917918919920921922923924925926927928929930931916917918919920921922923924925925926926915915916916917917918918919919920920920920921921921921922922923923924924925925926926927927928928929929930930931931932933933934934935936937938939940941942943944945946947948949950951952953954955956957958959960961962963964922916917918919920 915 915 916 916 917 917 918 918 919 919 920 920 921 921 922 922 923 923 924 925 926 927 928 RIP-RAP @ OUTLETRIP-RAP @ OUTLETRIP-RAP @ OUTLETTWO LAYERS OFSILT FENCETWO LAYERS OFSILT FENCETWO LAYERS OFSILT FENCE2.0%2.0%3H:1V3H:1V3H:1V3H:1V4H:1V4H:1V4H:1V4H:1V4H:1V3H:1V5H:1V5H:1V3H:1V5H:1V 3H:1VINLET PROTECTION (TYP.)INLET PROTECTION (TYP.)INFILTRATION BASIN #2BASIN BOTTOM: 915.00OUTLET: 916.50LARSON 100-YEAR HWL: 917.62VBWD 100-YEAR HWL: 921.40WQV: 19,072 CFWETLAND #7 & #8LARSON 100-YEAR HWL: 919.56VBWD 100-YEAR HWL: 921.40WETLAND #9LARSON 100-YEAR HWL: 945.56VBWD 100-YEAR HWL: 945.40WETLAND #10LARSON 100-YEAR HWL: 918.26VBWD 100-YEAR HWL: 918.30GS: 934.00FF: 936.00L2 B5WO[923.40 ](4 STEPS)LF: 924.50(LO/WW: 924.50)RG: 924.00GS: 928.00FF: 928.50L1 B5SOG[923.40 ](3 STEPS)LF: 928.50(LO/WW: 928.50)RG: 928.00GS: 925.00FF: 925.50L1 B6SOG[919.50 ](1 STEPS)LF: 925.50(LO/WW: 925.50)RG: 925.00GS: 925.50FF: 926.00L4 B2SOGGS: 932.50FF: 933.00L6 B3WO[920.30](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00GS: 931.00FF: 932.50L7 B3WO[920.30](3 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50GS: 9 2 4. 5 0 FF: 9 2 5. 0 0 L8 B3 SOG [920.3 0] (1 ST E P S ) LF: 9 2 4. 5 0 (LO/W W: 9 2 4. 5 0) RG: 9 2 4. 0 0 GS: 9 2 5. 5 0 FF: 9 2 6. 0 0 L9 B3 SOG [920.3 0] (1 ST E P S ) LF: 9 2 5. 5 0 (LO/W W: 9 2 5. 5 0) RG: 9 2 5. 0 0 GS: 925.50FF: 926.00L9 B3SOG[920.30](1 STEPS)LF: 923.50(LO/WW: 925.50)RG: 925.00GS: 926.00FF: 926.50L1 B4SOG[923.40 ](1 STEPS)LF: 926.50(LO/WW: 926.50)RG: 926.00GS: 926.00FF: 926.50L2 B4SOG[923.40 ](1 STEPS)LF: 926.50(LO/WW: 926.50)RG: 926.003.3%6.3%1.3%2.8%2.3%5.7%5.7%4.4%2.9% 3.3% 5.6%921.30 B (EOF)921.40 G (EOF)921.40 G (EOF)918.30 G (EOF)2.0%4.50%1.95%INFILTRATION BASIN #3BASIN BOTTOM: 914.50OUTLET: 916.00LARSON 100-YEAR HWL: 920.33VBWD 100-YEAR HWL: 921.40WQV: 56,444 CF919.1 B (EOF)TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66MATCH LINE - SEE SHEET C601MATCH LINE - SEE SHEET C602MATCH LINE - SEE SHEET C601MATCH LINE - SEE SHEET C604PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESYMBOL LEGENDGRADING NOTESCITY OF LAKE ELMOSITE RESTORATION PLAN NOTESCITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.See sheet C600 for the City of Lake Elmo's grading and erosion standard plan notes.1.See sheet C600 for grading notes.1.See sheet C600 for the City of Lake Elmo's site restoration plan notes.TYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)902.00 TC901.00 GLRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSEDIMENT LOGSILT FENCEMAINTENANCE ACCESSSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C601KEY PLANC601NORTHGRADING PLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKNOT TO SCALE 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30948948 944 944914916 916918 918918922 922922922924 924924924926 926926928 928928908906904902932 932932898934 934934916918936 936936936938938938916918926926942 946946922952 954 956958962964 948952952966 954954956952968968 954958944942946 972974962964944966912 966944964962974972946 942944958954968968 952956954954966 952952948964 962 958956954 952 922946946942 926926918916938938936 936936918916934 934934898932 932932902904906908912 928 928928926 926926924 924924924922 922922922918 918918916 916914944 944948948 948946944942948950952954932934936938952954956958950ST. CROX SANCTUARYOUTLOT CST. CROX SANCTUARYSTANDARD : 14751844.57 SQ FT109.09 ACRES30+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+00921921922923924925926927927928928929929930930931931932932933933934934935935936936937937938938939939940 940915915916916917917918918919919920920920920921921921921922922923923924924925925926926927927928928929929930930931931932932933933934934935936937938939940941942943944945946947948949950951952953954955956957958959960961962963964922922923924925926927928929930931932933934935936937938939940941942943944945946947948925925926926927927928928929929930930931931932932933933934934935935936936937937938938939939940941945946947948949950951952953954955956957958959960961962963964965966967968969970971972973974925925926926 927927 928928 929929 930930 931931 932932 933933934935936937938939940941905906907908909910911912913914915916917918919920921922923924925926927928929930931932933934935936937938916 917 918 919 920 915 916 916 917 917 918 919 920 921 922 923 924 925 926 927 928 RIP-RAP @ OUTLETRIP-RAP @ OUTLETTWO LAYERS OFSILT FENCETWO LAYERS OFSILT FENCE2.0%2.0%2.0%2.0%2.0%2.0%2.0%3H:1V3H:1V3H:1V3H:1V3H:1V3H:1V4H:1V4H:1V3H:1V3H:1V5H:1V5H:1V3H:1V4H:1V4H:1VINLET PROTECTION (TYP.)INLET PROTECTION (TYP.)INLET PROTECTION (TYP.)INFILTRATION BASIN #2BASIN BOTTOM: 915.00OUTLET: 916.50LARSON 100-YEAR HWL: 917.62VBWD 100-YEAR HWL: 921.40WQV: 19,072 CFWETLAND #6LARSON 100-YEAR HWL: 942.93VBWD 100-YEAR HWL: 945.30LARSON 100-YEAR HWL: 945.56VBWD 100-YEAR HWL: 945.40GS: 939.00FF: 939.50L11 B5WO[927.90](1 STEPS)LF: 928.00(LO/WW: 928.00)RG: 927.50 L12 B5SOG[927.90](3 STEPS)LF: 928.00(LO/WW: 928.00)RG: 927.50GS: 942.00 FF: 942.50L10 B5 WO [927.90](1 STE P S)LF: 931.00(LO/W W: 931.00) RG: 930.50GS: 941.50FF: 942.00L9 B5WO[927.90](1 STEPS)LF: 930.50(LO/WW: 930.50)RG: 930.00GS: 941.00FF: 941.50B5 L8WO[927.90](1 STEPS)LF: 930.00(LO/WW: 930.00)RG: 929.50GS: 940.50FF: 941.00L7 B5WO[923.40 ](1 STEPS)LF: 929.50(LO/WW: 929.50)RG: 929.00GS: 929.50FF: 931.50L10 B6WO[919.20 ](4 STEPS)LF: 920.00(LO/WW: 920.00)GS: 934.00FF: 936.00L2 B5WO[923.40 ](4 STEPS)LF: 924.50(LO/WW: 924.50)RG: 924.00GS: 935.50FF: 936.00L3 B5WO[923.40 ](1 STEPS)LF: 924.50(LO/WW: 924.50)RG: 924.00GS: 937.00FF: 937.50L4 B5WO[923.40 ](1 STEPS)LF: 926.00(LO/WW: 926.00)RG: 925.50GS: 938.00FF: 938.50B5 L5WO[923.40 ](1 STEPS)LF: 927.00(LO/WW: 927.00)RG: 926.50GS: 939.00FF: 939.50L6 B5WO[923.40 ](1 STEPS)LF: 928.00(LO/WW: 928.00)RG: 927.50GS: 928.00FF: 928.50L1 B5SOG[923.40 ](3 STEPS)LF: 928.50(LO/WW: 928.50)RG: 928.00GS: 931.50FF: 932.00L9 B6WO [919.20 ](1 STEPS)LF: 920.50(LO/WW: 920.50)RG: 920.00GS: 936.00FF: 936.50L8 B6WO [919.20 ](1 STEPS)LF: 925.00(LO/WW: 925.00)RG: 924.50GS: 940.00FF: 940.50B6 L7WO[919.20 ](1 STEPS)LF: 929.00(LO/WW: 929.00)RG: 928.50GS: 941.00FF: 941.50L6 B6WO[919.20 ](1 STEPS)LF: 930.00(LO/WW: 930.00)RG: 929.50GS: 939.50FF: 940.00L5 B6WO[919.20 ](1 STEPS)LF: 928.50(LO/WW: 928.50)RG: 928.00GS: 938.00FF: 938.50L4 B6WO[919.20 ](1 STEPS)LF: 927.00(LO/WW: 927.00)RG: 926.50GS: 937.00FF: 937.50L3 B6WO[919.20 ](1 STEPS)LF: 926.00(LO/WW: 926.00)RG: 925.50GS: 933.00FF: 933.50L2 B6WO[919.20 ](1 STEPS)LF: 922.00(LO/WW: 922.00)RG: 921.50GS: 925.00FF: 925.50L1 B6SOG[919.50 ](1 STEPS)LF: 925.50(LO/WW: 925.50)RG: 925.003H:1V 4H:1V 6.7%4.7%2.7%1.6%3.2%4.7%4.2%4.9%8.8%3.3%5.4%3.5%4.7%4.1%4.8%5.8%5.0%4.9%5.2%4.6%6.3%1.3%921.40 G (EOF)921.40 G (EOF)2.0%2.0%945.30 G (EOF)5.00%1.02%4.50%100-YEAR HWL: 925.08926.90 G (EOF)TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66MATCH LINE - SEE SHEET C601MATCH LINE - SEE SHEET C602MATCH LINE - SEE SHEET C602MATCH LINE - SEE SHEET C603MATCH LINE - SEE SHEET C602MATCH LINE - SEE SHEET C605PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESYMBOL LEGENDGRADING NOTESCITY OF LAKE ELMOSITE RESTORATION PLAN NOTESCITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.See sheet C600 for the City of Lake Elmo's grading and erosion standard plan notes.1.See sheet C600 for grading notes.1.See sheet C600 for the City of Lake Elmo's site restoration plan notes.TYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)902.00 TC901.00 GLRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSEDIMENT LOGSILT FENCEMAINTENANCE ACCESSSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C602NOT TO SCALEKEY PLANNORTHC602GRADING PLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30934944944 924926926928928932 932932932932934934934936936936936936936938938938938938936942942 946946 948948 952952954 954956 956928928 958958962962 926926926 964964 966966968968972974974972968968 966966964 964 926926926 962962 958958928928 956956954954952 952948948 946946 942942 936938938936936934934932932932928926924944944 934936948946944942948950952954934936932930928932934936938934936926932932934 936952 954 956 958 960 962 964 966 952954956958950ST. CROX SANCTUARYLINDEN AVE. N. CARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.41+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+00927927928928929929930930931931932932933933934934935935936936937937938938939939940940941942943943 944944945945946946947947 939940941942943944945946947948948945946947948949950951952953954955956957958959960961962963964965966967968969970971972973974925 925 926 926 927 927928928 929929 930930 931931 932932 933933934934935935936936937937938938939939940940941941942943944945946947929930931932933934935936937938939940941942943944945946947948921921922922 923923 924924 925925 926926 927 927928928929929930931932933934935936937938939940941942943920921922923924925926927928922923ROCK CONSTRUCTIONENTRANCETWO LAYERS OFSILT FENCETWO LAYERS OFSILT FENCE2.0%3H:1V3H:1V3H:1V3H:1V3H:1V3H:1V3H:1V3H:1V3H:1V3H:1VINLET PROTECTION (TYP.)INLET PROTECTION (TYP.)INLET PROTECTION (TYP.)WETLAND #5LARSON 100-YEAR HWL: 928.68VBWD 100-YEAR HWL: 929.00GS: 949.50 FF: 950.00 L16 B5 WO [927.90] (1 STEPS) LF: 938.50 (LO/WW: 1002.00) RG: 938.00 GS: 947.00 FF: 947.50 L15 B5 WO [927.90] (1 STEPS) LF: 936.00 (LO/WW: 1002.00) RG: 935.50 GS: 9 3 9. 0 0 FF: 9 3 9. 5 0 L11 B 5 WO [927. 9 0](1 ST E P S) LF: 9 2 8. 0 0 (LO/W W: 9 2 8. 0 0) RG: 9 2 7. 5 0 GS: 944.00 FF: 944.50 L14 B5 WO [927.90] (1 STEPS) LF: 933.00 (LO/WW: 933.00) RG: 932.50 GS: 938.00 FF: 939.50 L13 B5 WO [927.90] (3 STEPS) LF: 928.00 (LO/WW: 928.00) RG: 927.50 GS: 934.00 FF: 939.50L12 B5 SOG [927.90](3 STE P S)LF: 928.00(LO/W W: 928.00) RG: 927.50 GS: 942.00 FF: 942.50L10 B5 WO [927.90](1 STE P S)LF: 931.00(LO/W W: 931.00) RG: 930.50GS: 941.50FF: 942.00L9 B5WO[927.90](1 STEPS)LF: 930.50(LO/WW: 930.50)RG: 930.00GS: 929.50FF: 931.50L10 B6WO[919.20 ](4 STEPS)LF: 920.00(LO/WW: 920.00)GS: 930.00FF: 931.50L11 B6WO[919.20 ](3 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 949.00FF: 949.50L18 B6WO[931.00 ](1 STEPS)LF: 938.00(LO/WW: 938.00)RG: 937.50GS: 949.00FF: 949.50L17 B6WO[931.00 ](1 STEPS)LF: 938.00(LO/WW: 938.00)RG: 937.50GS: 947.00FF: 947.50L16 B6WO[931.00](1 STEPS)LF: 936.00(LO/WW: 936.00)RG: 935.50GS: 945.00FF: 945.50L15 B6WO[931.00](1 STEPS)LF: 934.00(LO/WW: 934.00)RG: 933.50GS: 941.00FF: 942.50L14 B6WO[931.00](3 STEPS)LF: 931.00(LO/WW: 931.00)RG: 930.50GS: 935.50FF: 936.00L13 B6WO[919.20](1 STEPS)LF: 924.50(LO/WW: 924.50)RG: 924.00GS: 932.00FF: 932.50L12 B6WO[919.20](1 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50GS: 931.50FF: 932.00L9 B6WO [919.20 ](1 STEPS)LF: 920.50(LO/WW: 920.50)RG: 920.00GS: 936.00FF: 936.50L8 B6WO [919.20 ](1 STEPS)LF: 925.00(LO/WW: 925.00)RG: 924.50GS: 940.00FF: 940.50B6 L75.4%3.7%3.3%1.7%4.7%5.1%4.5%4.7%5.1%4.1%5.2%5.8%6.7%4.7%2.7%1.6%5.4%3.5%4.7%4.1%928.95 G (EOF)2.0%2.0%2.0% 2.0%3.02%2.00%5.00%5.00%100-YEAR HWL: 925.08926.90 G (EOF)926.90 G (EOF)MATCH LINE - SEE SHEET C602MATCH LINE - SEE SHEET C603MATCH LINE - SEE SHEET C603MATCH LINE - SEE SHEET C606PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESYMBOL LEGENDGRADING NOTESCITY OF LAKE ELMOSITE RESTORATION PLAN NOTESCITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.See sheet C600 for the City of Lake Elmo's grading and erosion standard plan notes.1.See sheet C600 for grading notes.1.See sheet C600 for the City of Lake Elmo's site restoration plan notes.TYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)902.00 TC901.00 GLRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSEDIMENT LOGSILT FENCEMAINTENANCE ACCESSSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:GRADING PLANC603NOT TO SCALEKEY PLANNORTHC603ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30914914916 916918 918 918918918 918918 916 916916916916 914 914914914912 912912 908 908906 906904 904902 902898 896894 892 922 922 922922922922924924 924924924926926 926 926926926926926928928928 928928 928932932932932 934934934 936936 934918918916912912 916918934936 936934934 934932932932932 912912 928928928 928928 926926 926 926926926926924924 924924922 922 922922922892 894 896898 902 902904 904906 906908 908912 912912 914 914914914916 916916916918 918 918918918 918916916914914 902 922 924 926 928 930 920 92292492692814+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+000+00 925 925925926926926927927927928928928929929930930901902903904905906907908909910911912913914915916917918919920921922923924925926927928923924927928910911912913914915916917918919920921922923924925926927928929930931932915916917918921922923924925923924925926927928929930931924924925925926926927927928928929929930930931932916917918919 905906907908909910911912913914915916917918916917918919920921922923924RIP-RAP @ OUTLETSEDIMENT LOG SILT FENCE (TYP.) SILT FENCE (TYP.)3H:1V3H:1 V 3H:1V4H:1V4H:1V3H:1V3H:1V3H:1V3H:1V3H:1V3H:1V3H:1VINLET PROTECTION (TYP.)INLET PROTECTION (TYP.)INFILTRATION BASIN #2BASIN BOTTOM: 915.00OUTLET: 916.50LARSON 100-YEAR HWL: 917.62VBWD 100-YEAR HWL: 921.40WQV: 19,072 CFINFILTRATION BASIN #1BASIN BOTTOM: 916.00OUTLET: 917.50LARSON 100-YEAR HWL: 920.47VBWD 100-YEAR HWL: - - -WQV: 59,194 CFGS: 925.50FF: 926.00L4 B2SOG[923.40 ](1 STEPS)LF: 926.00(LO/WW: 926.00)RG: 925.50GS: 928.00FF: 928.50B2 L3SOG[923.40 ](1 STEPS)LF: 928.50(LO/WW: 928.50)RG: 928.00GS: 932.00FF: 935.00L2 B2LO[923.40 ](6 STEPS)LF: 923.50(LO/WW: 927.50)RG: 927.00GS: 932.00FF: 935.00L1 B2LO[923.40 ](6 STEPS)LF: 923.50(LO/WW: 927.50)RG: 927.00GS: 927.50FF: 928.00L1 B3WO[898.38](1 STEPS)LF: 916.50(LO/WW: 916.50)RG: 916.00GS: 928.50FF: 929.00L2 B3WO[898.38](1 STEPS)LF: 917.50(LO/WW: 917.50)RG: 917.00GS: 930.50FF: 931.00L3 B3WO[898.38](1 STEPS)LF: 919.50(LO/WW: 919.50)RG: 919.00GS: 932.00FF: 932.50L4 B3WO[898.38](1 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50GS: 932.50FF: 933.00L5 B3WO[898.38](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00GS: 932.50FF: 933.00L6 B3WO[920.30](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00(LO/WW: 921.00)RG: 920.502.9% 3.3% 6.5%4.5%5.6%5.2%4.4%4.6%4.1%2.7%3.2%918.50 B (EOF)919.90 G (EOF)2.0%2.0%1.95%1.30%0.50%TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30MATCH LINE - SEE SHEET C604MATCH LINE - SEE SHEET C607MATCH LINE - SEE SHEET C604MATCH LINE - SEE SHEET C605MATCH LINE - SEE SHEET C601MATCH LINE - SEE SHEET C604PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESYMBOL LEGENDGRADING NOTESCITY OF LAKE ELMOSITE RESTORATION PLAN NOTESCITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.See sheet C600 for the City of Lake Elmo's grading and erosion standard plan notes.1.See sheet C600 for grading notes.1.See sheet C600 for the City of Lake Elmo's site restoration plan notes.TYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)902.00 TC901.00 GLRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSEDIMENT LOGSILT FENCEMAINTENANCE ACCESSSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C604NOT TO SCALEKEY PLANNORTHC604GRADING PLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30914 914914914 914916916 916916916 916916918918918918918918 918 918922928926926924924924922922922916914922 922926926922922922 928 932 908908934906 906924926 908 928904904904902902902898898896896908908916932898934916918936916918912 912912912 912912 918916918916898916908908896896898898902902902904904904928908 926 924906 906934908908932 912 912912912 912912 928 922922922 926926922 922914916922922922924924924926926928922918918 918 918918918918918916916 916916916 916916914 914914914 9149329349369382212TAMARAK FARM ESTATES10+0011+0012+0013+0014+0015+00927928929915915916916917917918918919919920920921921922922923923924924925926927928929930902902903904905906907908909910911912913914915916917918919920921922923924925926927928902902 903 904905906907908916 917 918 919 905906907908909910911912913914915916917918916917918919920921922923924925926927928929930RIP-RAP @ OUTLETSEDIMENT LOGRIP-RAP @ OUTLETRIP-RAP @ OUTLETTWO LAYERS OFSILT FENCETWO LAYERS OFSILT FENCETWO LAYERS OFSILT FENCE5H:1V3H:1V4H:1V5H:1V4H:1V4H:1V3H:1V3H:1V3H:1V2.00%2.00%2.00%2.00%INLET PROTECTION (TYP.)INFILTRATION BASIN #2BASIN BOTTOM: 915.00OUTLET: 916.50LARSON 100-YEAR HWL: 917.62VBWD 100-YEAR HWL: 921.40WQV: 19,072 CFINFILTRATION BASIN #1BASIN BOTTOM: 916.00OUTLET: 917.50LARSON 100-YEAR HWL: 920.47VBWD 100-YEAR HWL: - - -WQV: 59,194 CFWETLAND #1LARSON 100-YEAR HWL: 911.83VBWD 100-YEAR HWL: 917.20WETLAND #2LARSON 100-YEAR HWL: 911.78VBWD 100-YEAR HWL: 917.20WETLAND #3LARSON 100-YEAR HWL: 911.85VBWD 100-YEAR HWL: 917.20GS: 929.50FF: 931.50L10 B6WO[919.20 ](4 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50L9 B6WO [919.20 ](1 STEPS)LF: 920.50(LO/WW: 920.50)RG: 920.00GS: 931.00FF: 931.50L8 B1WO[919.20 ](1 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 931.00FF: 931.50L7 B1WO[919.20 ](1 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 931.00FF: 931.50L6 B1WO[919.20 ](1 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 931.50FF: 932.00L5 B1WO[919.20 ](1 STEPS)LF: 920.50(LO/WW: 920.50)RG: 920.006.7%6.3%5.3%4.2%4.2%918.50 B (EOF)917.20 G (EOF)916.90 G (EOF)919.90 G (EOF)0.50%TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30MATCH LINE - SEE SHEET C605MATCH LINE - SEE SHEET C608MATCH LINE - SEE SHEET C605MATCH LINE - SEE SHEET C606MATCH LINE - SEE SHEET C604MATCH LINE - SEE SHEET C605MATCH LINE - SEE SHEET C602MATCH LINE - SEE SHEET C605PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESYMBOL LEGENDGRADING NOTESCITY OF LAKE ELMOSITE RESTORATION PLAN NOTESCITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.See sheet C600 for the City of Lake Elmo's grading and erosion standard plan notes.1.See sheet C600 for grading notes.1.See sheet C600 for the City of Lake Elmo's site restoration plan notes.TYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)902.00 TC901.00 GLRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSEDIMENT LOGSILT FENCEMAINTENANCE ACCESSSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C605NOT TO SCALEKEY PLANNORTHC605GRADING PLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30914914916916918918922922924924926926928924922908908912912932932934934936936938936 912936912912908908 912922924928926924924922922918918916916914914936934936932930928934932934936938OUTLOT A2211TAMARAK FARM ESTATES915916917918919920921922923924925926927928916917918919920921922923RIP-RAP @ OUTLETTWO LAYERS OFSILT FENCE3H:1V5H:1V5H:1VLARSON 100-YEAR HWL: 911.85WETLAND #4LARSON 100-YEAR HWL: 914.17VBWD 100-YEAR HWL: 917.20GS: 929.50FF: 931.50L10 B6WO[919.20 ](4 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 930.00FF: 931.50L11 B6WO[919.20 ](3 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50FF: 932.50L12 B6WO[919.20](1 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50L9 B6WO [919.20 ](1 STEPS)LF: 920.50(LO/WW: 920.50)RG: 920.005.8%6.7%2.0%926.90 G (EOF)MATCH LINE - SEE SHEET C605MATCH LINE - SEE SHEET C606MATCH LINE - SEE SHEET C603MATCH LINE - SEE SHEET C606PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESYMBOL LEGENDGRADING NOTESCITY OF LAKE ELMOSITE RESTORATION PLAN NOTESCITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.See sheet C600 for the City of Lake Elmo's grading and erosion standard plan notes.1.See sheet C600 for grading notes.1.See sheet C600 for the City of Lake Elmo's site restoration plan notes.TYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)902.00 TC901.00 GLRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSEDIMENT LOGSILT FENCEMAINTENANCE ACCESSSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C606NOT TO SCALEKEY PLANNORTHC606GRADING PLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30924 904 906908912 914918 918916916916914914914912912912908908908906906904902902902 922898898896896894894892 892892926922924926926924922926 892 892892894894896896898898922902902902904 906906908908908 912 912912914914914916916916 918918914 912 908906904 924 50TH STREET N.OUTLOT BOUTLOT GLILYAVE N.LILY AVE N.911912913914915916917918919920921922923924925926927928929930931897901906902903904905906907908909910RIP-RAP @ OUTLET SILT FENCE (TYP.) SILT FENCE (TYP.)3H:1V3H:1V3H:1V4H:1V3H:1VINLET PROTECTION (TYP.)WETLAND #10LARSON 100-YEAR HWL: 896.46VBWD 100-YEAR HWL: 894.70WETPOND #1BASIN BOTTOM: 897.00NWL: 905.00LARSON 100-YEAR HWL: 909.39VBWD 100-YEAR HWL: - - -RIP-RAP @ OUTLET909.50 G (EOF)919.90 G (EOF) SILT FENCE (TYP.)RIP-RAP @ OUTLETMATCH LINE - SEE SHEET C604MATCH LINE - SEE SHEET C607MATCH LINE - SEE SHEET C607MATCH LINE - SEE SHEET C608PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESYMBOL LEGENDGRADING NOTESCITY OF LAKE ELMOSITE RESTORATION PLAN NOTESCITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.See sheet C600 for the City of Lake Elmo's grading and erosion standard plan notes.1.See sheet C600 for grading notes.1.See sheet C600 for the City of Lake Elmo's site restoration plan notes.TYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)902.00 TC901.00 GLRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSEDIMENT LOGSILT FENCEMAINTENANCE ACCESSSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C607NOT TO SCALEKEY PLANNORTHC607GRADING PLANELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30918918918928926926926 926924 924924 924 922922 916916916916914914914914912 912912912908908 908906906904 904904902902928924924926926924924928 902902 904 904906908908 912 912914914916916924 926918928 9269249229204OUTLOT COUTLOT D22233TAMARAK FARM ESTATESOUTLOT GTHE FIELDS OF ST. CROIXLINDENTRAIL50TH STREET N.9119129139149159169179189199209219229239249259269279289299309319179179189189199199209209219219229229239239249249259259269279289299309319320+001+002+003+00 4+005+00 6+007+008+009+0010+0011+00897898899900901902903904905906907908909910911912913914915916917918919920921922923915915916916917917918918919919920920921921922922923923924924925926927928929930930931931915916917918919920921922923924925926918919920921922923924925926927928929930931932902903904905906907908909910ROCK CONSTRUCTIONENTRANCERIP-RAP @ OUTLETRIP-RAP @ OUTLET SILT FENCE (TYP.) SILT FENCE (TYP.)3H:1V3H:1V3H:1V3H:1V3H:1V4H:1V4H:1V3H:1V3H:1V3H:1V3H:1V3H:1V2.00%2.00%2.00%2.00%2.00%2.00%2.00%INLET PROTECTION (TYP.)INLET PROTECTION (TYP.)INLET PROTECTION (TYP.)WETPOND #1BASIN BOTTOM: 897.00NWL: 905.00LARSON 100-YEAR HWL: 909.39VBWD 100-YEAR HWL: - - -GS: 931.00FF: 931.50L6 B1(1 STEPS)LF: 920.00(LO/WW: 920.00)RG: 919.50GS: 931.50FF: 932.00L5 B1WO[919.20 ](1 STEPS)LF: 920.50(LO/WW: 920.50)RG: 920.00GS: 932.00FF: 932.50B1 L4WO[919.20 ](1 STEPS)LF: 921.00(LO/WW: 921.00)RG: 920.50GS: 932.50FF: 933.00L3 B1WO[919.20 ](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00GS: 932.50FF: 933.00L2 B1WO[919.20 ](1 STEPS)LF: 921.50(LO/WW: 921.50)RG: 921.00GS: 930.50FF: 931.00L1 B1WO[919.20 ](1 STEPS)LF: 919.50(LO/WW: 919.50)RG: 919.00RIP-RAP @ OUTLET4.2%4.2%3.8%3.6%3.6%7.4%916.90 G (EOF)916.90 G (EOF)916.90 G (EOF)916.50 G (EOF)914.95 G (EOF)909.50 G (EOF)919.90 G (EOF)0.50%5.00%RIP-RAP @ OUTLETMATCH LINE - SEE SHEET C605MATCH LINE - SEE SHEET C608MATCH LINE - SEE SHEET C607MATCH LINE - SEE SHEET C608PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESYMBOL LEGENDGRADING NOTESCITY OF LAKE ELMOSITE RESTORATION PLAN NOTESCITY OF LAKE ELMO GRADING ANDEROSION STANDARD PLAN NOTES1.See sheet C600 for the City of Lake Elmo's grading and erosion standard plan notes.1.See sheet C600 for grading notes.1.See sheet C600 for the City of Lake Elmo's site restoration plan notes.TYPICAL LOTGS: 919.00RG:909.00[907.50]WOGARAGE SLAB ELEVATIONMINIMUM LOW FLOOR/LOWOPENING ELEVATIONFINISH GROUND ELEVATIONAT REAR OF PADWO = WALKOUTLO = LOOKOUTSOG = SLAB ON GRADEL# B#LOT & BLOCK NUMBERFF: 920.50FIRST FLOOR ELEVATIONLF:909.50LOW FLOOR ELEVATIONTYPE OF HOME(LO/WW: 909.50)LOOKOUT/WINDOW WELLELEVATION(X STEPS)902.00 TC901.00 GLRIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONSEDIMENT LOGSILT FENCEMAINTENANCE ACCESSSPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMUNOUSC - CONCRETEOF - OVERFLOWEOF - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)LARSON - 100 YEAR HWLWETLANDFEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C600 Grading & Erosion Control.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:GRADING PLANC608NOT TO SCALEKEY PLANNORTHC608ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARK DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:WATER DETAILSC700PIPE FOUNDATION DETAILS1C700STABILIZING OF TRENCHSPECIAL FOUNDATION FOR2C700TYPICAL HYDRANT LAYOUT3C700GATE VALVE INSTALLATION4C700GATE VALVE ADAPTER5C700CONCRETE REACTION BACKING6C700WATER SERVICE ON DIP MAIN7C700 DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:WATER DETAILSC701IRRIGATION SERVICE1C701WATERMAIN OFFSET2C701 DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:SANITARY SEWERDETAILSC702BEDDING METHODGRANULAR MATERIAL1C702MANHOLE, TYPE 301SANITARY SEWER2C702OUTSIDE DROPSANITARY SEWER3C702SANITARY SEWER SERVICE4C702TRACER WIRE PLAN VIEW5C702 DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:STORM SEWERDETAILSC703CATCH BASIN, TYPE 4021C703CATCH BASIN, TYPE 4042C703WITH SUMP, TYPE 405CATCH BASIN/MANHOLE3C703TYPE 406CATCH BASIN/MANHOLE4C703TYPE 407STORM SEWER MANHOLE,5C703TYPE 408STORM SEWER MANHOLE, 6C703TYPE 409STORM SEWER MANHOLE,7C703RIPRAP AT RCP OUTLETS8C703 DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:STORM SEWERDETAILSC704OFFROAD DRAIN TILE1C704TYPICAL POND SECTION2C704OUTLET CONTROL STRUCTURE3C704DRAINTILE CLEANOUT4C704DRAIN TILE CONNECTIONS5C704DRAINTILE CLEANOUT6C704 DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:PAVEMENT DETAILSC705PEDESTRIAN RAMP DETAILSMNDOT STANDARD1C705 DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:PAVEMENT DETAILSC706CURB & GUTTER TRANSITIONS CATCH BASIN PLACEMENT AND1C706TRUNCATED DOMESDETECTABLE WARNING SURFACE-2C706MANHOLE CASTING ADJUSTMENT3C706MILLED LAP JOINT4C706CONCRETE CURB MARKING5C706 DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:EROSION DETAILSC707EROSION CONTROL BLANKET6C707SLOPE INSTALLATION1.3B.12"(30 cm)(15 cm)6"3A.2"-5"4.(5cm-12.5cm)(7.5cm)3"2.(15 cm)6"1.PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARYAPPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA.CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITHAPPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'sWITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL ANDCOMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OFRECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKESSPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.3.ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDEAGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES INAPPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKESSHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.4.THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ONRECP's TYPE.5.CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP'sWIDTH. NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BENECESSARY TO PROPERLY SECURE THE RECP's. PROTECTION DEVICE (OR EQ.)INFRASAFE INLET8C707SIDE VIEWFRONT VIEWREUSABLE400 MICRONFILTER BAG INEACH BASKETAT BASIN EMERGENCY OVERFLOWTURF REINFORCEMENT MAT (TRM)7C707NEW TOPSOILINSTALL MAT WITHSTAPLES/ANCHORSPER MANUFACTURER'SINSTALLATION GUIDESILT FENCE1C707DITCH CHECK (FIBER ROLL)2C707STORM SEWER INLETSEDIMENT CONTROL AROUND3C707ROCK CONSTRUCTION ENTRANCE4C707TYPICAL SERVICE PROTECTION5C707 DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C700 Details.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:EROSION DETAILSAND NOTESC708CROSS SECTIONINFILTRATION BASIN1C708VARIES(PER PLAN)SLOPE PER PLAN(4:1 MAX)6" MINSLOPE PER PLAN(4:1 MAX)NOTES:1.THE EXISTING SOILS SHALL BE PROTECTED FROM COMPACTION DUE TOCONSTRUCTION TRAFFIC. AREAS SHALL BE STAKED AND MARKED OFF, WITHONLY LOW IMPACT EQUIPMENT (TRACKED OR SIMILAR) ALLOWED.MNDOT SEED MIX: 33-261OR AS SPECIFIED ON LANDSCAPE PLANEXTEND MODIFIED SOIL UP SLOPESTO POND OUTLET ELEVATIONEXISTINGSOILSPRE-MIXED PLANTING MEDIUM:PLAISTED'S RAIN GARDEN PEATMIX (80% SAND, 20% PEAT),OREQUAL. PLANTING MEDIUMSHALL PROVIDE 0.8"/HR TO1.6"/HR INFILTRATION RATE ATSPECIFIED COMPACTION,VERIFY W/SUPPLIER.EXCAVATE POND BOTTOMTO EXISTING PERMEABLESOILS. REMOVE ANDDISPOSE OF EXISTINGTOPSOIL AND ANY SOILSNON-CONDUCIVE TOINFILTRATION. SEEGEOTECH REPORT.18" MINRETAINING WALL DETAIL2C708VARIESBACKFILL WITH NEWGOOD QUALITYTOPSOIL AND SODNEW CAPSTONENEW MODULAR BLOCKTW (SEE GRADING PLAN)CLASS 5 LEVELING PAD(12" MIN. THICKNESS, 6" WIDER THAN BLOCK)BW (SEE GRADING PLAN)BACKFILL WITH NEWGOOD QUALITYTOPSOIL AND SOD GS: 949.50 FF: 950.00 B5 L16 WO [xxx.xx ] (1 STEPS) LF: 938.50 (LO/WW: 1002.00) RG: 938.00 GS: 947.00 FF: 947.50 B5 L15 WO [xxx.xx ] (1 STEPS) LF: 936.00 (LO/WW: 1002.00) RG: 935.50 GS: 939.00 FF: 939.50 B5 L11 WO [xxx.xx ] (1 STEPS) LF: 928.00 (LO/WW: 928.00) RG: 927.50 GS: 944.00 FF: 944.50 B5 L14 WO [xxx.xx ] (1 STEPS) LF: 933.00 (LO/WW: 933.00) RG: 932.50 GS: 938.00 FF: 939.50 B5 L13 WO [xxx.xx ] (3 STEPS) LF: 928.00 (LO/WW: 1002.00) RG: 927.50 GS: 934.00 FF: 939.50 B5 L12 SOG [xxx.xx ] (3 STEPS) LF: 928.00 (LO/WW: 1002.00) RG: 927.50 GS: 942.00 FF: 942.50 B5 L10 WO [xxx.xx ] (1 STEPS) LF: 931.00 (LO/WW: 931.00) RG: 930.50 GS: 941.50 FF: 942.00 B5 L9 WO [xxx.xx ] (1 STEPS) LF: 930.50 (LO/WW: 930.50) RG: 930.00 GS: 941.00 FF: 941.50 B5 L8 WO [xxx.xx ] (1 STEPS) LF: 930.00 (LO/WW: 930.00) RG: 929.50 GS: 940.50 FF: 941.00 B5 L7 WO [xxx.xx ] (1 STEPS) LF: 929.50 (LO/WW: 929.50) RG: 929.00 GS: 929.50 FF: 931.50 B6 L10 WO [919.20 ] (4 STEPS) LF: 920.00 (LO/WW: 920.00) RG: 919.50 GS: 930.00 FF: 931.50 B6 L11 WO [919.20 ] (3 STEPS) LF: 920.00 (LO/WW: 920.00) RG: 919.50 GS: 934.00 FF: 936.00 B5 L2 WO [923.40 ] (4 STEPS) LF: 924.50 (LO/WW: 924.50) RG: 924.00 GS: 935.50 FF: 936.00 B5 L3 WO [923.40 ] (1 STEPS) LF: 924.50 (LO/WW: 924.50) RG: 924.00 GS: 937.00 FF: 937.50 B5 L4 WO [923.40 ] (1 STEPS) LF: 926.00 (LO/WW: 926.00) RG: 925.50 GS: 938.00 FF: 938.50 B5 L5 WO [923.40 ] (1 STEPS) LF: 927.00 (LO/WW: 927.00) RG: 926.50 GS: 939.00 FF: 939.50 B5 L6 WO [923.40 ] (1 STEPS) LF: 928.00 (LO/WW: 928.00) RG: 927.50 GS: 928.00 FF: 928.50 B5 L13 SOG [923.40 ] (3 STEPS) LF: 928.50 (LO/WW: 928.50) RG: 928.00 GS: 949.00 FF: 949.50 B6 L18 WO [931.00 ] (1 STEPS) LF: 938.00 (LO/WW: 938.00) RG: 937.50 GS: 949.00 FF: 949.50 B6 L17 WO [931.00 ] (1 STEPS) LF: 938.00 (LO/WW: 938.00) RG: 937.50 GS: 947.00 FF: 947.50 B6 L16 WO [931.00] (1 STEPS) LF: 936.00 (LO/WW: 936.00) RG: 935.50 GS: 945.00 FF: 945.50 B6 L15 WO [931.00] (1 STEPS) LF: 934.00 (LO/WW: 934.00) RG: 933.50 GS: 941.00 FF: 942.50 B6 L14 WO [931.00] (3 STEPS) LF: 931.00 (LO/WW: 931.00) RG: 930.50 GS: 935.50 FF: 936.00 B6 L13 WO [919.20] (1 STEPS) LF: 924.50 (LO/WW: 924.50) RG: 924.00 GS: 932.00 FF: 932.50 B6 L12 WO [919.20] (1 STEPS) LF: 921.00 (LO/WW: 921.00) RG: 920.50 GS: 931.50 FF: 932.00 B6 L9 WO [919.20 ] (1 STEPS) LF: 920.50 (LO/WW: 920.50) RG: 920.00 GS: 936.00 FF: 936.50 B6 L8 WO [919.20 ] (1 STEPS) LF: 925.00 (LO/WW: 925.00) RG: 924.50 GS: 940.00 FF: 940.50 B6 L7 WO [919.20 ] (1 STEPS) LF: 929.00 (LO/WW: 929.00) RG: 928.50 GS: 941.00 FF: 941.50 B6 L6 WO [919.20 ] (1 STEPS) LF: 930.00 (LO/WW: 930.00) RG: 929.50 GS: 939.50 FF: 940.00 B6 L5 WO [919.20 ] (1 STEPS) LF: 928.50 (LO/WW: 928.50) RG: 928.00 GS: 938.00 FF: 938.50 B6 L4 WO [919.20 ] (1 STEPS) LF: 927.00 (LO/WW: 927.00) RG: 926.50 GS: 937.00 FF: 937.50 B6 L3 WO [919.20 ] (1 STEPS) LF: 926.00 (LO/WW: 926.00) RG: 925.50 GS: 933.00 FF: 933.50 B6 L2 WO [919.20 ] (1 STEPS) LF: 922.00 (LO/WW: 922.00) RG: 921.50 GS: 925.00 FF: 925.50 B6 L1 SOG [923.40 ] (1 STEPS) LF: 925.50 (LO/WW: 925.50) RG: 925.00 GS: 925.50 FF: 926.00 B2 L4 SOG [923.40 ] (1 STEPS) LF: 926.00 (LO/WW: 926.00) RG: 925.50 GS: 928.00 FF: 928.50 B2 L3 SOG [923.40 ] (1 STEPS) LF: 928.50 (LO/WW: 928.50) RG: 928.00 GS: 932.00 FF: 935.00 B2 L2 LO [923.40 ] (6 STEPS) LF: 923.50 (LO/WW: 927.50) RG: 927.00 GS: 932.00 FF: 935.00 B2 L1 LO [923.40 ] (6 STEPS) LF: 923.50 (LO/WW: 927.50) RG: 927.00 GS: 931.00 FF: 931.50 B1 L8 WO [919.20 ] (1 STEPS) LF: 920.00 (LO/WW: 920.00) RG: 919.50 GS: 931.00 FF: 931.50 B1 L7 WO [919.20 ] (1 STEPS) LF: 920.00 (LO/WW: 920.00) RG: 919.50 GS: 931.00 FF: 931.50 B1 L6 WO [919.20 ] (1 STEPS) LF: 920.00 (LO/WW: 920.00) RG: 919.50 GS: 931.50 FF: 932.00 B1 L5 WO [919.20 ] (1 STEPS) LF: 920.50 (LO/WW: 920.50) RG: 920.00 GS: 932.00 FF: 932.50 B1 L4 WO [919.20 ] (1 STEPS) LF: 921.00 (LO/WW: 921.00) RG: 920.50 GS: 932.50 FF: 933.00 B1 L3 WO [919.20 ] (1 STEPS) LF: 921.50 (LO/WW: 921.50) RG: 921.00 GS: 927.50 FF: 928.00 B3 L1 WO [898.38] (1 STEPS) LF: 916.50 (LO/WW: 916.50) RG: 916.00 GS: 928.50 FF: 929.00 B3 L2 WO [898.38] (1 STEPS) LF: 917.50 (LO/WW: 917.50) RG: 917.00 GS: 930.50 FF: 931.00 B3 L3 WO [898.38] (1 STEPS) LF: 919.50 (LO/WW: 919.50) RG: 919.00 GS: 932.00 FF: 932.50 B3 L4 WO [898.38] (1 STEPS) LF: 921.00 (LO/WW: 921.00) RG: 920.50 GS: 932.50 FF: 933.00 B3 L5 WO [898.38] (1 STEPS) LF: 921.50 (LO/WW: 921.50) RG: 921.00 GS: 932.50 FF: 933.00 B3 L6 WO [920.30] (1 STEPS) LF: 921.50 (LO/WW: 921.50) RG: 921.00 GS: 931.00 FF: 932.50 B3 L7 WO [920.30] (3 STEPS) LF: 921.00 (LO/WW: 921.00) RG: 920.50 GS: 924.50 FF: 925.00 B3 L8 SOG [920.30] (2 STEPS) LF: 924.50 (LO/WW: 924.50) RG: 924.00 GS: 924.00 FF: 924.50 B3 L9 SOG [920.30] (2 STEPS) LF: 924.00 (LO/WW: 924.00) RG: 923.50 GS: 923.50 FF: 924.00 B3 L9 SOG [920.30] (2 STEPS) LF: 923.50 (LO/WW: 923.50) RG: 923.00 GS: 924.00 FF: 924.50 B4 L1 SOG [923.40 ] (3 STEPS) LF: 924.50 (LO/WW: 924.50) RG: 924.00 GS: 924.00 FF: 924.50 B4 L2 SOG [923.40 ] (3 STEPS) LF: 924.50 (LO/WW: 924.50) RG: 924.00 25' MIN BUFFER 50' AVERAGE BUFFER 25' MIN BUFFER 50' AVERAGE BUFFER 25' MIN BUFFER 50' AVERAGE BUFFER 25' MIN BUFFER 50' AVERAGE BUFFER 25' MIN BUFFER 75' AVERAGE B U F F E R 25' MIN BUFFER 100' AVERAGE BUFFE R 25' MIN B U F F E R 75' AVE R A G E B U F F E R 25' MIN B U F F E R 75' AVERA G E B U F F E R 25' MI N B U F F E R 75' AV E R A G E B U F F E R OUTLOT B OUTLOT D OUTLOT A 2 2 1 2 3 1 TAMARAK FARM ESTATESLINDEN OUTLOT COUTLOT D ST. CROX SANCTUARY LINDEN TRAIL MANNING AVE. N.12"RCP FE=930.0 WETLAND #11 MANAGE 1 AREA=220,569 SQ.FT. VBWD EXST-HWL: 894.70 LARSON EXST-HWL: 896.86 WETLAND #3 MANAGE 1 AREA=113,741 SQ.FT. VBWD EXST-HWL: 917.20 LARSON EXST-HWL: 912.77 WETLAND #4 MANAGE PRESERVE AREA=220,225 SQ.FT. VBWD EXST-HWL: 917.20 LARSON EXST-HWL: 914.16 WETLAND #5 MANAGE 1 AREA=72,413 SQ.FT. VBWD EXST-HWL: 929.00 LARSON EXST-HWL: 928.87 WETLAND #10 MANAGE 2 AREA=27,798 SQ.FT. VBWD EXST-HWL: 918.30 LARSON EXST-HWL: 917.57 WETLAND #8 MANAGE 2 AREA=1,253 SQ.FT. VBWD EXST-HWL: 921.40 LARSON EXST-HWL: 919.90 WETLAND #7 MANAGE 2 AREA=24,202SQ.FT. VBWD EXST-HWL: 921.40 LARSON EXST-HWL: 919.90 WETLAND #9 MANAGE 2 AREA=2,760 SQ.FT. VBWD EXST-HWL: 945.40 LARSON EXST-HWL: 945.55 WETLAND #6 MANAGE 2 AREA=8,127 SQ.FT. VBWD EXST-HWL: 945.30 LARSON EXST-HWL: 944.11 WETLAND #2 MANAGE 1 AREA=29,573 SQ.FT. VBWD EXST-HWL: 917.20 LARSON EXST-HWL: 912.77 WETLAND #1 MANAGE 1 AREA=53,117 SQ.FT VBWD EXST-HWL: 917.20 LARSON EXST-HWL: 912.77 GS: 932.50 FF: 933.00 B1 L3 WO [919.20 ] (1 STEPS) LF: 921.50 (LO/WW: 921.50) RG: 921.00 GS: 932.50 FF: 933.00 B1 L2 WO [919.20 ] (1 STEPS) LF: 921.50 (LO/WW: 921.50) RG: 921.00 GS: 930.50 FF: 931.00 B1 L1 WO [919.20 ] (1 STEPS) LF: 919.50 (LO/WW: 919.50) RG: 919.00 50TH STREET N. LINDEN TRAIL STMH RIM=923.0 INLET=922.2 INV= STMH RIM=901.7 INLET=900.6 INV=895.8 (DIRT FILLED)15"RCP FE=894.9 18"RCP FE=895.0 STMH RIM=901.7 INLET=900.9 INV=894.4 15"RCP FE=908.4 STMH RIM=912.8 INLET=912.1 INV=908.7 18"CMP FE=918.2 15"RCP 12"RCP 12"RCP WETLAND #11 MANAGE 1 AREA=220,569 SQ.FT. VBWD EXST-HWL: 894.70 LARSON EXST-HWL: 896.86 Landscape Plan L1.0 DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title: Project #: Drawn By: Checked By: Issue Date: 12256098.000 JAK C:\Users\jimka\Alexs Lawn And Turf\DreamScapes - Documents\DESIGN PROJECTS 2025\Jim\Design\Lake Elmo Granvia Preserve\02-Drawings\CAD\2026\2026 Legands Of Lake Elmo - Landscape.dwgProject Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422James A Kalkes, RLA Date: Lic. No.:01.22.26 45071 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.com BOTANICAL NAME DECIDUOUS TREES KEY COMMON NAME 2.5"BB - SIZE ROOT QTY. 2.5"BB - 2.5"BB - 2.5"BB - 2.5"BB - WO HL BL HB RM 1.5"BB - ORNAMENTAL TREES 1.5"BB -Amelanchier x grandiflora 'Autumn Brilliance' RB SB STRAIT LEADERNO "V" CROTCH1.5"BB -Malus x 'Spring Snow'SS EVERGREEN TREES 6'BB -Picea glauca var. DensataBH FULL FORMTO GRADE-6'BBLarix LaricinaTA LANDSCAPE LEGEND CLUMPFORMSTRAIT LEADER NO "V" CROTCH2.5"BB -SM 1.5"BB -Syringa ReticulataTL -6'BBPinus sylvestrisSP 15'50' INSTALL HEIGHT MATURE HEIGHT 10'50' 15'60' 15'50' 14'50' 14'50' 8'25' 8'20' 8'20' 6'40' 6'50' 6'50' 8'25' Picea abesNS CH Tsuga canadensis -6'BB -6'BB 6'60' 6'40' -6'BBJuniperious VirginianaRC 6'30' BF -6'BB 6'40' ·Lake Elmo Landscaping standards. ··A landscape plan for the entire site is required and shall consist of at least ten trees per building site; and trees shall not be not less than 1.5 inches in caliper measured at 54 inches above grade level. ··Boulevard landscaping is required along all streets to consist of at least one tree per every 30 feet or placed in clusters at the same ratio. ·BOULEVARD TREES ··TBD - Main Street Going North / South ···5290lf / 30 =176 TREES ··TBD - Cul-de-sac oing North / South ···780lf / 30 =26 TREES (Total Boulevard Trees) =202 TREES 202 Trees @2.5 CA =505 CA -On Plan - (508 ca)203 Boulevard Trees -Trail Trees - (97ca)78 Trees ·TREES FROM TREE PRESERVATION PLAN NEEDED 3425cs ···(3425ca / 2.5ca = 1370 Trees Needed) ·HOME OWNER TREES ··Lake Elmo Landscaping standards. ··A landscape plan for the entire site is required and shall consist of at least ten trees per building site; and trees shall not be not less than 1.5 inches in caliper measured at 54 inches above grade level. ··Each Home shall have as a minimum - 10 tree @ 2.5CA = 25 CA PER LOT ··58 LOTS X 25CA = 1450 CA ···TWO TREES IN THE FRONT YARD AND ONE TREE IN THE REAR YARD SHALL BE INSTALLED BY THE BUILDER/HOMEOWNER. CITY of LAKE ELMO LANDSCAPE CODE 2.5"BB -DE 14'50' QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. EXISTING GRADE GUY WIRE WITH WEBBING FLAGGING- ONE PER WIRE PLANTING SOIL MIXTURE (SEE SPEC.) MINIMUM 1/2 WIDTH OF ROOT BALL 4"-6" SHREDDED BARK MULCH UNDISTURBED OR STABILIZED SUBSOIL NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2" WIDE STRAP (TYP) DOUBLE STRAND 10 GA. WIRE, 2-7" ROLLED STEEL POSTS (MnDOT 3401) @ 180° O.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM ORIENTATION OF GUY LINES AND STAKES 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM TOP 1/3 OF THE BALL. REMOVE ALL TWINE. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 6. WATER TO SETTLE PLANTS AND FILL VOIDS. 5. PLUMB AND BACKFILL WITH BACKFILL SOIL. 7. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. 8. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING PLAN 12"6"2'(MIN.)6"6"8" 2-PLY NYLON STRAPS DOUBLE STRAND 12 GAUGE WIRE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TREE WRAP Primary roots shall be at finished grade 4" HARDWOOD MULCH & 4" DEEP SAUCER 8' STEEL TEE POST-3 REQUIRED AT 120° BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP & ROPE FROM TOP 1/3 OF THE BALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. Planting depth: Trees shall be installed so primary roots are at finished grade. do not plant too deeply or trees shall be rejected and will require corrections. STAKING AND GUYING - IS AT THE decretion OF THE CONTRACTOR UNDER THE WARRANTY PERIOD. 2' MIN. TO PAVED SURFACELC BACKFILL WITH PLANTING ALL SPACE BETWEEN THE PLANTS TO FULL DEPTH. UNDISTURBED SOIL FINAL GRADE POLY EDGER 4" DEEP HARD WOOD MULCH SIDEWALK/CURB MIN. 6" (TYP.) MIX 6" AT THE SIDES AND 2.5"BB -GB 14'50' SWAMP WHITE OAK SHADEMASTER HONEYLOCUST BOULEVARD LINDEN HACKBERRY SUGAR MAPLE NORTHWOODS MAPLE PATRIOT ELM AUTUMN GOLD GINKGOGinkgo biloga 'Autumn Gold' Ulmus x 'Patriot' Acer rubrum 'Nothwoods' Acer saccharum Celtis occidentalis Tilia americana 'Boulevard' Gleditsia triacanthos var. inermis 'Shademaster' Quercus bicolor Betula nigra 'Shilo Splash' JAPANESE TREE LILAC SPRING SNOW CRABAPPLE AUTUMN BRILLIANCE SERVICEBERRY SHILOH SPLASH RIVER BIRCH BLACK HILLS SPRUCE CANADIAN HEMLOCK SCOTCH PINE NORWAY SPRUCE EASTERN LARCH / TAMARACK EASTERN RED CEDAR BALSAM FIRAbies Balsamea NATIVE WET PRAIRIE MN SEED MIX 34-271 (OLD BWSR W2) sf WETLAND FRINGE MN SEED MIX 35-221 (OLD BWSR U6) sf COMMERCIAL TURF - SOD HIGHLAND SOD SF MNDOT 260 MN SEED MIX 25-131 (OLD MNDOT 260) & ALL AREAS DISTURBED BY CONSTRUCTION NOT INTENDED (USE EROSION CONTROL BLANKET SODDED, OR RETENTION BASINS FOR SLOPES OVER 3:1) MESIC GENERAL ROADSIDE MN SEED MIX 25-131 FOR GENERAL STABILIZATION (USE EROSION CONTROL BLANKET OF PAD AREAS FOR SLOPES OVER 3:1) HARDWOOD MULCH (NATURAL COLOR) SHREDDED HARDWOOD MULCH 1/2" RIVER ROCK RIVER ROCK sf VINYL EDGING 20' LENGTH/ CONTRACTOR GRADE LF SEED MIXTYPESYM. SEED MIX LEGEND (FOR ALL SHEETS) AREAS Landscape Details L1.1 DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title: Project #: Drawn By: Checked By: Issue Date: 12256098.000 JAK C:\Users\jimka\Alexs Lawn And Turf\DreamScapes - Documents\DESIGN PROJECTS 2025\Jim\Design\Lake Elmo Granvia Preserve\02-Drawings\CAD\2026\2026 Legands Of Lake Elmo - Landscape.dwgProject Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422James A Kalkes, RLA Date: Lic. No.:01.22.26 45071 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.com Typical Lot Landscape Plan L1.2 DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title: Project #: Drawn By: Checked By: Issue Date: 12256098.000 JAK C:\Users\jimka\Alexs Lawn And Turf\DreamScapes - Documents\DESIGN PROJECTS 2025\Jim\Design\Lake Elmo Granvia Preserve\02-Drawings\CAD\2026\2026 Legands Of Lake Elmo - Landscape.dwgProject Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422James A Kalkes, RLA Date: Lic. No.:01.22.26 45071 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.comTYPICAL LANDSCAPE PLAN TO ACCOMMODATE TREE / SHRUB REQUIREMENTS 1 L1.2 0 12 24 36 NORTHSCALE 1" = 12' ·HOME OWNER TREES ··Lake Elmo Landscaping standards. ··A landscape plan for the entire site is required and shall consist of at least ten trees per building site; and trees shall not be not less than 1.5 inches in caliper measured at 54 inches above grade level. ··Each Home shall have as a minimum - 10 tree @ 2.5CA = 25 CA PER LOT ··58 LOTS X 25CA = 1450 CA CITY of LAKE ELMO LANDSCAPE CODE INF ILTRAT ION BAS IN #2 INFILTRATION BASIN #3 INFILTRATION BASIN #1 1 16'' Oak bur 2 6'' Cherry black 3 14'' 4 8'' Oak red5 8'' Oak red6 21'' Oak red 7 7'' Oak red 8 9'' Oak red 9 12'' Oak red 10 9'' Oak red 11 12'' Oak red12 7'' Oak red 13 15'' Oak red 14 8'' Oak red 15 9'' Oak red 16 12'' Oak red 17 12'' Oak red 18 8'' Oak red 19 10'' Oak red20 18'' Oak red 21 19'' Oak red 22 19'' Oak red 23 7'' Oak red 24 23'' Oak red 25 24'' Oak red 26 8'' Oak red 27 13'' Oak red 28 6'' Oak red 29 7'' Oak red 30 16'' Oak red 31 6'' Oak red 32 7'' Oak red 33 9'' Oak red 34 12'' Oak red 35 21'' Cherry black 36 11'' Cherry black 37 24'' Oak bur 38 13'' 39 23'' Oak bur 40 25'' Oak bur 41 12'' 42 15'' 43 10'' Oak bur 44 25'' Oak bur 45 10'' Cedar red 46 10'' Cherry black47 9'' Oak bur 48 18'' Oak bur 49 51'' Oak bur 50 15'' Oak bur 51 18'' Oak red 52 25'' Oak bur 53 27'' Oak bur 54 17'' Oak bur 55 20'' Oak bur 56 8'' 57 8'' 58 8'' 59 8'' 60 9'' 61 9'' 62 10'' 63 10'' 64 9'' 65 12'' 66 9'' 67 10'' 68 10'' 69 8''70 9'' 71 8'' 72 9'' 73 9'' 74 8'' 75 8'' 76 8''77 11'' 78 8'' 79 10'' 80 9'' 81 8'' 82 8'' 83 8'' 84 9''85 9'' 86 8'' 87 9'' 88 9'' 89 9'' 90 10'' 91 9'' 92 8''93 10'' 94 10'' 95 8'' 96 8''97 8'' 98 8'' 99 12'' 100 8'' 101 8'' 102 10'' 103 8'' 104 9'' 105 8'' 106 9'' 107 8'' 108 14'' 109 8'' 110 11''111 8''112 14'' 113 8'' 114 8'' 115 8''116 8'' 117 8'' 118 10'' 119 8'' 120 8'' 121 8'' Pine white 122 8'' 123 18'' Oak bur 124 26'' Oak bur 125 16'' Oak red 126 8'' Cedar red 127 13'' Pine red 128 11'' Pine red 129 14'' Oak red 130 13'' Cherry black 131 26'' Oak bur 132 12'' Cherry black 133 6'' Cherry black134 10'' Cherry black 135 8'' Cherry black 136 24'' Oak bur137 11'' Cherry black 138 19'' Oak bur 139 17'' Oak bur 140 30'' Oak red 141 12'' Pine red142 11'' Pine red 143 12'' Pine red 144 9'' Pine red 145 27'' Oak bur 146 17'' Oak bur 147 14'' Oak bur 148 9'' Oak red 149 9'' Pine red 150 80'' Oak bur151 20'' Pine white 152 18'' Oak red 153 9'' Oak red 154 11'' Oak bur 155 10'' Oak bur 156 11'' Oak bur 157 20'' Oak bur 158 16'' Oak bur 159 10'' Oak red 160 7'' Oak red 161 9'' Pine white 162 19'' Pine white 163 15'' 164 19'' Oak bur 165 23'' Oak red166 16'' Pine white 167 17'' Pine red 168 11'' Pine red 169 11'' Pine red170 7'' Oak red 171 28'' Oak red 172 15'' Oak bur 173 9'' Oak bur 174 6'' Oak red 175 9'' Pine red176 16'' Oak bur 177 12'' Oak red 178 7'' Oak bur 179 33'' Oak red 180 13'' Cherry black 181 12'' Cherry black 182 20'' Oak red 183 6'' Cherry black184 8'' Cherry black 185 23'' Pine white 186 16'' Walnut black187 12'' Cherry black 188 6'' Oak red 189 7'' Oak bur 190 18'' Pine red 191 14'' Pine red192 8'' Pine red 193 15'' Pine red 194 15'' Oak red 195 15'' Oak red 196 15'' Pine red 197 13'' Pine red 198 12'' Oak bur199 19'' Oak red 200 9'' Pine red 201 12'' Oak bur 202 14'' Oak bur 203 28'' Oak bur 204 33'' Oak bur 205 18'' Oak bur 206 12'' 207 23'' Oak bur 208 14''209 9'' Oak red 210 14'' Oak bur211 19'' Oak bur 212 20'' Oak bur 213 27'' Oak red214 15'' Oak red 215 26'' Oak red216 19'' Oak red 217 24'' Oak red 218 8'' Oak bur 219 15'' Cedar red 220 11'' Cedar red 221 16'' Cherry black222 12'' Cherry black 223 20'' Cedar red 224 7'' Oak bur 225 14'' Cherry black 226 20'' Oak bur 227 13'' Cherry black 228 15'' Cherry black 229 23'' Oak red230 21'' Oak red 231 22'' Oak red 232 53'' Oak red 233 19'' Oak bur 234 60'' Oak red 235 60'' Oak red 236 25'' Oak bur 237 20'' Cherry black 238 33'' Oak red 239 36'' Oak red 240 34'' Oak red 241 16'' Oak red 242 18'' Oak red 243 18'' Oak red 244 18'' Oak red245 7'' Oak red246 10'' Oak red 247 17'' Oak red 248 13'' Oak red 249 33'' Oak red 250 21'' Oak bur 251 10'' Cherry black 252 10'' Oak red253 12'' Cherry black254 15'' Cherry black255 11'' Cherry black 256 10'' Cherry black 257 26'' Cottonwood eastern 258 19'' Oak bur 259 11'' Cherry black 260 17'' Oak bur261 48'' Oak bur 262 13'' Cherry black 263 14''264 14'' Oak red 265 12'' Cherry black 266 15'' Pine red 267 9'' Oak bur 268 17'' Oak bur 269 32'' Oak bur 270 18'' Oak bur 271 20'' Oak bur 272 11'' Oak bur 273 20'' Oak bur 274 16'' Oak bur 275 12'' Oak bur 276 17'' Cherry black 277 18'' Cherry black 278 20'' Elm american 279 20'' 280 11'' Oak bur 281 12''282 26'' 283 25'' Oak bur 284 18'' Maple red 285 21'' Maple red 286 17'' Maple red 287 12'' Cedar red 288 18'' Cherry black 289 10'' Maple red 290 35'' Oak red 291 12'' 292 80'' Oak red 293 27'' Oak red 294 15'' Oak bur 295 20'' Oak bur 296 10'' Cedar red 297 24'' Oak bur 298 85'' Oak red 299 13'' Oak bur 300 12'' Oak bur 301 14'' Oak bur 302 7'' Oak bur303 10'' Oak bur 304 21'' Oak bur 305 38'' Oak bur 306 16'' Cherry black 307 14'' Oak red 308 11'' Oak bur 309 13'' Oak bur 310 16'' Oak bur 311 10'' Oak bur 312 16'' Oak bur 313 8'' Oak bur 314 22'' Oak bur 315 25'' Oak bur 316 18'' Oak bur 317 20'' Oak bur 318 16'' Oak bur319 16'' Oak bur320 14'' Oak bur 321 16'' Oak bur 322 25'' Oak bur 323 18'' Oak bur 324 9'' Oak bur 325 9'' Oak bur 326 21'' Oak bur 327 29'' Oak bur 328 18'' Oak bur 329 26'' Oak bur 330 23'' Oak bur 331 25'' Oak bur 332 17'' Oak bur 333 7'' Oak bur 334 7'' Oak red 335 12'' Oak red 336 6'' Oak red337 15'' Oak red 338 6'' Oak red 339 17'' Oak red 340 36'' Oak red 341 27'' Oak bur 342 21'' Oak bur 343 16'' Oak bur 344 19'' Oak bur 345 16'' Elm american 346 11'' Oak bur347 36'' Maple red 348 25'' Oak bur 349 27'' Cherry black 350 27'' Oak bur 351 27'' Oak bur 352 29'' Oak bur 353 12'' Oak bur 354 18'' 355 18'' 356 12'' Aspen quacking 357 15'' Elm american 358 12'' Aspen quacking 359 14'' Aspen quacking 360 12'' Aspen quacking 361 12'' Aspen quacking362 12'' Aspen quacking 363 29'' Maple silver 364 13'' Aspen quacking 365 12'' Elm american 366 12'' Aspen quacking 367 17'' Maple red 368 13'' Aspen quacking 369 16'' Elm american 370 12'' 371 7'' Oak bur 372 6'' Oak red 373 15'' Aspen quacking 374 15'' Oak bur 375 21'' Oak red 376 17'' Oak bur 377 11'' Oak red 445 15'' Oak bur 446 29'' Oak bur 447 31'' Oak bur 448 13'' Elm american 449 9'' Cedar red 450 39'' Elm american 451 34'' Elm american 452 25'' Cottonwood eastern 453 9'' Oak bur454 8'' Oak bur 455 15'' Oak bur 456 14'' Oak bur 457 11'' Oak bur 458 6'' Oak bur 459 6'' Oak bur 460 26'' Oak bur 461 10'' Oak red 462 15'' Oak red 463 10'' Cedar red 464 36'' Oak bur 465 24'' Oak red 466 19'' Oak bur 467 20'' Oak bur 468 30'' Oak bur 469 17'' Cherry black 470 37'' Oak red 471 12'' Cherry black 472 10'' Cherry black 473 15'' Cherry black 474 14'' Cherry black475 12'' Cherry black 476 11'' Cherry black 477 12'' Aspen quacking 478 14'' Oak bur 479 21'' Oak bur 480 9'' Cherry black 481 11'' Cherry black 482 11'' Cherry black 483 9'' Cherry black 484 20'' Oak bur 485 23'' Oak bur 486 13'' Oak bur 487 17'' Oak bur 488 14'' Aspen quacking 489 11'' Oak bur 490 12'' Oak bur 491 27'' Oak bur 492 14'' Aspen quacking493 20'' Oak bur 494 36'' Maple silver 495 10'' Oak bur 496 13'' Aspen quacking 497 12'' Aspen quacking 498 23'' Cherry black 499 19'' Oak bur 500 19'' Oak bur 501 17'' Oak bur502 18'' Oak bur 503 11'' Cedar red 504 22'' Oak red 505 24'' Oak bur 506 28'' Oak red 507 26'' Oak bur 508 19'' Oak bur 509 16'' Oak bur 510 14'' Oak bur 511 12'' Oak bur512 29'' Oak bur 513 12'' Oak bur 514 33'' Oak bur 515 26'' Oak bur 516 28'' Oak bur 517 16'' Cherry black 518 10'' Cedar red 519 30'' Oak bur 520 12'' Cedar red 521 17'' Oak bur 522 16'' Oak bur 523 26'' Oak red 524 28'' Oak bur525 12'' Oak bur 526 16'' Oak bur 527 16'' Oak bur 528 25'' Oak red529 29'' Oak red 530 8'' Cedar red 531 16'' Oak red 532 13'' Cherry black 533 12'' Cedar red 534 10'' Cedar red535 8'' Cedar red536 16'' Cherry black 537 18'' Cedar red538 22'' Oak bur 539 21'' Oak bur 540 30'' Oak bur541 20'' Oak bur 542 24'' Oak bur 543 21'' Oak bur 544 20'' Oak bur 545 20'' Oak bur 546 26'' Oak bur547 18'' Cedar red 548 22'' Oak bur 549 21'' Cedar red 550 12'' Cedar red 551 14'' 552 10'' Cedar red 553 8'' Cedar red 554 28'' Oak bur 555 18'' Oak bur 556 16'' Cedar red 557 10'' Oak bur 558 15'' Oak bur 559 10'' Oak bur 560 18'' Oak bur561 17'' Oak bur 562 18'' Oak bur 563 16'' Oak bur 564 17'' Oak bur 565 19'' Oak bur 566 14'' Oak bur 567 11'' Oak bur 568 25'' Oak bur 569 24'' Oak red 570 29'' Oak bur 571 22'' Oak bur 572 10'' Cedar red 573 12'' Cedar red 574 13'' Cedar red 575 10'' Cedar red 576 18'' Cedar red 577 10'' Cherry black 578 10'' Cedar red 579 15'' Cedar red 580 11'' Cedar red 581 10'' Cedar red 582 8'' Cedar red 583 9'' Cedar red 584 16'' Cedar red 585 8'' Cedar red 586 12'' Cedar red 587 14'' Cedar red 588 8'' Cherry black 589 8'' Cherry black 590 8'' Cedar red 591 14'' Cedar red592 8'' Cedar red 593 18'' Cedar red 594 19'' Cedar red 595 10'' Cedar red 596 13'' Cedar red 597 9'' Cedar red598 8'' Cedar red599 8'' Cedar red 600 18'' 601 9'' Cedar red602 20'' Cedar red 603 10'' Cedar red 604 10'' Cedar red605 13'' Cedar red 606 11'' Cedar red607 13'' Cherry black608 8'' Cedar red 609 16'' Cedar red 610 16'' Cedar red 611 11'' Cedar red612 8'' Cedar red 613 9'' Cedar red 614 8'' Cedar red 615 16'' Cedar red 616 10'' Cedar red617 11'' Cedar red 618 11'' Cedar red 619 9'' Cedar red620 9'' Cedar red621 11'' Cedar red 622 21'' Cedar red 623 20'' Cedar red 624 8'' Cedar red625 10'' Cedar red626 12'' Cedar red 627 19'' Cedar red 628 12'' Cherry black 629 8'' Cedar red 630 11'' Cedar red631 9'' Cedar red 632 17'' Cedar red 633 12'' Cedar red 634 11'' Cedar red 635 16'' Cedar red 636 8'' Cedar red 637 15'' Cedar red 638 9'' Cedar red 639 9'' Cedar red640 9'' Cedar red641 9'' Cedar red642 11'' Cedar red643 10'' Cedar red 644 9'' Cherry black 645 24'' Oak red 646 15'' 647 12'' 648 17'' Cherry black 649 10'' Cherry black 650 14'' Elm american 651 21'' Cedar red 652 12'' Elm american 653 18'' Cherry black 654 12'' Cherry black 655 19'' Cedar red 656 11'' Cedar red 657 13'' Cedar red 658 8'' Cedar red 659 11'' Cedar red 660 12'' Cedar red661 8'' Cedar red 662 10'' Cedar red 663 9'' Cedar red 664 8'' Cedar red 665 9'' Cedar red 666 12'' Cedar red667 9'' Cedar red 668 9'' Cedar red 669 17'' Cedar red 670 10'' Cedar red 671 14'' Cedar red 672 14'' Cedar red 673 8'' Cedar red 674 14'' Cedar red 675 22'' Aspen quacking 676 30'' Maple silver 677 12'' 678 10'' Cedar red 679 9'' Cedar red 680 14'' Cedar red 681 20'' Cherry black 682 27'' Oak red 683 10'' Cedar red 684 9'' Cedar red685 12'' Cedar red686 11'' Cedar red 687 9'' Cedar red 688 11'' Cedar red689 11'' Cedar red 690 9'' Cedar red691 12'' Cedar red 692 20'' Cedar red 693 22'' Cedar red 694 8'' Cedar red 695 16'' Cedar red 696 12'' 697 12'' Cedar red 698 8'' Cedar red 699 12'' Cedar red700 10'' Cedar red 701 7'' Cherry black 702 11'' Cedar red 703 11'' Cedar red 704 9'' Cedar red705 14'' Cedar red 706 12'' Cedar red 707 16'' Cedar red 708 8'' Cedar red709 16'' Cedar red710 12'' Cedar red 711 12'' Cedar red 712 11'' Cedar red 713 14'' Cedar red714 12'' Cedar red 715 11'' Cedar red 716 14'' Cedar red717 18'' Cedar red 718 10'' Cedar red 719 12'' Cedar red 720 11'' Cherry black 721 12'' Cedar red 722 19'' Cedar red 723 11'' Cedar red724 8'' Cedar red 725 15'' Cedar red 726 17'' Cedar red 727 10'' Cedar red 728 8'' Cedar red 729 8'' Cedar red 730 24'' Cedar red 731 24'' Cedar red 732 10'' Cedar red 733 22'' Cedar red734 9'' Cedar red 735 12'' Cedar red 736 18'' Cedar red737 20'' Cedar red 738 13'' Cedar red739 16'' Cedar red 740 8'' Cedar red741 8'' Cedar red 742 11'' Cedar red 743 33'' 744 27'' Cottonwood eastern 745 14'' Cottonwood eastern 746 11'' Cedar red 747 10'' Cedar red 748 9'' Cedar red 749 8'' Cedar red 750 10'' Cedar red 751 25'' 752 13'' Cedar red 753 17'' Cedar red 754 17'' Pine red 755 12'' Pine red756 8'' Pine red757 9'' Pine red 758 9'' Pine red 759 12'' Pine red760 9'' Pine red761 8'' Spruce white 762 8'' Spruce white 763 8'' Spruce white 764 13'' Pine red 765 15'' Pine red 766 12'' Pine red 767 10'' Pine white 768 15'' Pine red 769 12'' Spruce white 770 14'' Pine white 771 29'' Pine white 772 15'' Pine red 773 12'' Pine red774 11'' Pine red775 6'' 776 12'' Pine red 777 13'' Pine red 778 12'' Pine red 779 17'' Pine red 780 15'' Pine red 781 16'' Pine red 782 12'' Pine red 783 8'' Cedar red 784 12'' Oak bur 785 10'' Pine red 786 8'' Pine red 787 7'' Oak bur 788 9'' Pine red789 10'' Pine red 790 9'' Pine red 791 11'' Pine red 792 14'' Pine red 793 16'' Oak red 794 11'' Cedar red 795 14'' Cedar red 796 9'' Cherry black 797 23'' Pine white 798 13'' Pine white 799 16'' Pine white 800 15'' Pine white 801 25'' Pine white 802 13'' Spruce white 803 20'' Pine white 804 15'' Pine white 805 24'' Pine white 806 12'' Pine white 807 19'' Pine white 808 13'' Spruce white 809 10'' Pine white 810 10'' Pine white811 12'' Pine white812 8'' Pine red 813 14'' Pine white 814 9'' Oak bur 815 19'' Pine white 816 11'' Pine red 817 13'' Pine red818 17'' Cottonwood eastern819 8'' Pine red 820 12'' Cottonwood eastern 821 24'' Cherry black 822 8'' Pine red 823 8'' Pine red 824 8'' 825 11'' Pine red 826 10'' Pine white 827 14'' Cottonwood eastern828 14'' Pine red 829 22'' Cottonwood eastern 830 11'' Pine red 831 12'' Pine red 832 9'' Pine red833 8'' Pine red 834 28'' Cottonwood eastern 835 21'' Pine white 836 15'' Cottonwood eastern837 13'' Elm american 838 8'' Pine red 839 22'' Cottonwood eastern 840 38'' Cottonwood eastern 841 11'' Pine white 842 28'' Cottonwood eastern 843 13'' Aspen quacking 844 13'' 845 14'' 846 14'' Oak bur 847 10'' Oak red 848 14'' 849 14'' Cherry black 850 19'' Oak bur 851 34'' Oak bur 852 16'' 853 32'' Oak bur 854 24'' 855 16'' Oak bur 856 20'' Oak bur 857 9'' Oak bur 858 26'' Oak bur 859 18'' Oak bur 860 30'' Oak bur861 11'' Oak bur 862 16'' Oak bur 863 55'' Oak bur 864 22'' Oak bur 865 11'' Oak red 866 14'' Oak red 867 19'' 868 7'' 869 13'' 870 6'' 871 13'' Cherry black 872 30'' Oak bur 873 6'' 874 12'' 875 8'' Oak bur 876 9'' 877 9'' 878 9'' Spruce white 879 10'' Pine red 880 8'' Spruce white 881 8'' Pine red 882 14'' Pine red 883 17'' Pine red 884 15'' 885 10'' Spruce white886 12'' Pine red 887 10'' Pine red 888 8'' Oak red889 29'' Cottonwood eastern 890 27'' Oak bur 891 22'' Oak bur 892 15'' Oak bur 893 6'' Cedar red 894 19'' Oak bur 895 18'' Oak bur 896 21'' Oak bur 897 9'' Spruce white 898 6'' Spruce white 899 16'' Oak bur 900 22'' Pine white 901 8'' Cedar red 902 22'' Oak bur903 21'' Oak bur 904 10'' Oak bur 905 20'' Oak bur906 30'' Oak bur 907 9'' Cedar red 908 20'' Oak bur 909 7'' Oak bur 910 13'' Oak bur 911 44'' Oak bur 912 13'' Oak bur 913 33'' Oak red 914 32'' Oak red INF ILTRAT ION BAS IN #2 INFILTRATION BASIN #3 INFILTRATION BASIN #1 WETLAND #12N & 12S DE MINIMIS WETLAND, TO BE REMOVED AREA=697 SQ.FT. WETLAND #13 DE MINIMIS WETLAND, TO BE REMOVED AREA=707 SQ.FT. OUTLOT B OUTLOT D OUTLOT A 2 2 1 2 3 1 TAMARAK FARM ESTATESLINDEN OUTLOT COUTLOT D ST. CROX SANCTUARY LINDEN TRAIL MANNING AVE. N.12"RCP FE=930.0 WETLAND #12N & 12S DE MINIMIS WETLAND, TO BE REMOVED AREA=697 SQ.FT. WETLAND #13 DE MINIMIS WETLAND, TO BE REMOVED AREA=707 SQ.FT. OUTLOT B OUTLOT D OUTLOT A 2 2 1 2 3 1 TAMARAK FARM ESTATESLINDEN OUTLOT COUTLOT D ST. CROX SANCTUARY LINDEN TRAIL MANNING AVE. N.12"RCP FE=930.0 WET POND #1 378 29'' Oak bur 379 14'' Cottonwood eastern380 17'' Cherry black 381 14'' Cedar red 382 16'' Cedar red 383 18'' Elm american 384 20'' Oak red 385 8'' Oak red 386 28'' Oak bur 387 19'' Oak bur 388 21'' Oak bur 389 25'' Oak bur390 29'' Oak bur 391 28'' Oak bur 392 28'' Oak bur 393 21'' Oak bur 394 21'' Oak bur 395 23'' Oak bur 396 32'' Oak bur 397 24'' Oak bur 398 26'' Oak bur399 33'' Oak bur 400 34'' Oak bur 401 23'' Oak bur 402 27'' Oak bur 403 30'' Oak bur 404 8'' Oak red 405 18'' Oak bur 406 12'' Pine red407 16'' Pine white 408 9'' Oak red 409 8'' Pine white 410 8'' Pine white 411 11'' Pine red 412 8'' Pine white 413 30'' Oak bur 414 11'' Pine red 415 9'' Pine red 416 11'' Pine white 417 9'' Pine red 418 8'' Pine red 419 6'' Oak red 420 9'' Pine white 421 13'' Pine white 422 14'' Pine white 423 8'' Pine white 424 16'' Pine white 425 19'' Pine white 426 16'' Cottonwood eastern 427 27'' Oak bur 428 13'' Pine white 429 14'' Pine white 430 11'' Pine white 431 10'' Oak red432 15'' Pine white433 12'' Pine white434 16'' Pine white 435 9'' Pine white 436 8'' Pine white 437 13'' Pine white 438 13'' Pine white 439 21'' Pine white440 8'' Oak red 441 16'' Pine white 442 10'' Oak red 443 24'' Oak bur 444 21'' Oak bur 445 15'' Oak bur 446 29'' Oak bur 447 31'' Oak bur WET POND #1 WETLAND #12N & 12S DE MINIMIS WETLAND, TO BE REMOVED AREA=697 SQ.FT. 50TH STREET N. LINDEN TRAIL STMH RIM=923.0 INLET=922.2 INV= STMH RIM=901.7 INLET=900.6 INV=895.8 (DIRT FILLED)15"RCP FE=894.9 18"RCP FE=895.0 STMH RIM=901.7 INLET=900.9 INV=894.4 15"RCP FE=908.4 STMH RIM=912.8 INLET=912.1 INV=908.7 18"CMP FE=918.2 15"RCP 12"RCP 12"RCP WETLAND #12N & 12S DE MINIMIS WETLAND, TO BE REMOVED AREA=697 SQ.FT. 50TH STREET N. LINDEN TRAIL STMH RIM=923.0 INLET=922.2 INV= STMH RIM=901.7 INLET=900.6 INV=895.8 (DIRT FILLED)15"RCP FE=894.9 18"RCP FE=895.0 STMH RIM=901.7 INLET=900.9 INV=894.4 15"RCP FE=908.4 STMH RIM=912.8 INLET=912.1 INV=908.7 18"CMP FE=918.2 15"RCP 12"RCP 12"RCP DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title: Project #: Drawn By: Checked By: Issue Date: 12256098.000 JAK C:\Users\jimka\Alexs Lawn And Turf\DreamScapes - Documents\DESIGN PROJECTS 2025\Jim\Design\Lake Elmo Granvia Preserve\02-Drawings\CAD\2026\Legands Of Lake Elmo - Tree Preservation.dwgProject Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422James A Kalkes, RLA Date: Lic. No.:01.22.26 45071 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.comMatch Line Match Line TP1.0 TREE PRESERVATION PLAN DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title: Project #: Drawn By: Checked By: Issue Date: 12256098.000 JAK C:\Users\jimka\Alexs Lawn And Turf\DreamScapes - Documents\DESIGN PROJECTS 2025\Jim\Design\Lake Elmo Granvia Preserve\02-Drawings\CAD\2026\Legands Of Lake Elmo - Tree Preservation.dwgProject Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422James A Kalkes, RLA Date: Lic. No.:01.22.26 45071 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.comTP1.1 TREE PRESERVATION PLAN DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title: Project #: Drawn By: Checked By: Issue Date: 12256098.000 JAK C:\Users\jimka\Alexs Lawn And Turf\DreamScapes - Documents\DESIGN PROJECTS 2025\Jim\Design\Lake Elmo Granvia Preserve\02-Drawings\CAD\2026\Legands Of Lake Elmo - Tree Preservation.dwgProject Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422James A Kalkes, RLA Date: Lic. No.:01.22.26 45071 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.comTP1.2 TREE PRESERVATION PLAN REMOVED/SAVED ·Total Trees Saved = 6,885 ca ·Hardwood Trees (50% may be Removed) ··3,647 / 2 = 1317ca (1/2 needs to be Replaced @ =1,823 ca ·Evergreen Trees (50% may be Removed) ··2,893 / 2 = 1,446ca (1/2 needs to be Replaced @ =1,446 ca ·Common (75% may be Removed) ··623 / 4 = 78.5ca (1/4 needs to be Replaced @ =156 ca Total Replacement 3,425 ca TREE REMOVAL/REPLACEMENT SUMMARY REPLACEMENT/CREDIT ·SIGNIFICANT TREE means a healthy tree measuring a minimum of six (6) inches in diameter for hardwood deciduous trees, nineteen (19) feet in height or eight (8) inches in diameter for coniferous/evergreen trees, or twelve (12) inches in diameter for common trees, as defined herein. ·SPECIMEN TREE means a healthy, deciduous hardwood tree measuring equal to or greater than thirty (30) inches in diameter breast height or a healthy coniferous/evergreen tree measuring equal to or greater than twenty-five (25) feet in height. ·ALLOWABLE TREE REMOVAL. Up to thirty (30) percent of the diameter inches of significant trees on any parcel of land being developed, redeveloped, graded, or proposed for construction activity may be removed without having to adhere to the tree replacement requirements. LAKE ELMO TREE PRESERVATION CODE DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title: Project #: Drawn By: Checked By: Issue Date: 12256098.000 JAK C:\Users\jimka\Alexs Lawn And Turf\DreamScapes - Documents\DESIGN PROJECTS 2025\Jim\Design\Lake Elmo Granvia Preserve\02-Drawings\CAD\2026\Legands Of Lake Elmo - Tree Preservation.dwgProject Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422James A Kalkes, RLA Date: Lic. No.:01.22.26 45071 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:7087 20th Ave S, Centerville MNPhone: (651) 415-1000www.DreamScapesMN.comTP1.3 TREE PRESERVATION PLAN 54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.DescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - IR Irrigation.dwgProject Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 5542201/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTIONSheet:Client:Pond AerationIrrigation Doctor IncWater FeaturesInstallation & ServiceDesign & ConsultingWell & Water Reuse Systemswww.irrigationdoctor.comServing Architects, Engineers, Developers, Builders & Homeowners763-571-7555service@irrigationdesigns.comirrigationdesigns comIRRIGATION ANDRE-USE PLANIR-010NORTH75150300Generated:2026-01-16 14:36P.O.C. NUMBER: 01Water Source Information:FLOW AVAILABLECustom Max Flow:260 GPMFlow Available260 GPMPRESSURE AVAILABLEStatic Pressure at POC:80 PSIPressure Available:80 PSIDESIGN ANALYSISMaximum Multi-valve Flow:240 GPMFlow Available at POC:260 GPMResidual Flow Available:20 GPM Design Pressure:Unknown Friction Loss:Unknown Fittings Loss:Unknown Elevation Loss:0 PSI Loss through Valve:UnknownPressure Req. at Critical Station:55.0 PSILoss for Fittings:1.86 PSILoss for Main Line:18.6 PSILoss for POC to Valve Elevation:0 PSILoss for Backflow:0 PSICritical Station Pressure at POC:75.4 PSIPressure Available:80 PSIResidual Pressure Available:4.56 PSISYMBOLMANUFACTURER/MODEL/DESCRIPTIONQTYDETAILRain Bird 5-RC 1"1in. Brass Quick-Coupling Valve, with Corrosion-ResistantStainless Steel Spring, Thermoplastic Rubber Cover, and 1-PieceBody.19Leemco LMV-33BB3in. x 3in. LMV-BB Series Mainline Gate Valve. The Bell x Bellversion provides in-line isolation where the location is not near amainline ductile iron fitting.9Leemco LMV-44BB4in. x 4in. LMV-BB Series Mainline Gate Valve. The Bell x Bellversion provides in-line isolation where the location is not near amainline ductile iron fitting.3Cap for future useCap at the mainline or lateral line for future use. The pressureand flow provided to that location are indicated next to the capsymbol.58Re-Use Pump Station1Irrigation Mainline: PVC Class 200 SDR 21 1 1/2"189.4 lfIrrigation Mainline: PVC Class 200 SDR 21 2"350.5 lfIrrigation Mainline: PVC Class 200 SDR 21 2 1/2"1,491 lfIrrigation Mainline: PVC Class 200 SDR 21 3"6,193 lfIrrigation Mainline: PVC Class 200 SDR 21 4"2,718 lfPipe Sleeve: PVC Class 160 SDR 26 6"171.5 lfPipe Sleeve: PVC Class 160 SDR 26 8"67.4 lf LAKE ELMO FIRE DEPARTMENT – OFFICE OF THE FIRE MARSHAL Fire Prevention, Code Enforcement, and Public Education February 20, 2026 Sophia Jensen, Planner City of Lake Elmo Re: Gravina Preserve 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 drive lanes. 5) Street names and addressing shall be consistent with the Washington County Uniform Street Naming and Property Numbering System. Street names assigned: Linden Ave. N. and Linden Circle N. 6) Fire hydrants and watermains shall be provided in approved locations following review by Engineering and Public Works. 7) 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 department Questions, clarifications, or the request to provide code documents can be made using the contact information listed below. Respectfully, From:John P. Hanson To:Sophia Jensen Cc:Josh Phillips Subject:RE: Land Use Review Request - City of Lake Elmo (Feb) Date:Tuesday, February 24, 2026 1:09:07 PM Attachments:image001.png image002.png Hi Sophia, The project will require a VBWD permit, but no application has been submitted yet. We have had discussions over the years with the developer’s engineer about the site. The property includes several wetlands and low-lying areas with high overflow elevations that are typically landlocked. These conditions make development more challenging, particularly in terms of protecting proposed homes from flooding, avoiding increases in off-site flood levels, and protecting local water resources. Once a complete VBWD permit application is submitted, we will review it for compliance with VBWD rules and requirements. John John P. Hanson, PE Valley Branch Watershed District Engineer Barr Engineering Co. JHanson@barr.com | 952.832.2622 4300 MarketPointe Drive, Suite 200 Bloomington, MN 55435 | vbwd.org From: Sophia Jensen <SJensen@lakeelmo.gov> Sent: Tuesday, February 24, 2026 10:57 AM To: Dustin Kalis <DKalis@lakeelmo.gov>; Anthony Svoboda <ASvoboda@lakeelmo.gov>; John P. Hanson <jhanson@barr.com>; Jack Griffin <jack.griffin@bolton-menk.com>; Nathan Stanley <nathan.stanley@bolton-menk.com>; Sarah Evenson <sarah@hkgi.com> Cc: Nathan Fuerst <nathan.fuerst@bolton-menk.com>; Jason Stopa <JStopa@lakeelmo.gov>; Ashley Monterusso <AMonterusso@lakeelmo.gov> Subject: RE: Land Use Review Request - City of Lake Elmo (Feb) CAUTION: This email originated from outside of your organization. Greetings Everyone, Just sending a friendly reminder that agency review for the application below is due on 2/26 at noon. At this time I have only received comments from the Fire Dept. Thank you, Sophia Jensen, AICP Senior Planner Sjensen@lakeelmo.gov | (651) 747-3911 3880 Laverne Ave. N., Lake Elmo, 55042 From: Sophia Jensen Sent: Friday, February 13, 2026 2:04 PM To: Dustin Kalis <DKalis@lakeelmo.gov>; Anthony Svoboda <ASvoboda@lakeelmo.gov>; John P. Hanson <jhanson@barr.com>; Jack Griffin <jack.griffin@bolton-menk.com>; Nathan Stanley <nathan.stanley@bolton-menk.com>; Sarah Evenson <sarah@hkgi.com> Cc: Nathan Fuerst <nathan.fuerst@bolton-menk.com>; Jason Stopa <JStopa@lakeelmo.gov>; Ashley Monterusso <AMonterusso@lakeelmo.gov> Subject: Land Use Review Request - City of Lake Elmo (Feb) You are being asked to review the following application as a stakeholder in the area of a pending land use application. Plans and other application materials on the items listed below are provided in the link below. Please email your questions on the items and send your review memo by the deadline listed in yellow. Granvia Preserve (FKA Legends of Lake Elmo) Preliminary Plat and OP PUD: Twin Cities Land Development has submitted an Open Space Planned Unit Development and Preliminary Plat for 110 acres. The proposal includes 58 single family homes and ~55% open space with city water and a community septic system. The current zoning is Rural Residential (RR). Reviewers: VBWD, Fire Dept, City Engineer, Landscape Architect. Please have feedback to Sophia Jensen by Friday, February 26th 2026 at Noon. https://drive.google.com/drive/folders/1cihkbIj5z4nzqmaA2L7cVCzaFNaYD6eJ? usp=sharing Thank you, Sophia Jensen/ AICP Senior Planner Sjensen@lakeelmo.gov | (651) 747-3911 3880 Laverne Ave. N., Lake Elmo, 55042 Memorandum 800 Washington Avenue North, Suite 207 Minneapolis, MN 55401 February 25, 2026 TO: SOPHIA JENSEN FROM: SARAH EVENSON, PLA RE: GRANVIA PRESERVE- LANDSCAPE AND TREE PRESERVATION PLAN REVIEW SUBMITTALS 1. Preliminary Plat and OP PUD Submittal, dated January 22, 2026, received February 13, 2026. REVIEW HISTORY 1. February 25, 2026- Landscape and Tree Preservation Plan Review LOCATION: North of 50th St N between Stillwater Blvd and Lake Elmo Ave N. Bordered on the south by 50th Street, Tamarack Farm Estates and Carriage Station to the east, St. Croix Sanctuary to the north, and agricultural properties to the west. CURRENT LAND USE CATEGORY: Rural Residential (RR) PUD ADJACENT AND SURROUNDING LAND USE: Bordered by Open Space (Residential Land Use) and R2- One & Two-Family Residential on the North, East, and South and Rural Residential on the West. SPECIAL LANDSCAPE PROVISIONS: none TREE PRESERVATION PLAN: 105. 12. 470 • Applicant’s tree removal/replacement summary on sheet TP1.3 appears to state that trees saved equal a caliper credit. Preserved trees do not qualify for a credit or count toward replacement per city ordinance. • Only up to 30% of the diameter inches of significant trees may be removed without triggering replacement. The 30% removal figure applies to each category (hardwood, evergreen, and common trees) individually. Applicant’s tree removal/replacement summary on sheet TP1.3 needs to be revised to clearly summarize: 1. Total caliper inches of hardwood trees on site and total caliper inches of hardwood trees proposed to be removed. Total hardwood inches * 0.3 = allowable removal without replacement. Every caliper inch removed beyond this number needs to be replaced at a 50% rate. 2. Total caliper inches of evergreen trees on site and total caliper inches of evergreen trees proposed to be removed. Total evergreen inches * 0.3 = allowable removal without replacement. Every caliper inch removed beyond this number needs to be replaced at a 50% rate. 3. Total caliper inches of common trees on site and total caliper inches of common trees proposed to be removed. Total common inches * 0.3 = allowable removal without replacement. Every caliper inch removed beyond this number needs to be replaced at a 25% rate. February 25, 2026 Granvia Preserve Memorandum 2 • Tree protection fencing must be shown on the removals, grading, and tree preservation plans. Size fencing around all trees to be protected using their critical root zone (CRZ) at 1 foot per inch of tree diameter and show tree protection fencing outside of that CRZ. • Landscape plan must show suitable size, species, number and location of replacement trees LANDSCAPE PLAN: 105.12.480 • A landscape plan will need to be re-submitted that meets code, including, but not limited to: 1. Landscape plans showing the location, size, quantity, and species of all proposed plant materials must be provided. Include a plant schedule on the sheet(s) where plants are shown so that flipping back and forth between sheets is not required. Plant quantities must be provided in the schedule that match what is shown on each sheet. For legibility, you may want to break out landscape plans across multiple sheets based on match lines established earlier in the drawings on civil sheets. 2. Ground cover restoration strategy must be shown for the entire site. The seed mix legend is not shown on the same sheet as the plan. Both should be shown on the same sheet for clarity. Hatches are not legible at this scale, which likely necessitates enlargement plans by break line similar to the civil sheets. MN Seed Mixes 34-271 and 35-221 are not standard BWSR State Seed Mixes. Please replace with suitable standard seed mixes. MN Seed mix 25-131 is listed twice in the schedule with different hatches. Rectify these items on plan and restoration schedule. 3. Provisions for irrigation do not appear to be provided for all proposed trees. If trees are not served by the proposed lot irrigation (sheet IR-01), notes must be provided about how these trees will be watered through the 2-year warranty period. 4. Show the location of a topsoil stockpile on one of the early civil sheets and provide notes/calculations indicating that the quantity of soil shall be sufficient to cover all landscaped areas at least 4” deep. 5. Show and clearly label easements on landscape plans as required by code (10’ drainage and utility easement along frontage streets, 5’ easements along side and back property lines). Ensure that the planting plan meets requirements of 105.12.480 (b) (7). Trees shall be planted at least ten feet away from utilities including water and sewer stubs. 6. Revise the landscape standards table on sheet L1.1 to include the full suite of code-required trees: One tree per 50’ linear feet of street frontage 5 trees per acre of land that is disturbed by development Mitigation trees (as re-calculated per above Tree Preservation Plan notes) February 25, 2026 Granvia Preserve Memorandum 3 7. Once the landscape plan is revised based on tree replacement and other landscape requirements, minimum tree composition requirements must also be met. 8. If clearing and grubbing of existing trees, underbrush, and stumps is proposed along the northern property line as shown on sheet C100, there will be significant impacts to the character of existing homes. Provide a plan diagram showing proposed trees and existing buffer trees to remain, and a section cut from the existing properties north of the development down to the toe of the proposed slope showing that proposed landscaping will provide adequate visual mitigation where existing vegetation is proposed to be removed. 9. Notes on sheet L1.1 and L1.2 indicate that trees “shall not be not less than 1.5 inches in caliper measured at 54 inches above grade level.” Refer to table 6-1 in the code for minimum size requirements at planting and revise this note to match. Deciduous trees must be at least 2.5” caliper and ornamental trees must be at least 2”. 10. Replace the tree planting details on sheet L1.1 with the city standard tree planting details. GENERAL NOTES: • I have concerns about the intense grading along the northern border of the development, given its proximity to existing backyards of single family homes and the removal of valuable screening that existing trees provide. Our code says, “All applicants are encouraged to preserve all healthy trees of significant value even if the trees do not meet the size requirements to be considered significant trees.” Unnecessary removal of screening buffers has caused significant issues in past projects and we would like to avoid this moving forward. • If the number of actual required mitigation trees is anywhere near the quantity (1,370) shown on the current plans, this may be an indication that the applicant’s site layout disturbs too much high value woodland and is removing more significant trees that they can feasibly replace. If, after properly calculating required replacement trees, the applicant finds this is the case, they should revise the scope of their proposed development to reduce impacts, specifically in the hardwood forest on the north side of the central wetland complex. This would also ensure adequate wetland buffers are maintained here. 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: February 28, 2026 To: Sophia Jensen, Senior Planner Re: Granvia Preserve Nathan Fuerst, Planning Consultant OP PUD Preliminary Plan Review 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 Granvia Preserve PUD Preliminary Plat/Plans received on February 13, 2026. The review consisted of the following documentation: · Granvia Preserve PUD Preliminary Plans dated January 22, 2026. · Granvia Preserve Stormwater Calculations dated January 21, 2026. · Granvia Preserve Wastewater Treatment Facility Feasibility Study, dated January 21, 2026. · PUD Preliminary Plan Narrative, PDF file dated February 13, 2026. STATUS/FINDINGS: Engineering has prepared the following review comments to be addressed. A point- by-point response letter must accompany the plan resubmittal. A condition of Preliminary Plat approval, if granted, must require the applicant to revise and resubmit Preliminary Plat/Plans to address each review comment and condition of approval to the satisfaction of City staff prior to the City accepting a Final Plat/Plan application. All public improvements constructed to support the development must be designed and constructed in accordance with City Engineering Design Standards Manual. PRELIMINARY PLAT/SITE PLANS 1. All Outlots, Lot and Block numbers, and street names (proposed and existing) must be shown on the Preliminary Plat, Site Plans, Street and Utility Plans, and Grading Plans. 2. Outlot ownership and all existing and proposed easements must be shown on the Preliminary Plat, Site Plans, Street and Utility Plans, and Grading Plans. 3. Outlots A, D, F, G, I and K are proposed as HOA owned and maintained. Outlot A contains public open space, wetlands and wetland buffers, and the Northern Gasmain Easement. A 10-ft small/dry utility easement is required over Outlot A along the full length of the 50th Street and Linden Ave right-of-way. Outlot D contains drainage systems and public open space. A 10-ft small/dry utility easement is required over Outlot D along the full length of the 50th Street and Linden Ave right-of-way. Outlot F contains public open space and the Northern Gasmain Easement. A 10-ft small/dry utility easement is required over Outlot F along the full length of the Linden Avenue right-of- way, both north and south intersection locations. Page: 2 Outlot G contains the Community Wastewater Treatment system for the subdivision. A 10-ft small/dry utility easement is shown over Outlot G along the full length of the Linden Avenue right-of-way as required. Outlot I contains public open space, wetlands and wetland buffers. A 10-ft small/dry utility easement is required over Outlot I along the full length of the Linden Avenue right-of-way. Outlot K contains a public trail connection to the Santuary neighborhood, public open space, wetlands and wetland buffers, and the Northern Gasmain Easement. The Preliminary Plat/Plans must be revised to provide a 30-feet-wide trail easement over the public trail connecting to the Sanctuary neighborhood, and a 10-ft small/dry utility easement along the full length of the Linden Avenue right-of-way, and the cul-de-sac right-of-way. Revise the Preliminary Plat/Plans to provide drainage and utility easements over all wetlands wetland buffers, drainage swales and storm sewer pipes in Outlots A, D, I, and K. 4. Outlots B, C, E, H, J and L are proposed as City owned and maintained. Outlots B, C, H, and L provide Stormwater Management BMPs to support the subdivision. The Preliminary Plat should be revised to remove the drainage and utility easement over all of each Outlot. An easement is not needed as the Outlot ownership will be dedicated to the City. Outlot C. Revise the Preliminary Plat/Plans for Outlot C to be City owned and maintained. Outlots E and J provide a public trail within the subdivision, connecting 50th Street to the Santuary neighborhood and are centered within 30-ft-wide Outlots to be dedicated to the City as part of the Plat. 5. Dedicated drainage and utility easements, minimum 10-feet wide, are required along all public roadway frontage. All easement areas must be free from all encroachments other than those approved by the City Engineer and upon execution of an easement encroachment agreement. Prohibited encroachments include, but are not limited to trees, structures, landscaping, fences, retaining walls, storm sewer running parallel with the easement, and stormwater BMPs. The Outlot G Retaining wall must be relocated to be outside of the public right-of-way and 10-ft. small/private utility corridor. The retaining wall shall be privately owned. 6. Written landowner permission must be submitted with the Final Plat application for any off-site permanent and temporary construction easements required to implement the subdivision improvements, including off-site improvements. SITE PLANS, TRAFFIC AND ACCESS MANAGEMENT 1. Access Management: Primary access is proposed from 50th Street North. The access location appears to meet the City’s Transportation Plan access spacing guidelines for Collector Roadways (every 660 ft. to residential streets and commercial driveways) unless the adjacent westerly property transitions to a commercial use. 2. Right-of-way Dedication along 50th Street north. The proposed Plat/Plans must show dedication of sufficient R/W along 50th Street North to ensure 40-feet of right-of-way to the north of the existing physical street centerline. Preliminary Plat/Plan revisions are necessary to meet this minimum requirement. Right-of-way dedication along 50th Street north has been shown as required for the eastern part of the subdivision. However, the portion of the subdivision to the west of 11658 50th Street, the dedication of right-of-way must be revised. The Preliminary Plat must label and identify the existing street centerline to facilitate further City review. 3. Turn Lane Improvements. A westbound right turn lane is shown along 50th Street as part of the subdivision improvements as required. Turn lane lengths and tapers will be further reviewed as part of the final construction plans. Page: 3 A southbound right turn lane is shown on the plans at the intersection with 50th Street with the street width and right-of-way width expanded as required. 4. Secondary access to the site is required for residential units exceeding 30 homes. Secondary access will be accomplished through a connection to Linden Avenue in the Sanctuary subdivision. 5. Phasing Plan. The development phasing will require the secondary connection to Linden Avenue to be operational before the 31st building permit will be issued. Watermain looping is also required and must be taken into consideration in the phasing of the improvements. The Preliminary Plat narrative currently indicates that the subdivision will be constructed as a single Phase. 6. Construction Access. Access for the grading, streets and utilities should be prohibited from Linden Avenue to avoid construction traffic through the existing Sanctuary subdivision, until such time that the subdivision streets have been paved. 7. Pedestrian facilities: Segments of a bituminous trail currently exist along 50th Street N. alternating from the north to south side of the road. As traffic continues to increase on 50th Street it is critical for the city to create a continuous bituminous trail along 50th Street, from Stillwater Boulevard (CSAH 14) to Lake Elmo Avenue. As part of the Granvia Preserve Subdivision improvements, a bituminous trail will be constructed along 50th Street to improve pedestrian safety and work toward future trail connectivity. The trail will be constructed along the north boulevard, connecting to the existing trail at Tamarack Farms and extending west across the proposed Granvia Preserve subdivision up to approximately the gas main easement. A new mid-block pedestrian crossing will be constructed as the trail approaches the existing pond encroachment to direct to the trail to south side of the boulevard, and connecting to the existing trail on the south side of 50th Street at the Tana Ridge subdivision. Design details for the pedestrian crossing will be further reviewed as part of the final construction plans. 8. A residential street cul-de-sac is shown in the northwest part of the subdivision and the right-of- way extends to the westerly plat limits for future connection as required. The design of the temporary cul-de-sac will be further reviewed as part of the final construction plans. As currently shown, the temporary cul-de-sac, boulevard and utility easement significantly encroach the building pad for Lot 1, Block 4. The lot encroachment/impact should be considered long-term as the construction plans are evaluated for this area. 9. All streets must be designed to meet the City’s Engineering Design Standards including right-of- way width, street pavement width, cul-de-sac radii(s), cross slopes, boulevard grades, curb designs and drainage systems, and utility easement layout and grades. The Preliminary Plans show city standard public streets at 28-ft. wide within 60-ft right-of-way as required. 10. The Typical Street Section must be revised to show boulevard trees 8-ft. back of curb when there is no sidewalk/trail. Due to trail width, relocate boulevard trees on trail side to 4-ft back of curb to maintain 3-ft. clear zone between tree and trail. Revise all landscape plans accordingly. 11. Surmountable concrete curb and gutter shall be installed along the frontage of properties with future driveways and B618 curb installed along entrance roadways and non-lot frontage areas. The site plans must be revised to replace B612 with B618 curb. 12. Street intersections must connect at 90 degrees and maintain 50 feet of tangent with maximum slopes of 2.5%. Residential maximum longitudinal grade is 6%. All cul-de-sacs shall be signed “No parking” throughout. 13. City design standards require a six (6) foot sidewalk along all residential streets. The Preliminary Plat submittal seeks flexibility to install an 8-ft bituminous trail in place of the sidewalk. 14. Trail Requirements. The Open Space PUD ordinance requires a trail system to be established equal in length to the sum of the centerline length of all public roads within the development. The Sketch plan provides this trail as required; however, it is being proposed instead of the required sidewalk. Page: 4 The Outlot J Trail connection to Linden Avenue, and corresponding Outlot alignment, must be relocated further north to avoid conflicts with the future driveway for Lot 8, Block 6 and to ensure an ADA compliant crosswalk at Linden Avenue. It is recommended that curb extensions (traffic calming) be installed along Linden Avenue at both mid-block trail crossings. Design details for these crosswalks will be further reviewed as part of the final construction plans. 15. Driveways. All driveways must be installed in accordance with all city ordinances, including minimum distance from intersections, driveway angles installed at 90-degrees as they cross public right-of-way, and distance between driveways. Revisions to the lot layouts may be necessary for driveway compliance, including Lot 8, Block 1, and Lot 7, Block 3. 16. Streetlights. Streetlights have been shown on the Preliminary Plans. Streetlight locations will need to be revised as part of the final construction plans for placement at all street and trail intersections, and at the end of the proposed cul-de-sac. For the purpose of street light placement, the 90-degree curves should be considered street intersections. STORMWATER MANAGEMENT, GRADING AND STORM SEWER 1. The proposed subdivision improvements are subject to a Stormwater Management Plan (SWMP) meeting State, Valley Branch Watershed District (VBWD) and City rules. A VBWD permit is required. Storm water facilities constructed as part of the development to meet permitting requirements must be constructed in accordance with the City Engineering Design Standards. 2. All storm water BMPs must be placed in Outlots dedicated to the City. Each Outlot must fully incorporate the 100-year HWL, 10-foot maintenance bench and all maintenance access roads. Maintenance access roads meeting city standards must be provided for all storm water facilities and structures. All adjacent lot corners must be +.2 ft above the 100-year HWL to meet construction tolerance and maintain 100-year HWL on each Outlot. The proposed site plan shows four stormwater management basins, including three infiltration basins and 1 wet pond. All facilities appear to meet City standards. Plan revisions may be necessary as construction plans are finalized. 3. All wetlands and wetland buffers must be placed in Outlots. The Preliminary Plans must be revised to eliminate the Wetland #8 buffer encroachment to the cul-de-sac right-of-way and 10-ft. small/dry utility corridor. 4. The Preliminary Plat narrative and Preliminary Plans propose stormwater reuse irrigation, however it remains unclear how stormwater reuse will be implemented. The Preliminary Plat/Plans as submitted remain incomplete and the SWMP does not account for stormwater reuse. Plan revisions are required to further detail the proposed system, water balance calculations, and infrastructure requirements, together with any easements that may be necessary for plan implementation. 5. Approval of the preliminary grading and storm sewer plans for the development is contingent upon all grading plans being reviewed and approved by the City Engineer prior to the start of any grading or construction. 6. Minimum floor elevations must be at least 2 feet higher than the adjacent stormwater basin or wetland 100-year HWL elevation. 7. Overland emergency overflow (EOF) elevations are required throughout the site, requiring a system of interconnecting drainage ways. Low openings for adjacent structures must maintain 1- foot above any adjacent EOF in the as-built condition. 8. All localized low points must be protected within a drainage easement, including the localized 100- year HWL. The grading plans must be revised to show all localized low point HWL elevations and the Lot easements adjusted as necessary. Page: 5 9. The storm sewer system shall be designed to meet all City design standards including RCP pipe materials and maintaining the minimum pipe cover of 3 feet. Drain tile is required as part of the city standard street section at all localized low points in the street. 10. Per city requirements all storm sewer pipe easements must be a minimum 30-feet in width. Easements are needed for some storm sewer runs. MUNICIPAL WATER SUPPLY 1. Connection to the municipal water system is available near the proposed development in two locations. The applicant will be responsible for connecting to the existing 12-inch trunk watermain located along 50th Street. A minimum 8-inch ductile iron watermain will need to be extended along the new proposed streets into and throughout the development at developer’s sole cost. 2. A second connection point to the existing watermain system is required to create a looped watermain system, connecting to the existing 16-inch watermain located along Linden Avenue in the Sanctuary subdivision. 3. A watermain lateral stub will be required to the westerly plat limits. 4. The developer will also be responsible to place hydrants and water system valves internal to the site as determined by the Lake Elmo Public Works Director and Fire Department. 5. No watermain oversizing is anticipated for this development. However, further water main pipe sizing will be evaluated by the City prior to finalizing this design. All watermain to be installed would be required to meet the minimum 8-inch design standard. 6. When not located within the public right-of-way, minimum 30-foot easements centered over the pipe/hydrant are required without encroachments from retaining walls, trees, other small/dry utilities, or storm water management BMPs. Easements must be dedicated to the city as part of the plat. Dedicated watermain easements must be shown on all site, grading, utility, and landscape plans. WATEWATER MANAGEMENT / SANITARY SEWER 1. The proposed development is located outside of the City designated Municipal Urban Service Area (MUSA) for sanitary sewer service. The developer is therefore responsible to provide wastewater management infrastructure to support the proposed subdivision in perpetuity, including professional management of the system. All sewer infrastructure must be provided at the developer’s sole cost and will remain privately owned and maintained. 2. The Preliminary Plat/Plans propose a gravity sanitary sewer system to be privately owned and maintained but located within the public right-of-way and constructed to City design standards. 3. A privately owned and maintained duplex sanitary lift station is proposed at the gravity sewer end point to pump the wastewater to a community subsurface sewage treatment system located near the center of the subdivision in Outlot G (HOA owned). 4. The community wastewater treatment system will be designed to receive wastewater from all 58 lots requiring a treatment design capacity of 24,300 gallons per day (gpd). At this capacity (greater than 10,000 gpd) the system will be regulated and permitted as a large subsurface/sewage treatment system (LSTS) by the MPCA, requiring a State Disposal System (SDS) Permit. The proposed wastewater treatment system includes primary, secondary and tertiary treatment prior to the effluent being dispersed to a soil absorption area (drainfield). Wastewater treatment components include a series of septic tanks, flow equalization, aerobic treatment units, and a denitrification unit. The Plans show a minimum required soil absorption bed area of 36,450 sf with an additional 12,150 sf of reserve area. 5. Revisions to the Preliminary Plans are anticipated to relocate the proposed retaining wall outside of the public right-of-way and small/dry utility corridor. As construction plans are finalized, additional revisions may be necessary to ensure all required setbacks are maintained. To: City of Lake Elmo Planning Commission From: Residents of Tamarack Farms Estates Subject: Formal Comments Regarding Proposed Granvia Preserve Development To the Members of the Planning Commission, We are writing to collectively share the feedback and concerns of the Tamarack Farms Estates residents regarding the proposed Granvia Preserve, 58-unit development. While we welcome thoughtful growth in Lake Elmo, we believe modifications should be considered to ensure the safety of residents and the preservation of the area’s natural character. 1. Traffic Safety and Site Access on 50th St. N. The primary concern among our residents is the proposed entrance onto 50th St. N. The current placement of Granvia Preserve’s entrance near the base of the hill presents significant safety risks. Additionally westbound traffic on 50th St N has a "blind zone" at the hill’s crest and drivers may have insufficient reaction time to respond to vehicles entering or exiting the new development, particularly during winter months when road conditions are slick. Mitigants such as moving the entrance farther to the west, "Limited Sight Distance" signage, flashing warning lights, or a speed reduction zone near the intersection of Linden Trail and 50th could minimize the increased risk of collisions and improve pedestrian safety. Additionally, there is a real scenario where people will utilize the neighborhood to travel north and south on Manning through neighborhoods instead of going using Lake Elmo Ave to 36 to Manning or Manning to 36 to Manning. Our concern here would be speed and safety in the event of the increased traffic. 2. Privacy Preservation A portion of the bike path in Granvia Preserve is proposed to run along the west boundary of our development. We understand that there will be tree plantings on the west side of the bike path that will provide some visual separation from the lots adjacent to the bike path and our neighborhood’s homes along the our west border. If possible we’d request increased tree plantings along our west border for greater visual separation from the lots going in that area. 3. Neighborhood Connectivity At this time our neighborhood is not ready to commit to a bike path connection to the Granvia bike path as shown in the plans. We understand that the City would need to complete this connection. We’d request more time to discuss this possibility with the HOA and weigh the impacts of the connection. Please keep our development informed, if possible, to the planning process regarding this connection. Regarding the path connections along 50th, we’d strongly encourage the city to consider completion of the existing trail "gap" at the bottom of the hill and the installation of two designated crosswalks (one at the top of the hill and one at the bottom) to protect pedestrians from the increased vehicle volume when crossing. From experience, the crossing at the top of the hill is blind and requires pedestrians to cross 50th based mainly on the sound of on-coming traffic. At times cars are travelling well over the speed limit and even when travelling at speed limit crossing 50th (into and out of the Fields neighborhood at the top of the hill or into Tana Ridge at the bottom of the hill) is very unsafe. 4. Private Amenity Impact and Maintenance The Tamarack Farms Estate’s "oval" is a private green space owned and maintained solely by our HOA. Based on our review of the plans the proposed development appears to lack its own central park or open space and rather create a connection to St. Croix Sanctuary Park. While the established connection to St. Croix Sanctuary Park seems very logical, it is highly likely that new residents will utilize TFHA private property for broader green space. Should a direct connection be forced, we’d have concerns with the maintenance and upkeep due to increased use and would prefer involvement in that decision if possible. 5. Utilities and Long-Term Planning As the city evaluates infrastructure for this new site, we ask for consideration of the following: ● Sewer: We understand that the new development will not be on city sewer, however, they are leaving space along water lines to connect to city sewer in the future. If that plan comes to fruition we’d welcome the discussion to connect our neighborhood to city sewer as well. Utilizing the same contractors and timeline as the Granvia development could reduce the financial burden on residents. ● Water: Given the planned connection to city water for the new development, will there be future plans to require our households to join city water? Conclusion We appreciate the opportunity to provide this input. Our goal is to ensure that this new development integrates into the existing landscape without compromising the safety. We are grateful that the development is planned as an Open Space Planned Unit Development that will preserve woodlands, wildlife corridors and habitat, similar to our neighborhood. We look forward to discussing these points further at the upcoming public hearing on the 9th. From:Mark S Citsay To:Sophia Jensen Cc:Mark S Citsay; Dave O"Neill; Kurt Mara Subject:Input from Carriage Station Homeowner in Regards to Granvia Preserve Prelim Plat Date:Thursday, March 5, 2026 11:30:22 AM You don't often get email from mcitsay@aol.com. Learn why this is important Sophia - Thank you for your time yesterday. It was a pleasure to meet you and discuss the Granvia Preserve Prelim Plat. My input is as follows - Suggest/Request - Trees along Carriage Station Property Line which borders Granvia Preserve. Some of this border is near a wetland/swamp area. Trees for consideration in this area include - Evergreens - Black Spruce, White Spruce and Balsam Fir. Deciduous - Tamarack, Speckled Alder, Black Cherry, Downy Serviceberry, Ironwood, Swamp White Oak and Black Willow. Thank you for the opportunity to provide input at this preliminary stage. With Gratitude, Mark S Citsay & Connie L. Osbeck, Carriage Station Homeowners CITY OF LAKE ELMO COUNTY OF WASHINGTON STATE OF MINNESOTA ORDINANCE NO. 2026-03 AN ORDINANCE AMENDING CHAPTER 105 OF THE LAKE ELMO CITY CODE OF ORDINANCES BY REZONING ALL PROPERTY AT PID 01.029.21.42.0003, 01.029.21.41.0001, 01.029.21.43.0001FROM RR (RURAL RESIDENTIAL) TO OP (OPEN SPACE PLANNED UNIT DEVELOPMENT) SECTION 1. Zoning Map Amendment. The following property is hereby rezoned from RR – Rural Residential to OP – Open Space Planned Unit Development: SECTION 2. PUD District Regulations. Permitted uses and regulations acceptable to the OP-PUD are hereby established as follows: 1.Development Density – The development is to contain 58 single-family residential lots with a gross density of 0.52 units per acre and net density of 0.66 units per acre. 2.Land Use – Uses permitted within this OP PUD shall be: Single Family Residential. 3.Accessory Uses – Accessory uses shall be incidental to the principal uses of the property and as allowed in the OP PUD, Open Space Planned Unit Development, Zoning District. 4. Design and Performance Standards – Unless a PUD deviation has been granted or conditions imposed the standards for the property shall be those found in the OP PUD, Open Space Planned Unit Development, Zoning District, Article XVII of the Zoning Ordinance. The following deviations are granted as proposed: a. Garage Façade – 60% garage façade maximum of primary structure. b. Impervious Surface – 40% impervious surface maximum per lot. c.Sidewalk Standards – an 8-foot wide bituminous sidewalk running along the street in lieu of a traditional concrete sidewalk. The sidewalk and trails are to be maintained by the HOA. 5.Other Standards – Other standards including but not limited to bulk and design standards shall be those found in the Open Space PUD (OP) Zoning District, Article XVII or as applicable in other Articles of the Lake Elmo Zoning Ordinance. SECTION 3. Zoning Map. The zoning map of the City of Lake Elmo shall be republished in the ordinary course to show the aforesaid zoning, and in the interim the Clerk shall appropriately mark the zoning map on file in the Clerk’s Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. SECTION 4. Effective Date. This ordinance shall become effective immediately upon adoption of a Resolution approving a Final Plat and OP PUD for the project on the property described in Section 1 of this ordinance. SECTION 5. Adoption Date. This Ordinance 2026-03 was adopted on this ___ day of _________________, 2026, by a vote of ___ Ayes and ___ Nays. LAKE ELMO CITY COUNCIL __________________________________ Charles Cadenhead, Mayor ATTEST: _____________________________________ Julie Johnson, City Clerk This Ordinance 2026-03 was published on the ______ day of __________________, 2026 1 CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2026-021 RESOLUTION APPROVING THE GRANVIA PRESERVE PRELIMINARY PLAT AND OPEN SPACE PLANNED UNIT DEVELOPMENT (OP PUD) PLANS WHEREAS, the City of Lake Elmo is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, TCLD Land Holdings LLC (the “Applicant”) submitted an application to the City of Lake Elmo for a preliminary plat and open space planned unit development (PUD) called Granvia Preserve, for the property legally described on the attached Exhibit A (the “Property”), a copy of the preliminary plat and OP PUD is on file in the City of Lake Elmo Community Development Department; and WHEREAS, the Lake Elmo Planning Commission held a public hearing on March 9th 2026 to review and consider the preliminary plat and OP PUD; and WHEREAS, the Lake Elmo Planning Commission has submitted its report and 6-0 recommendation of approval of the preliminary plat and OP PUD with the recommended findings and conditions and subject to clarification on the exact lots that require increased impervious surface and conversion of the proposed bituminous sidewalk back to a traditional sidewalk to the City Council as part of a staff report dated April 7th 2026; and WHEREAS, the City Council considered the preliminary plat and OP PUD at its April 7th 2026, meeting and hereby makes the following findings of fact: 1. That the Preliminary OP PUD Plan would be consistent with the intent of the 2040 Lake Elmo Comprehensive Plan and the 2040 Land Use Map for this area. 2.That the preliminary plat generally complies with the City’s Subdivision regulations and does not meet the criteria for denial in Section 103.00.090 (d)(2). 3.That the preliminary plat generally complies with the City’s Zoning Code with the exceptions provided for in the OP PUD. 4.That the preliminary plat generally complies with the City’s design standards. 5.That the preliminary OP PUD Plan meets the minimum requirements for an OP PUD identified in LEC 105.12.1030 and criteria for approval in LEC 105.12.1070. NOW, THEREFORE, BE IT RESOLVED THAT the City Council does hereby approve the Highpointe Crossing preliminary plat and PUD subject to the following conditions: 1. Prior to the City finding any application for a final plat and final PUD complete, the applicant shall fully address all comments in the following review memos to the satisfaction of the City: a.City Engineer’s memo dated 2/28/2026 b. City Landscape Architect’s memo dated 2/25/2026 2 c.City Fire Chief’s memo dated 2/20/2026 2. 2. That prior to the City finding any application for final plat and final PUD complete, the applicant shall demonstrate that the plans reflect compliance with Valley Branch Watershed (VBWD) review requirements and that the applicant provide the City evidence that all conditions attached to a VBWD permit will be met before the starting any grading activity on the site. 3.3. That the applicant shall obtain all necessary permits including but not limited to all applicable City permits (building, grading, sign, etc.), NPDES/SWPPP permits and Valley Branch Watershed District approval before starting any grading or construction activities. 4. 4. Wetland buffer signage in the City’s standard form shall be placed on the rear of lots abutting wetland buffer areas. 5. 5. The applicant/developer is responsible, at their own expense, for installing all required right of way and pedestrian improvements. 6. 6. Storm water ponds shall be placed on separate outlots and conveyed to the City through a warranty deed in a form acceptable to the City. 7. 7. The applicant/developer shall provide the City a fee in lieu of park land dedication as required by Section 103.00.150 to be paid prior to recording of the final plat. 8. 8. All easements as requested by the City Engineer and Public Works Department shall be documented on the Final Plat before the execution of the final plat by City Officials. 9. 9. If necessary, the applicant shall provide the City with a copy of written permission for any off-site grading work and storm sewer discharges to adjacent properties before starting any site work, grading and as part of any final plat or final PUD application. 10.10. If applicable, a landscape and irrigation license agreement in a form acceptable to the City shall be executed and recorded with the final plat. 11.11. If applicable, a stormwater reuse irrigation and license agreement in a form acceptable to the City shall be executed and recorded with the final plat. 12.12. If applicable, a storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. 13. 13. Before the execution and recording of a final plat for the development, the developer or applicant shall enter into a Developer’s Agreement or a Site Work Agreement with the City. Such an Agreement must be approved by the City Attorney and by the City Council. The Agreement shall delineate who is responsible for the design, construction and payment for the required improvements with financial guarantees therefore. 14. 14. The applicant or developer shall enter into a separate grading agreement with the City before starting any grading activity in advance of final plat/ PUD approval. The City Engineer shall review any grading plan that is submitted in advance of a final plat or final PUD, and said plan shall document the extent of any proposed grading on the site. Passed and duly adopted this 7th day of April, 2026, by the City Council of the City of Lake Elmo, Minnesota. ___________________________________ Mayor Charles Cadenhead ATTEST: 3 ____________________________________ Julie Johnson, City Clerk 4 Resolution 2026-____ Exhibit A Legal Description of Subject Property CITY OF LAKE ELMO COUNTY OF WASHINGTON STATE OF MINNESOTA RESOLUTION NO. 2026-022 RESOLUTION AUTHORIZING PUBLICATION OF A SUMMARY OF ORDINANCE 2026-03 WHEREAS, the Lake Elmo City Council has adopted Ordinance No. 2026-03, an ordinance that amends the City’s Zoning Code Chapter 105 of the Lake Elmo City Code by rezoning all property at PIDs 01.029.21.42.0003, 01.029.21.41.0001, 01.029.21.43.0001 from RR - Rural Residential, to OP – Open Space Planned Unit Development. WHEREAS, the ordinance is lengthy; and WHEREAS, Minnesota Statutes, section 412.191, subd. 4, allows publication by title and summary in the case of lengthy ordinances or those containing charts or maps; and WHEREAS, the City Council believes that the following summary would clearly inform the public of the intent and effect of the ordinance. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lake Elmo that the City Clerk shall cause the following summary of Ordinance No. 2026-03 to be published in the official newspaper in lieu of the entire ordinance: Public Notice The City Council of the City of Lake Elmo has adopted Ordinance No. 2026-03, an ordinance that amends the Zoning Ordinance by rezoning all property at PID 01.029.21.42.0003, 01.029.21.41.0001, 01.029.21.43.0001 from RR - Rural Residential, to OP – Open Space Planned Unit Development. This ordinance creates land use standards consistent with the requested Open Space Planned Unit Development for the Granvia Preserve project proposed by Twin Cities Land Development (TCLD) Land Holdings LLC which was approved by the Lake Elmo City Council on April 7th 2026. This ordinance is not in full effect until the Lake Elmo City Council approves the Final Plat and PUD for the project proposed by Twin Cities Land Development (TCLD Land Holdings LLC. The full text of Ordinance 2026-03 is available for inspection at Lake Elmo City Offices during regular business hours. [remainder of page intentionally blank] Resolution 2026-022 BE IT FURTHER RESOLVED by the City Council of the City of Lake Elmo that the City Administrator keep a copy of the ordinance at City Hall for public inspection and that a full copy of the ordinance be placed in a public location within the City. Dated: April 7th 2026 ___________________________________ Charles Cadenhead, Mayor ATTEST: ____________________________________ Julie Johnson, City Clerk (SEAL) Granvia Preserve Preliminary Plat and Open Space Planned Unit Development City Council | April 7 th 2026 Background SAHS Hwy 36 50th St Sanctuary Neighborhood Carriage Stn Neighborhood Fields of St Croix Neighborhood Tana Ridge Neighborhood Applicant: Twin Cities Land Development LLC Owner: Landucci Homes Inc Location: PID# 01.029.21.42.0003, 01.029.21.41.0001, 01.029.21.43.0001 Area: 110.01 acres Current Zoning: Rural Residential (RR) Proposed Zoning: Open Space Planned Unit Development (OP PUD) Overlay 2040 Comprehensive Plan: Rural Area Development (RAD) Request: 58-unit single family detached development (Gross Density 0.53 units/acre) Land Use Applications: Preliminary Plat and Open Space Planned Unit Development Land Use Analysis Zoning Map (RR)FLU Map (RAD) Plat Preliminary Plat Review •Land Use/Zoning •Bulk Standards •Tree Preservation/Landscaping •Grading/Stormwater/Wetland Impacts •Public Infrastructure (streets, access, utilities) •Parkland Dedication OP PUD Review Minimum Criteria: a)Land must be zoned A, RR, or RE – Met b)Lot must be at least 20 acres - Met c)Must be under common ownership – Met PUD Objective - Met The purpose of OP PUD’s is established by City Code Section 105.12.980 as follows: The purpose of open space planned unit developments is to provide greater development flexibility within rural portions of the community while maintaining the rural character by preserving agricultural land, woodlands, wildlife or natural corridors, pollinator and wildlife habitat, and other significant natural features consistent with the goals and objectives of the city's comprehensive plan. The city reserves the right to deny establishment of an open space PUD overlay district and direct a developer to re-apply under standard zoning provisions if it is determined that proposed benefits of the open space PUD do not justify the requested flexibilities. Performance Standards Lake Elmo Code Section 105.12.1050 and 105.12.1060 •Density – Met •Lot Design and Setbacks– Met (100’ Buffer) •Streets - Met •Preserved Open Space – Met at ~55% (w/ open space easement) •Septic Design – Requirement to be Met •Building Standards – 60% Garage Façade Deviation Requested •Landscape Standards – Requirements to be Met •Impervious Surface Standard – 40% Deviation Requested •Trail and Sidewalk Standards – Bituminous Sidewalk Deviation Requested PUD Flexibilities This project is requesting three flexibilities via the OP-PUD: Architectural Standards (60% Garage Façade) – Per LEC 105.12.1060(c) the width of an attached garage shall not exceed 40% of the building façade. The Applicant is requesting a blanket flexibility over all lots to go up to 60% garage façade. The reason for this request is to meet the residents’ expectations of interior storage and functionality of the home. Staff find this request reasonable. Concrete vs. Bituminous Sidewalk – Per LEC 105.12.1060(f) a traditional sidewalk is to be constructed along the roadway. The applicant is proposing to construct an 8-foot wide bituminous ‘sidewalk’ along the roadway in addition to the existing trail requirements/standards. The reason for this request is for a contiguous trail system throughout the development and allow for a wider section for pedestrians/bikers. The applicant is proposing the HOA maintain the sidewalk and trails. Staff find this request reasonable. 30% vs 40% Impervious – Per LEC 105.12.1060(e) the maximum impervious surface per lot is 30%. The applicant is proposing a blanket approval of 40% impervious surface per lot. The reason behind this is due to unique lot shapes and the amenities that the residents expect. Across the entire development site, impervious surface will be ~19%, this meets the previous standard for overall development. Staff finds this request reasonable. Landscape/Tree Preservation - The Applicant has not requested flexibility related to landscaping or tree preservation standards. Per the City Landscape Architect’s Memo, the proposed plans require revisions to comply with City Standards. Further consideration is needed for the vegetation removal to maintain screening and prevent unnecessary removals. Wetlands - There are 13 wetlands on the development site. Of those, 11 will be preserved through the proposed development layout. There are two very small wetlands (12 & 13) each comprising less than 800 sq ft which are proposed for de minimis removal. Wetland buffer averaging is proposed around the remaining wetlands, with all buffer areas located within the proposed open areas. Staff is supportive of this approach to reduce issues with enforcement of wetland buffers. Staff recommend that wetland buffer signage be located at lot boundaries where directly abutting a required wetland buffer. Traffic/Access/Parking - 50th Street is a collector street and designed to carry large traffic volumes. Turn lanes would be required as part of this development. A pedestrian crossing for trail connectively will be required and is details will come with future submittals. Section 105.12.410 requires 2 spaces per dwelling unit. The homes will have 2 or more enclosed stalls with driveways to accommodate additional visitor parking. Given the width of the right of way, parking will be limited to one side of the street. As such, driveways must conform to all City standards including location, grade, and surface, when proposed. Stormwater Reuse - The applicant has indicated that the homes will be attached to a communal irrigation system that is served by stormwater reuse. A backup connection to the City’s water supply would be required and utilized when necessary to keep pond levels at a minimum threshold. Plans and details on the system will be required in future submittals to the satisfaction of the City Engineer. Other Review Considerations Tree Preservation & Landscaping Parkland Dedication Development creates demand on parks and trails. Adjacent Parks: •Hidden Knoll (6.4 acres) Trail Connections: •Hidden Knoll Park •50th Street •Tamarack Farms Parks commission recommended cash in lieu with up to 25% trail credit for the connections listed above at their meeting on 2/21/24. Review Comments The application has been circulated for comments. Below is a summary of the comments received. Conditions of approval have been added where applicable. •Fire Chief Review. The City’s Fire Chief provided a comment memo dated 2/20/2026 which details a comment on emergency access, signage, hydrants, addressing, and street naming. •Valley Branch Watershed District. A permit from VBWD will be required before any work can begin on site. No permit has been submitted to the agency at this time. •Landscape Architect Memo. The Applicant has not requested flexibility related to landscaping or tree preservation standards. The current plans require revisions and/or modifications to comply with City Standards prior to acceptance by the City. •Engineering Review. The City Engineer has reviewed the project and is generally recommending approval of the project subject to revisions and corrections related to the plan sets, street sections, and details on the pedestrian facilities 5 Findings of Fact Staff recommends approval of the Preliminary Plat based on the following findings: •That the Preliminary OP PUD Plan would be consistent with the intent of the 2040 Lake Elmo Comprehensive Plan and the 2040 Land Use Map for this area. •That the preliminary plat generally complies with the City’s Subdivision regulations and does not meet the criteria for denial in Section 103.00.090 (d)(2). •That the preliminary plat generally complies with the City’s Zoning Code with the exceptions provided for in the OP PUD. •That the preliminary plat generally complies with the City’s design standards. •That the preliminary OP PUD Plan meets the minimum requirements for an OP PUD identified in LEC 105.12.1030 and criteria for approval in LEC 105.12.1070. 14 Conditions for Approval Satisfaction of Staff review memos: •City Engine e r •Fire Chie f •Landscape Architect Standard c onditions for Pre liminary Plat Re que s ts : •Agreements, fees, permits, additional reviews Unique c onditions for Pre liminary Plat Re que s t: •Stormwater reuse agreements/reviews •Community septic approvals •Wetland buffer signage Public Hearing •Mailed to Property Owners within 500’ and pushed on February 23rd, 2026. The Notice was published in the Stillwater Gazette on February 27th, 2026. General public comments as summarized: •Mark Citsay (Carriage Station HOA) – Provided comments regarding/requesting trees boarding the Carriage Station property line and proposed species. •Nathan Campbell 5380 Linden Trl N (Tamarack Farms Estates HOA) – Provided consolidated HOA written comments in support of the open space design and added considerations for 50th street entrance, traffic, vegetative screening, future trail connections, crosswalks, their development’s private park area, and sewer/water. He also spoke at the hearing reiterating the HOA written comments and traffic/safety concerns. •Neil Kreuger (4452 Lake Elmo Ave) – Spoke at the hearing on the scenic beauty of the parcel and family history. He also requested preservation of the Tamarack bog in the area. •Danny Hecker (11658 50th St)– Spoke at the hearing in favor of the development but requested additional landscaping/screening around their parcel. Planning Commission •The Planning Commission has recommended approval of the request with the recommended findings and condition with the criteria that the developer remove the flexibility for the bituminous trail and replace it with the standard traditional sidewalk and that the developer call out the exact lots that would require the 40% impervious surface maximum. (Vote 6-0). •Staff finds the Planning Commission recommendation on impervious surface may create enforcement issues down the road as the developer is not the builder so they may not be able to correctly identify the exact impervious surface of lots without knowing the home designs at this stage in development. This request may also generate confusion and complaints if there are different standards on the same lot type for residents as they add improvements in the future (patio, pool, etc.). •The impervious standard was amended in 2024 to be considered per lot as opposed to the entire development. The proposed development meets the previous standard of 25% for the entire development. The standard was changed because reviewing permits was difficult to calculate without a per lot standard. •Staff finds the Planning Commission recommendation to require concrete sidewalks will be consistent with other developments in the city. The developer is proposing adequate bituminous trail length and connectivity. A 6’ wide trail will also reduce the overall site impervious surface. Recommendation “Move to approve Resolution 2026-_____ approving the preliminary plat and PUD requested by Twin Cities Land Development on the subject property based on the findings of fact and recommended conditions of approval listed in the staff report.” AND “Move to approve Ordinance 2026-___ PUD Ordinance approving the requests for Granvia Preserve based on the findings of fact and recommended conditions of approval listed in the staff report.” AND “Move to approve Resolution 2026-___ approving a summary of publication for Ordinance 2026-_____” STAFF REPORT DATE:April 7, 2026 REGULAR TO: City Council FROM: Nate Stanley, City Engineer Pete Tholen, Public Works Director AGENDA ITEM: City Standards for Watermain REVIEWED BY: Nicole Miller, City Administrator Chad Isakson, Assistant City Engineer CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☒ Efficient, reliable, innovative services ☐ Responsive, transparent, adaptive governance ☐ Balanced Finances now and future ☐ Managed Growth ☒ Resilient Infrastructure BACKGROUND: During discussion of the Highpoint Crossing development at the February 17, 2026 City Council meeting, a request was made by the developer to deviate from the City Standard material for watermain which is Ductile Iron Pipe (DIP) and use Polyvinyl Chloride (PVC) pipe, as recently use of PVC pipe has been less expensive. Rather than allow one-off deviations from the City Standard, Council directed staff to review the changing the standard for watermain material to see if it would be prudent moving forward. Public Works and Engineering staff have completed an in-depth review, comparing the materials from an ownership perspective. ISSUE BEFORE COUNCIL: Should the City Council change the City Standard for open-cut installed watermain pipe material to PVC? PROPOSAL DETAILS/ANALYSIS: A comparison of DIP and PVC pipe installed by method of open- cutting was completed based on several factors which are detailed in the attached memorandum. The investigation was based on a developer request to use an alternative material for watermain pipe in a new residential subdivision, which would presumably cost less to install. However, from an ownership perspective there are several other factors to consider based on operation and maintenance of the system, including strength and pressure capacity, the ability to locate pipe reliably, leak prevention and detection, system continuity, corrosion resistance, and cold-weather performance. While cost is an important factor, changing the material standard can present operational and risk-management issues. FISCAL IMPACT: No fiscal impact. OPTIONS: Approve the staff recommendation or Table the item and provide further staff direction. RECOMMENDATION: Staff is recommending that the City Standard for watermain pipe remain DIP. No City Council Action is required for the City Standard to remain. ATTACHMENTS: 1.City Watermain Standard – Evaluation of Ductile Iron Versus Polyvinyl Chloride Pipe, dated March 31, 2026 3507 High Point Drive North Bldg. 1 – Suite E130 Oakdale, MN 55128 Phone: (651) 704-9970 Bolton-Menk.com Document5 MEMORANDUM Date:March 31, 2026 To:Lake Elmo City Council From:Pete Tholen, Public Works Director Nate Stanley, City Engineer Subject:City Watermain Standard – Evaluation of Ductile Iron Versus Polyvinyl Chloride Pipe Lake Elmo, MN At the February 17, 2026 City Council meeting, staff was directed to investigate changing the City Standard for publicly owned watermain pipe from Ductile Iron Pipe (DIP) to Polyvinyl Chloride Pipe (PVC) for open-cut watermain installation. A description of each material is provided; several factors have been considered from an ownership point of view and prioritized based on importance. The following information is based on research and experience related to these materials and how they perform in Minnesota’s climate. Ductile Iron Pipe (DIP) DIP is made from a specific type of cast iron alloy that is engineered to be strong, tough and flexible. The material resists cracking, has high tensile strength, and has capacity to deform (bend) before breaking. The outside of the pipe is coated in an asphaltic material to protect against corrosion and has a cement mortar lining on the inside suitable for potable water to improve hydraulics and prevent corrosion. Conservatively, properly installed DIP should have a lifecycle of 75-100 years with minimal maintenance. Polyvinyl Chloride Pipe (PVC) PVC pipe is made from a synthetic plastic polymer derived from salt and petroleum and can have several additives to create various material properties. The rigid PVC used for watermain (C900/C905) has a high stiffness and strong pressure resistance. The material is corrosion-proof, non-conductive, lightweight, and has a smooth interior for excellent hydraulic performance. Conservatively, properly installed PVC should have a lifecycle of 75-100 years with minimal maintenance. 1. Strength and Pressure Capacity DIP has the advantage in this category due to its high structural strength and stiffness, ability to better handle high internal pressure under external loads, and its strength in situations of poor soil support. The lower stiffness of PVC pipe relies more on pipe-soil interaction, and improper installation can result Name:City Watermain Standards – DIP versus CIP Date:March 31, 2026 Page:2 Document5 in excessive deflection leading to potential weak spots in the pipe. DIP also handles freeze-thaw cycles better and is more resistant to frost stress. 2. Ability to Locate Watermain DIP has the advantage in this category due to the fact that it’s metallic and electrically conductive. The material also responds well to electromagnetic locators and can be found by direct connection to a valve or hydrant. To locate PVC, you need to rely on a tracer wire installed with the pipe. During construction, there is a potential for tracer wire damage or the need to be spliced. The wire does not have the integrity of DIP and can be damaged during backfilling operations or by soil movement. The wire also needs to be daylighted so a locator can connect to it in a port and becomes susceptible to corrosion at these locations due to climate conditions in Minnesota. Locating utilities is a legal responsibility for municipalities and a very frequent task for the Public Works Department. Reliability within the watermain system is paramount to being able to effectively locate lines. 3. Leak Prevention and Detection DIP has more robust joints than PVC and is generally less prone to leak at a joint. DIP is also stronger than PCV and more resistant to subsurface movement and pressures. Detecting leaks in DIP versus PVC watermain differs significantly because of material behavior, joint type, and acoustic response. DIP has the advantage in this category because leaks in this material produce high-frequency acoustic signatures which can be detected by ground microphones and correlators. Leaks in PVC watermain tend to be low- frequency or nearly silent, which can result in significant water loss and extensive damage due to the time it takes to locate. 4. In-Place Water System Continuity It is estimated that approximately 70% of the build-out of the watermain system in Lake Elmo has been completed, which was done with DIP as the City Standard. Much of this work has been done in the last 25 years, so the pipe is still early in its lifecycle and replacement is not anticipated for several decades. There have not been problems or performance issues with DIP and Public Works staff have the tools and knowledge to maintain the system. Changing the standard now could create issues for staff when it comes to utility locating, leak detection, and potentially managing system pressure zones. It is recommended to continue using DIP in the absence of a significant factor to drive a change. 5. Cost Recent bid prices for DIP and PVC watermain across different projects in the metro area have been reviewed and generally PVC is approximately 15% - 20% cheaper than DIP. Various diameters of watermain were analyzed and the lower pricing for PVC was consistently in that range. One item to consider with construction is the way that pricing can change based on fuel prices, material shortages, shipping interruptions, and other factors. Current prices are not guaranteed to remain consistent in the future, but right now PVC is a cheaper option than DIP. Name:City Watermain Standards – DIP versus CIP Date:March 31, 2026 Page:3 Document5 6. Corrosion Resistance PVC has an advantage in this category as it is a non-corrosive material. However, while DIP is coated to prevent the effects of corrosion, in Lake Elmo it is installed with polyethylene wrapping for added protection against effects from corrosive soils. In the majority of past projects in Lake Elmo where watermain was installed, corrosive soils have not been present. 7. Cold Weather Performance During stretches of extreme cold weather in Minnesota watermain can freeze, this has happened in Lake Elmo and residents have experienced interruptions in water service. Thawing a frozen DIP watermain is more forgiving than PVC because the pipe material is metallic, thermally conductive and more heat tolerant. For thawing DIP, electric current is introduced to the pipe by clamping an electrode to a hydrant. Electric current flows through the pipe generating heat and the ice melts from the inside out. For thawing PVC, warm water is injected into the main through a hydrant and circulated through the system to melt the ice. The method of warm water injection is riskier as it is difficult to control temperatures during injection, if the water is introduced at too high of a temperature the PVC can experience thermal shock which causes pipe rupture. Injecting water also poses potential for contamination and proper flushing and disinfection must be completed if this method is used. Recommendation While PVC pipe may be less expensive now, when considering changing from a DIP system to PVC it is not just a material switch, it is an operational and risk-management shift. The factors for operating and managing the city’s water distribution safely and effectively need to be considered above others. Based on this information it is staff’s recommendation that DIP remain the City Standard for watermain pipe. City Standard for Watermain Ductile Iron Pipe (DIP) versus Polyvinyl Chloride Pipe (PVC) APRIL 7, 2026 01 02 03 04 05 06 07 08 09 Content Pipe Material Strength and Pressure Capacity Locating Pipe Leak Prevention and Detection In -Place System Cost Corrosion Resistance Cold Weather Performance Recommendation Pipe Material Ductile Iron (DIP) •Iron Alloy •Resists Cracking •Bend Before Breaking •High Tensile Strength •Asphaltic Outer Coat and Cement Lined •Lifecycle of 75-100 Years Polyvinyl Chloride (PVC) •Plastic Polymer •High Stiffness •Lightweight •Corrosion Proof •Excellent Hydraulic Performance •Lifecycle of 75-100 Years Strength & Pressure Ductile Iron (DIP) •Overburden Strength (30-40 feet) •Pressure Capacity (300-350 psi) •Resistant Against Poor Soil Support •More Resistant to Freeze-Thaw Effects Polyvinyl Chloride (PVC) •Overburden Strength (20-25 feet) •Pressure Capacity (235-305 psi) •Load Capacity More Installation Reliant •More Reliant on Soil Support Locating Pipe Ductile Iron (DIP) •Electrically Conductive •Electromagnetic Locators Work Well Polyvinyl Chloride (PVC) •Not Conductive •Tracer Wire Needed Leak Prevention & Detection Ductile Iron (DIP) •More Robust Joints and Gaskets •More Resistant to Subsurface Movement •Leaks in Metallic Pipe have Acoustic Signatures Polyvinyl Chloride (PVC) •Reliability More Dependent on Installation •Leaks Cannot be Detected by Listening In-Place System Continuity Ductile Iron Has Been City Standard for Open-Cut Installation •Approximately 70% of City Build- Out of Watermain System •Majority of Pipe is Early in Lifecycle •Public Works Staff Familiarity •Excellent Performance Cost •Review of Recent Bid Show PVC 15% - 20% Less Expensive than DIP •Construction Pricing Can Change •Fuel Prices •Material Shortages •Shipping Interruptions Corrosion Resistance Ductile Iron (DIP) •Metal is Susceptible to Corrosion •Inside and Outside of Pipe are Coated to Project Against Corrosive Effects •DIP is Installed with Additional Polyethylene Wrapping Polyvinyl Chloride (PVC) •Material is Corrosion Proof Cold Weather Performance Ductile Iron (DIP) •Thaw Frozen Pipe with Electrical Current Polyvinyl Chloride (PVC) •Thaw Frozen Pipe by Hot Water Injection •Frozen Pipes Risk Rupture •System Must be Flushed and Disinfected Recommendation Staff Recommends to Not Change the City Standard •Continue with DIP as City Standard for Open-Cut Installed Watermain •In-Place DIP System has been Performing Very Well •System Uniformity and Ability to Reliably and Accurately Locate Pipe and Leaks has Significant Value for Operations and Maintenance •PVC is Currently Less Expensive, but From Ownership Perspective Operational Risks Outweigh Savings Now THANK YOU! NATE STANLEY, CITY ENGINEER APRIL 7, 2026 STAFF REPORT DATE:April 7, 2026 REGULAR TO:City Council FROM:Chad Isakson, Assistant City Engineer AGENDA ITEM: Authorize Design Services for the Section 16 – Phase 2 Sanitary Sewer Extension REVIEWED BY: Nicole Miller, City Administrator Clarissa Hadler, Finance Director Jason Stopa, Community Development Director Pete Tholen, Public Works Director Nate Stanley, City Engineer CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☐ Efficient, reliable, innovative services ☐ Responsive, transparent, adaptive governance ☐ Balanced Finances now and future ☒ Managed Growth ☒ Resilient Infrastructure BACKGROUND: The City of Lake Elmo has been working with the Urban Land Institute Technical Assistance Panel (ULI TAP) on the development of the city owned property at Ideal Avenue and Stillwater Boulevard. The City Council received a presentation at the March 10, 2026 meeting where it was generally supportive to scope and design the extension of sanitary sewer north of the railroad tracks for construction in 2027. ISSUE BEFORE COUNCIL: Should the City Council authorize preparation of plans and specifications for the Section 16 – Phase 2 Sanitary Sewer Extension? PROPOSAL DETAILS/ANALYSIS: The proposed improvements include extending the sanitary sewer gravity main from an existing manhole to the north side of the railroad tracks. The alignment proposes to run north/south outside of the county right-of-way on city owned property and auger/bore a casing pipe under the Union Pacific Railroad Tracks. A project location map is provided for reference. Design authorization will allow time to determine the routing of the sanitary sewer pipe, coordinate with the county on their proposed improvements to Ideal Avenue (CSAH 13) scheduled for construction in 2029, and allow time for the permitting process, and better estimate the cost impacts to include in the 2027 Capital Improvement Plan. FISCAL IMPACT: If authorized, Bolton and Menk will complete final design and bidding services in a not to exceed amount of $46,100. Staff will also be recommending geotechnical investigations (soil borings) be completed during this phase. Future authorization will be requested following the city’s purchasing policy when the recommended boring locations are known and proposals from geotechnical firms are received. OPTIONS: Authorize preparation of plans and specifications. Do not authorize preparation of plans and specifications. RECOMMENDATION: Staff are recommending that the City Council authorize preparation of plans and specifications for the Section 16 – Phase 2 Sanitary Sewer Extension, the recommended motion for the action is as follows: Motion to authorize preparation of plans and specifications for Design Phase Engineering Services to be provided by Bolton and Menk, Inc. in the not-to-exceed amount of $46,100. ATTACHMENTS: 1.Project Location Map. 2.Project Schedule. 33 r d S t NIsleCtN34thStN34thStN 3 1 s t S t N HelmoAveNI r o n w oodT rl NIvyAveNS t i l l w a t e r B l v d N S t i l l w a t e r B lv d NIdealAveN Tab ly n Pa r k Lake Elmo GIS Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, (c) OpenStreetMap contributors, and the GIS User Community, Vantor Sewer Manhole Sewer Pipe Water Valve Water Structure Water Meter Water Hydrant Water Curb Stop Water Pipe Water Lateral City Limits Parcels 3/3/2026, 10:37:43 AM 0 630 1,260315 ft 0 190 38095 m 1:9,750 3507 High Point Drive North Bldg. 1 – Suite E130 Oakdale, MN 55128 Phone: (651) 704-9970 Bolton-Menk.com Section 16 – Phase 2 Sanitary Sewer Extension Lake Elmo, MN APRIL 7, 2026 Council authorizes the preparation of Plans and Specifications. FALL, 2026 Council approves Plans and Specifications and orders Advertisement for Bids. WINTER, 2027 Project Bid Date: Receive contractor Bids. SPRING, 2027 Council accepts Bids and awards Contract. SUMMER, 2027 Conduct Pre-Construction meeting and issue Notice to Proceed. SECTION 16 PHASE 2 SANITARY SEWER EXTENSION AUTHORIZE DESIGN SERVICES APRIL 7, 2026 01 02 03 04 Content Background Proposed Improvements Project Schedule Requested Council Action Background Lake Elmo has an existing 10 -inc h gravity s anitary s e we r main stubbed to the southern parcel of the 180 acres along Ideal Avenue. 01 03 Engineering has scoped design phase services to create plans and specifications to publicly bid the project. 04 The city has requested engineering review extending the 10 -inch gravity main further north as a city led capital improvement project in 2027. The goal would be to get the mainline ac ros s the Union Pac ific Railroad trac ks . Coordination with Washington County on the reconstruction of Ideal Avenue (CSAH 13) is ongoing. The sanitary sewer route is proposed outside of the County right -of-way. 05 Lake Elmo has been working with the Urban Land Institute Technical Assistance Panel to vision development on the city owned property. 02 Proposed Improvements Project Schedule APRIL 7, 2026 Counc il authorize s pre paration of Plans and Spe c ific ations . FALL, 2 0 2 6 Counc il approve s Plans and Spe c ific ations . Adve rtis e me nt for Bids is authorize d. WINTER, 2027 Project Bid Date: Receive Contractor Bids SPRING, 2027 Council Accepts Bids and Awards Contract. SUMMER, 2027 Conduct Pre -Construction Meeting and Issue Notice to Proceed. *Project schedule can be adjusted or more finalized as agreed upon by engineering and city feedback. Requested Council Action Staff is recommending the following: •Staff is recommending that the City Council authorize Bolton & Menk to complete the final design and bidding services in the not-to -exceed amount of $46,100. *The amount listed above does not include a geotechnical investigation or pe rmit fe e s c harge d by Union Pac ific Railroad. Thos e authorizations or c os ts will be known at the time work is recommended to be completed. THANK YOU! NATE STANLEY, CITY ENGINEER APRIL 7, 2026 STAFF REPORT DATE: 4/7/2026 REGULAR TO: Mayor and Councilmembers FROM: Jason Stopa, Community Development Director AGENDA ITEM: 2050 Comprehensive Plan Contract with Bolton and Menk CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☐ Responsive, transparent, adaptive governance☒ ☒ Managed Growth ☐ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☒ Resilient Infrastructure BACKGROUND: Every ten years cities within the Metropolitan Council’s jurisdiction are required to complete a comprehensive plan. The plan is typically completed by a consultant. We worked with Bolton & Menk, the city’s consultant for planning and engineering services on determining the scope of the comprehensive plan and requested input from the Council at the July 2025 workshop. On December 31, 2025, we received a proposal from Bolton & Menk. On February 20th, staff sent a request for proposals to four firms (Landform, Swanson Haskamp, WSB, and HKGi) and one responded (HKGi). ISSUE BEFORE COUNCIL: Should the Council approve a contract with Bolton & Menk to complete the city’s 2050 Comprehensive Plan? PROPOSAL DETAILS/ANALYSIS: The proposal meets all requirements from the Met Council including a review of land uses, housing, transportation, parks & trails, climate, and infrastructure capacity & planning. Bolton & Menk is the City’s consultant for planning and engineering services. HKGi’s proposal included contracting with Bolton & Menk for infrastructure planning. HKGi’s proposal cost is $213,000. Bolton & Menk’s proposal cost is $176,824. Bolton & Menk’s proposal separates costs with the utility/infrastructure study portion at $49,505 and the planning, community engagement, project coordination, and document creation portion at $127,319 for a total of $176,824. Community Development budgeted $150,000 for the plan within the department’s budget. Staff recommend paying $49,505 for the utility/infrastructure study from the respective utility fund. Bolton & Menk will provide a presentation on their proposal. FISCAL IMPACT: The total cost of the plan is $176,824. Lake Elmo is eligible for a grant from the Met Council ($40,000-$54,000). OPTIONS: Accept the proposal and sign a contract. Deny the proposal. Amend the proposal and sign a contract. RECOMMENDATION: Staff recommend accepting the proposal and signing a contract. “Motion to accept the proposal and sign a contract with Bolton and Menk for the 2050 Comprehensive Plan.” ATTACHMENTS: 2050 Comprehensive Plan Scope of Services Standard contract for professional services Bolton & Menk’s proposal (private information) HKGi’s proposal (private information) 1 City of Lake Elmo Scope of Services 2050 Comprehensive Plan Update February 19, 2026 The City of Lake Elmo is seeking proposals from qualified consultants to assist with preparation of its 2050 Comprehensive Plan Update. Consulting teams should have experience in land use, housing, and infrastructure development planning. The updated plan is expected to include both statutory-required elements related to regional systems and a refreshed vision of expected change and growth unique to Lake Elmo. Tasks This scope of work includes the following tasks that will provide a complete comprehensive plan update, with a plan approved by the Met Council and adopted by the City. Task 1: Project Initiation and Project Management Project Kickoff: Project team will attend a project kickoff meeting with the City of Lake Elmo staff to discuss the needs and finalize the scope of work. Issue Identification: Understanding the issues and expectations of staff. Project Management: This process involves regular coordination and updates to the staff and a technical advisory committee to review progress and provide direction. Task 2: Community Engagement • Communications Plan: Provide a brief communication plan to city staff for review and approval which identifies the following engagement strategies to take place largely in 2026. • Survey: Provide an on-line survey to garner input and feedback on the draft chapters. • Website: Provide a website for the plan and update it throughout the project. • In Person Engagement: Provide an approach for in-person engagement • Digital Engagement: Provide an approach for social media engagement. • Technical Advisory Committee Review: Provide an approach for a Te chnical Advisory Committee. Task 3: Chapter 1 Goals and Vision Work with staff and the technical advisory committee to confirm the updated vision and goals. 2 Task 4: Chapter 2 Demographics Provide a new chapter of demographics and community composition to include minimum requirements of the Met Council, including the following: • Community Designation map • Population Projections from Met Council • Employment Projections from Met Council • Demographic Profile (ethnicity, age, disabilities, poverty, vehicle access) Task 5: Chapter 3 Land Use Provide a new land use chapter that builds on the existing 2040 Comprehensive Plan, that meets the following minimum requirements of the Met Council: • Existing Land Use Map and Table • Future Land Use Map and Table • Description of each land use category with density range • Forecasted Growth Table with density • Text to support the proposed growth and how growth will be managed. • Redevelopment and Infill Map and Table • Historic and Cultural Asset Inventory and Policies • Solar Resource Policy • DWSMA Review + Map and Policies And explore the following areas in greater detail: • Rural service areas and new future land uses • Commercial node planning in the Village and South Growth Areas • MUSA discussions and identification of alternatives for serving failed systems Task 6: Chapter 4 Housing Provide a new housing chapter to include minimum requirements of the Met Council: • Housing Unit Affordability Assessment, Table, and Narrative • Map of Subsidized Housing Units and Summary • Housing Type Table • Household demographics • Affordability Restricted Housing Units • Affordable Housing Need (determined by Met Council) • Affordable Housing Opportunity Table • Housing Implementation Plan Task 7: Chapter 5 Transportation 3 Provide an update to the Transportation chapter that builds on the existing 2040 Comprehensive Plan, to primarily meet the following minimum requirements of the Met Council: • Functional Classification Map • Principal and Minor Arterial Map, Lanes, Volumes • Safety Analysis • Transit Map and description • Biking Network Map • Pedestrian Map • Climate and Natural Systems- Vehicle Miles Traveled Reduction plan and Green House Gas Emission reductions plans • TAZ Map and analysis Task 8: Chapter 6 Water Resources – Wastewater Provide an update to the Wastewater chapter that builds on the existing 2040 Comprehensive Plan, recent developments, public and private projects, and technical memos and to primarily meet the following minimum requirements of the Met Council: • Maps and GIS files for Sanitary Lines and Details • Sewer Forecast Table • Capacity Flow Tables • Inflow/Infiltration Policies • Inflow/Infiltration sources, extents, cost summary for remediation • Private Communal Septic Search and analysis • Septic (SSTS) Map and Description/Management Task 9: Chapter 7 Water Resources- Water Supply Provide an update to the Water Supply chapter that builds on the existing 2040 Comprehensive Plan, recent developments, public and private projects, and current or existing water supply plan and to primarily meet the following minimum requirements of the Met Council: • DWSMA table of risks by land use • Water Resource Goals and Strategies • Private Well information and comment response • Local water supply plan incl map and future growth • Water Supply Policies and strategies • Water demand forecast and differences • Future demand strategies and improvements • Water appropriation description, strategies and comments • Emergency preparedness Task 10: Chapter 8 Water Resources- Surface Water 4 Provide an update to the city’s Surface Water Management chapter which will leverage the 2040 Comprehensive Plan and the current Surface Water Management Plan to incorporate general language updates; figure and exhibit updates; and other updates required by regulatory agencies and stakeholders to meet the following minimum requirements of the Met Council: • Review each section and identify text updates • Update Surface Water Management Plan tables, as necessary • Analyze and modify current Surface Water Management Plan maps and figures and update with the best available data • Update Surface Water Management Plan maps describing the City’s drainage system to meet minimum requirements Task 11: Chapter 9 Parks and Trails In 2024, the City of Lake Elmo adopted the City of Lake Elmo Park System Plan. This plan should serve as the foundation for meeting minimum requirements of the Metropolitan Council. The 2050 Comprehensive Plan will supplement the Park System Plan by meeting the following minimum requirements: • Regional Park/Trail Map and Description • CIP for Parks Task 12: Chapter 10 Climate Provide a new Climate chapter to include minimum requirements of the Met Council: • GHG Inventory • Strategies for reducing GHG’s • Reduction Strategies Impact • Climate Hazards and Strategies • Food Systems Strategies Task 13: Chapter 11 Natural Systems Provide a new natural systems chapter to include minimum requirements of the Met Council: • Map of Natural Systems • Opportunities for Protections • Protection Improvement Goals • Protection Strategies for Goals Task 14: Chapter 12 Implementation Provide an implementation chapter to include minimum requirements of the Met Council: • Identified Zoning Code and Map Changes • Zoning Map and Category descriptions 5 • CIP • Local controls Task 15: Plan Revisions Provide an estimate of hours for plan revisions and to address Met Council comments. Task 16: Plan Adoption Public Comments: This process involves final adoption of the ordinance. Prepare an adjacent and affected jurisdiction review and respond to public comments. Planning Commission Public Hearing: Consultant will attend a public hearing at the Planning Commission to present the final draft of the 2050 Comp Plan and to answer questions. City Council Approval: Consultant will attend the City Council meeting to present the final draft of the 2050 Comp Plan and answer questions. Proposed Timeline Provide a proposed timeline and schedule. Cost Provide an hour and cost breakdown for each task and include total hours and cost. STAFF REPORT DATE: April 7, 2026 REGULAR TO: Mayor and Councilmembers FROM: Nicole Miller, City Administrator and Department Heads AGENDA ITEM: 2025 City of Lake Elmo Annual Report CORE STRATEGIES: ☒ Vibrant, inclusive, connected community ☒ Responsive, transparent, adaptive governance ☒Managed Growth ☒ Efficient, reliable, innovative services ☒ Balanced Finances now and future ☒ Resilient Infrastructure BACKGROUND: Staff is pleased to present the City’s first comprehensive annual report. This report is intended to provide a clear, accessible summary of the City’s operations and accomplishments over the previous year. Also included in this report are each department’s priorities for the next year. ISSUE BEFORE COUNCIL: Does Council have any feedback on the 2025 Annual Report? PROPOSAL DETAILS/ANALYSIS: The annual report is designed to: Enhance transparency and accountability to the community Provide an overview of departmental responsibilities Highlight and celebrate progress made toward City Council priorities for previous year and what is planned for the next year Serve as a communication tool for residents, businesses and stakeholders The report is organized in a consistent manner and contains the following sections: Department mission statement created by department heads and staff Overview of department services provided 2025 department accomplishments made towards City Council priorities 2026 planned activities to continue to support City Council priorities Key department metrics from 2025 Next Steps Following the presentation to the City Council and council’s feedback, staff will finalize the report for public distribution. The document will be made available on the City’s website and shared through our communication channels. ATTACHMENTS: 2025 City of Lake Elmo Annual Report 2025 City of Lake Elmo Annual Report presentation 2025 A N N U A LTHE CITY OF LAKE ELMO R E P O R T L A K E E L M O A N N U A L R E P O R T | 2 0 2 5 City Departments The City of Lake Elmo The City of Lake Elmo is a vibrant and growing community that values its small-town character while planning thoughtfully for the future. Located in Washington County, Lake Elmo is known for its natural beauty, small town charm, and commitment to responsible development. City leaders, staff, and residents work together to maintain high-quality services, protect natural resources, and support sustainable growth that preserves the community’s unique identity. 01 Mayor & Council........................................................................................................................ Strategic Plan............................................................................................................................ Commissions.............................................................................................................................. Administration........................................................................................................................... Community Development .......................................................................................................... Finance....................................................................................................................................... Fire............................................................................................................................................. Public Works & Engineering...................................................................................................... Washington County Sheriff....................................................................................................... Legal Services........................................................................................................................... 3 4 6 7 10 13 17 20 24 27 Citizens of Lake Elmo Mayor & Council City Administrator CommissionsPlanningParksEconomic DevelopmentAuthority Lake Elmo Organizational Chart The City of Lake Elmo Administrative Services Director Public Works DirectorFinance Director City Attorney City Engineer Sheriff’s Office Sergeant (1) Deputy (4) Fire ChiefCommunityDevelopmentDirector FinanceCoordinator Account Payable/Payroll Clerk (1 FTE) Assistant FireChief Paid-on-CallCaptains & Lts (3) Full-TimeFirefighters (6) Paid-on-CallFirefighters Asst. PublicWorks Director Lead Worker Operators I, II, III(9) Seasonal/Interns City Clerk CommunicationsCoordinator Admin Assistant PW/ FireBuildingOfficialSenior CityPannerBuildingInspectorPermitTechnicianCityPlannerPlanningAssistantL A K E E L M O A N N U A L R E P O R T | 2 0 2 5 Utility Billing Clerk/ Finance Analyst (1 FTE) 02 Special ProjectsManager (2025) 03 Mayor & Council The City of Lake Elmo Mayor Charles Cadenhead Nick Kragness Nick Dragisich Jeff Holtz Matt Hirn Council Members L A K E E L M O A N N U A L R E P O R T | 2 0 2 5 City Council members are appointed annually as a liaison to a board or commission to facilitate communication and interaction between the Council, internal advisory bodies and other governmental and non- profit organizations. As the City’s policy-making and legislative authority, the Council approves the budget and tax levy, adopts ordinances, and sets the City’s long-term vision. Council members provide leadership by identifying community issues and opportunities and guiding policies related to land use, planning, capital improvements, and intergovernmental coordination. Policy The Lake Elmo City Council serves as the City’s governing body, setting policy direction and making decisions that guide the future of the community. The Council adopts the annual budget and tax levy, approves ordinances and resolutions, establishes long-term strategic priorities, and oversees major projects and land use decisions. Working collaboratively with city staff and residents, the council ensures that services are delivered responsibly, transparently, and in alignment with the community’s vision and values. Community Responsibilities What We Do The City of Lake Elmo conducted its biannual strategic planning process in January 2025. This effort included individual meetings with the Mayor, City Council, Department Head team, and a consultant, along with a two-day facilitated session held on January 15–16. The group session centered on three primary areas: long-term vision, organizational values and expectations, and short-term goal setting. MISSION STATEMENT 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. Excellence – We strive for excellence in everything we do, ensuring the highest quality in thedelivery of services. Integrity – We uphold the highest standards of ethics and integrity in our actions. We aretransparent and accountable, fostering trust and respect among our stakeholders. Service – We are committed to serving our community through collaboration, innovation, opencommunication, valuing diverse ideas and creative solutions. By respecting individuality andactively engaging with the community, we ensure our efforts are inclusive and responsive. Core Values The City of Lake Elmo Strategic Plan 04LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 Responsive, transparent, adaptive governance - 70 Resilient infrastructure - 124 Managed growth - 99 Balanced Finances Now and Future - 91 Efficient, reliable, innovative services - 61 Vibrant, inclusive, connected community - 55 To align with City Council priorities, eachstaff report identifies the core strategy orstrategies most closely related to theitem. Acquired 76 acres for future parkland Adopted the 2025–2026 Strategic Plan Adopted utility franchise fees to improve funding for capital projects Invested in multiple infrastructure projects: 2025 Street & Utility Improvement Project, Well 2 PFAS Water Treatment Plant, I-94 Lift Station and Forcemain Improvements and the Village Parkway Improvements to cross the Union Pacific Railroad. Initiated development of a long-term strategic financial plan, focusing on reducing debt and strengthening capital fund balances Established a Tree Fund and launched a boulevard tree program Engaged with Urban Land Institute to bring industry experts and community stakeholders together to identify development plan for city-owned 180 acres Issued an RFP for the former fire station and parks building and selected a proposal featuring a self-pour taphouse and casual dining restaurant Approved the purchase of new financial software to enhance operations Collaborated with community organizations to support local events Planned City of Lake Elmo’s Centennial Celebration 2025 Highlights of Lake Elmo CityCouncil Core Strategies in Action The City of Lake Elmo Strategic Plan 05LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 Core Strategies at Work Staff and Council adopted policies aligned with six core strategies guiding policy direction,budgeting, and long-term planning, and identified priority goals to focus staff efforts andresources. The Lake Elmo Economic Development Authority (EDA) supports local businesses, strengthens the city’s tax base, and guides responsible commercial and industrial growth. Working with the city council and community partners, the EDA helps attract investment, encourage redevelopment, and promote long-term economic vitality aligned with Lake Elmo’s values. 06LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 Lake Elmo’s volunteer commissions advise the City Council on key issues such economic development, parks and planning. These groups review proposals and provide recommendations grounded in local experience. Our commissions help shape the city’s future, guided by Lake Elmo’s core values of excellence, integrity, and service. Economic Development Authority Lake Elmo Commissions The City of Lake Elmo The Lake Elmo Parks Commission advises the City Council on parks, trails, open space, and recreational programming. The commission reviews plans and proposals, helps guide improvements to park facilities, and supports efforts to enhance outdoor amenities that contribute to Lake Elmo’s quality of life. Parks Commission Planning Commission The Lake Elmo Planning Commission serves as an advisory body to the City Council on land use, zoning, and development matters. The commission reviews development proposals, comprehensive plan updates, and ordinance amendments, offering recommendations that support thoughtful growth while preserving Lake Elmo’s character and long-term vision. The City of Lake Elmo Administration team keeps the organization running smoothly, transparently, and responsibly—supporting elected officials, staff, and the community every step of the way. We coordinate City Council operations by preparing agenda packets, advancing strategic priorities, and tracking progress toward shared goals, while overseeing daily operations to ensure efficient service delivery. We manage essential civic functions including elections and city licensing—liquor, garbage hauling, cannabis, and more—and serve as stewards of public records in compliance with state retention laws, responding to data requests from departments and residents. Our team also supports city employees through recruitment, retention, payroll, benefits, policy development, safety, wellness, and training. The City employs a part-time Special Projects Manager who provides strategic support on high-priority and long-range initiatives. In 2025, this role advanced key community development efforts, supported regional collaboration on environmental and water sustainability, and contributed to multi-jurisdictional initiatives focused on long-term infrastructure and environmental stewardship. The position works closely with regional partners, legal teams, and oversight groups to help guide complex projects that have lasting impact on the community and surrounding area. Finally, we serve as a central communication hub—delivering timely, accurate information to build trust, promote transparency, and keep our community informed. Administrative Department City of Lake Elmo To deliver excellence in municipal operations through integrity, transparency, and accountability, ensuring seamless support for elected officials, empowering staff, and providing responsive, high-quality service to the community. Mission What We Do 07LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 City Administrator(1 FTE) City Clerk(1 FTE) Administrative ServicesDirector Admin AssistantPW/Fire (1 FTE) Administration Organizational Chart CommunicationsCoordinator(1 FTE) Special ProjectsManager L A K E E L M O A N N U A L R E P O R T | 2 0 2 5 08 Administrative Department City of Lake Elmo 2026 Priorities Continue to digitize city records Identify city data and file management Implement community art program for City Hall Prepare City digital content to meet WCAG 2.1 Level AA accessibility standards ahead of 2027 requirements Create City Annual Report Conduct National Community survey to residents to evaluate quality of life in Lake Elmo, including custom questions related to special projects Evaluate election precincts and identify additional polling locations Conduct second all-employee workplace survey Complete audio visual upgrades to community room to allow broadcast of workshops and record trainings Begin negotiations for Public Works Union Contract Train on the human resources module in new BS&A software Recruit three Fire Captains by mid-year Support Public Works with implementation of recommendations from operational assessment 2025 Highlights Hired Communications Coordinator Created communications plan Created intranet site - SharePoint Developed new website 2025-2026 strategic plan adopted Provided quarterly goals and updates to council Submitted the resolution and report for the state performance management program to the council Supported the City Council-led 100th anniversary celebration Provided support for community events (4th of July parade, Light up Lake Elmo, Lake Elmo Night Out) Launched annual employee survey Launched monthly employee newsletter “The Loop” Created employee engagement committee Created annual comprehensive water brochure Hosted water meeting with Minnesota Department of Health, and the Minnesota Pollution Control Agency Hired Administrative Services Coordinator Hired Administrative Assistant to support Administration, Public Works, and Fire Set up Labor Management Committee Changed Employee Benefits plan provider including the new Minnesota Paid Leave ADMINISTRATION BY THE NUMBERS2025 9LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 92 Licenses and Permits 12/237 Hires / Applicants 14,422 Population 378 Council Agenda Items Processed 132 Newsflash Messages 10,512/2 Registered Voters / # of Precincts 43 Council Meetings 37,092 Fresh Newsletters Opened 537,790 Social Media Views 18 Ordinances Adopted Building Official(1 FTE) Building Inspector(1 FTE) Planning Assistant(1 FTE)Permit Technician(1 FTE) Community Development Department City of Lake Elmo The Community Development Department is committed to guiding thoughtful growth, preserving our community’s rural character and natural resources, and fostering vibrant neighborhoods and businesses. We strive to enhance quality of life, promote economic vitality, and ensure sustainable development for current and future generations. Mission What We Do The Community Development Department serves as the community resource for residents, businesses, and developers, providing planning and zoning, permitting, code enforcement, and economic development. Various land use regulations and policies guide development in the city. The Comprehensive Plan guides the city's long-range planning, and the Zoning Regulations Ordinance and map control current development. The department participates in several grants including The Washington County CDA, the Washington County Recycling Grant, and the 3M Priority 2 Grant. Additionally, the department participates in the GreenStep Cities sustainability program maintaining it’s Step 5 recognition status. In 2025, the City established a Green Team and began participating in the GreenStep Cities Gold Leaf Challenge, a program that supports and recognizes communities for taking new actions to address Minnesota’s changing climate. 10LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 Community DevelopmentDirector(1 FTE) Senior City Planner(1 FTE) City Planner(1 FTE) Community Development Department Organizational Chart L A K E E L M O A N N U A L R E P O R T | 2 0 2 5 11 Community Development Department City of Lake Elmo 2026 Priorities The department will continue to work on a high volume of city projects The following development projects are expected to be completed in 2026: Oakland Middle School Addition, New Lake Elmo Elementary School, Prairie Sky twin homes, Starbucks, Roers Apartment Building, Bridgewater Bank, At-Home Apartments (Woodhelm), Primrose School, Inwood Townhomes, Northstar 2nd and 3rd additions The city will market the former 3M property/180-acre site, and redevelop the old fire station 2025 Highlights Implemented Cloud Permit, a new cloud-based software system for buildingpermittingUpdated its change-of-use process tobetter capture new business activity andensure applicable requirements areidentified earlyDigitized planning filesHired two building inspectorsProvided annual training to the PlanningCommissionHeld annual joint Planning Commission/CityCouncil work sessionEstablished a Tree Fund Ordinance andimplemented a Boulevard Tree ProgramPromoted sustainability through theGreenSteps and Gold Leaf B3 programsCoordinated with Public Works to ensurehundreds of diseased ash trees wereremovedReviewed and adopted MN Cannabisregulations and added zoning/licensingrequirementsReviewed the Old Village Area Zoning andFuture Land Use Maps in response to theOld Village Study conducted in 2024Created a city property viewer with parceldata, zoning districts, and land use layersimportant for residents and developersIssued an Request For Proposal (RFP) andawarded the Old Fire Station and PublicWorks BuildingCompleted a Technical Assistance Panel ofthe former 3M property / 180 acres with theUrban Land Institute Technical AssistancePanel (ULI TAP) Development Projects Under Construction in 2025 Amira 55+ apartment building Bridgewater Village – mixed-use (Bridgewater Bank, Primrose School) Royal Golf – single-family homes Easton Village Milestones Daycare Gardner Daycare Oakland Middle School Expansion New Lake Elmo Elementary School Woodhelm Townhouses Northstar Single Family Homes Roers Apartments Inwood Townhomes Prairie Sky Twinhomes COMMUNITY DEVELOPMENT BY THE NUMBERS2025 12LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 8,878 Inspections Completed 204 New Single-Family Homes Permitted $103.3 Commercial Value Increase - Millions 1,900 Zoning Inquiries 102 Code Enforcement Responses 1,265 Building Permits Issued 345 Zoning Permits Issued 33 Land Use Applications $120,000 Grant Funds Received $88.8 Residential Value Increase - Millions What We Do The Finance Department is responsible for ensuring the integrity, accuracy, and timeliness of information related to the City’s financial operations. The department supports the City’s fiscal stability and transparency through the following core functions: Revenue Collection The Department collects revenue from a variety of sources, including property tax, permit fees, and utility user fees. Additional revenue streams include grants, service charges, interest earnings, and intergovernmental transfers. Disbursement of Funds The Department processes payments to vendors for goods and services received. It also administers bi- weekly payroll and employee benefit payments in a timely and accurate manner. Financial Transaction Management All financial transactions are recorded within the City’s financial system using a 12-digit general ledger numbering structure. Each general ledger account is uniquely identified, individually budgeted, and continuously monitored to ensure accountability and adherence to approved budgets. Finance Director(1 FTE) Finance Coordinator(1 FTE) Account Payable /Payroll Clerk(1 FTE) Utility Billing Clerk /Finance Analyst(1 FTE) Finance Department Organizational Chart Finance Department City of Lake Elmo The mission of the Finance Department is to provide accurate, efficient, and well-planned financial services and to ensure that City of Lake Elmo services and infrastructure are sustainable for current and future residents. Mission 13LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 Financial Reporting The Department prepares the City’s Annual Comprehensive Financial Report (ACFR). These reports ensure transparency and compliance with established accounting standards. In addition, the Department provides regular reporting to the City Council. Budget Administration The Finance Department prepares the annual budget for review and approval by the City Administrator and City Council. Once adopted, the budget is published online for public access and transparency. Department directors are responsible for managing their respective budgets throughout the fiscal year. Debt Issuance and Management In coordination with the City’s financial advisor, the Department oversees the issuance of municipal debt and ensures all outstanding obligations are managed in accordance with the City’s official bond statements and regulatory requirements. Investment Management The City’s idle funds are invested in strict compliance with the City’s Investment Policy. We prioritize safety, credit risk mitigation, market risk management, liquidity, and yield to protect public funds. Strategic Financial Planning The Department develops and maintains long-term projections of revenues and expenses. These studies include projections for development, taxation, capital purchases, staffing, debt, utility fees, and much more. Program Accomplishments The team successfully introduced a new Enterprise Resource Planning (ERP) system to enhance financial management, reporting accuracy, and operational efficiency. Future Challenges and Opportunities Implementing succession planning strategies to address anticipated staff retirements and turnover. Securing sustainable funding sources for current and future capital improvement. Finance Department City of Lake Elmo What We Do 14LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 2026 Tax Levy L A K E E L M O A N N U A L R E P O R T | 2 0 2 5 15 Finance Department City of Lake Elmo 2026 Priorities Complete implementation of new financial software and related financial process improvements 2025 Annual Comprehensive Financial Report (ACFR) 2027 Budget & Levy 2027-2036 Capital Improvement Program. Fixed Asset internal audit Complete Strategic Financial Plan Annual update of Utility Study & 10-Year rate planning Review utility fees related to development Review stormwater fee structure Implement new utility payment system, new billing design, and paperless bills Implement/document new financial processes city-wide Expand utility communications with special focus on water conservation 2025 Highlights Updated Utility Study & 10-Year rate planning Started implementation of new financial Software 2024 Annual Comprehensive Financial Report (ACFR) 2026-2035 Capital Improvement Program 2026 Budget & Levy, including implementation of expanded Budget Book Started strategic financial planning process Assisted Public Works with implementation of Advanced Metering Infrastructure (AMI) Software Used AMI to track and notify customers of water leaks Implemented secure online application for vendor ACH sign-up FINANCE BY THE NUMBERS2025 16LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 105 Funds Managed 1,292 Timesheets in 26 Pay Periods 1 Bond Issuance 17,110 Utility Bills Mailed Annually 58 Development Escrows Managed $55M In Debt (3.3M Decrease) 3,039 Invoices Paid $57.5M Cash and Investments 120 Bank account Reconciliations Aa1 Bond Rating Captains and Lts(3 POC) Paid-On-CallFirefighters(26 POC) Fire Department City of Lake Elmo We serve neighbors and friends with professional excellence, providing exceptional service and a trusted all- hazard response. Mission 17LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 Fire Chief(1 FTE) Assistant Fire Chief(1 FTE)Full-Time Firefighters(6 FTE) Fire Department Organizational Chart What We Do Vision: To be a fire department that proudly serves its growing community with the goal of being there whenyou need us most, equipped with the right skills to make a difference. Values:Accountability: Taking ownership of our actions, ensuring consistency and effectiveness in ourservice, and building trust within the community.Integrity: Holding ourselves to the highest ethical standards, demonstrating honesty,professionalism, and moral courage in our leadership and actions.Respect: Treating all individuals with dignity and empathy, demonstrating compassion, kindness,and honor in every interaction. Our Commitment to Those We ServeProfessional skill & expertise: Our staff is trained to the highest standards. We prioritizetechnical proficiency in fire suppression, EMS, and all-hazard mitigation.Rapid, all-hazard response: Our department is focused on efficient response times to ensure theproper level of care is delivered in a timely, decisive manner.Exceptional service levels: As Lake Elmo grows, so do we. We provide a comprehensive level ofservice. L A K E E L M O A N N U A L R E P O R T | 2 0 2 5 18 Fire Department City of Lake Elmo 2026 Priorities Continue to build our community risk reduction programing: Sound the Alarm smoke alarm replacement, home inspection program, and CPR training Hire three career shift captains Take delivery and in-service for Tender 2 Firetruck and UTV 1 (utility terrain vehicle) replacements 2025 Highlights Crews responded to 1,281 calls for service, including 474 fire incidents and 807 medical incidents Hosted the Fire Department Open House in September, featuring car seat safety, smoke alarm information, hands-only CPR, fire extinguisher training, and station tours Celebrated the retirement of Brian Johnson after 32 years of service to Lake Elmo and our department Seven paid-on-call firefighters completed academy training Hired five probationary firefighters Installed a new gear and equipment decontamination machine as part of the Capital Improvement Program (CIP) to help reduce firefighter exposure to carcinogens Hired Public Works/Fire Administrative Assistant to support two growing city departments Began offering CPR instruction to local businesses and residents Supported city events, including 4th of July Kids Parade, Lake Elmo Night Out, 100 Year Anniversary Celebration, and Light Up Lake Elmo The 2025 Incident Heat Map is a great tool that helps the fire department gauge the areas of the city where incidents are most likely to happen. This map shows all incident locations in our city and their frequency. Red boundaries indicate a high volume of incidents. Some emerging neighborhoods are shown in yellow and orange. FIRE BY THE NUMBERS2025 19LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 807 Medical Incidents 474 Fire/Rescue Incidents 1,281 Total Incidents 40 Mutual Aid Received 86 Mutual Aid Given 8 Career Firefighters 8,385 Staff Training Hours 92% Arrival Before Ambulance 32 Paid-On-Call Firefighters 750 Inspections 116 Overlapping Incidents $33,134 MBFTE Training Reimbursement To provide the community with sustainable public infrastructure that enhances quality of life, supports community well-being, and ensures a safe, clean, and efficient environment for all users. Through responsive, exceptional service and a commitment to continuous improvement, we strive to create and maintain public spaces and essential systems that our community can trust and take pride in. Public Works Director(1 FTE) Operators I, II, III(8 FTE)Lead Worker(1 FTE) Seasonals / Interns Asst. Public Works Director(1 FTE) Public Works & Engineering Department City of Lake Elmo Mission What We Do The City of Lake Elmo Public Works Department maintains, repairs, and improves the city’s essential infrastructure. Throughout the year, the department supports the community by ensuring safe, reliable streets, providing high-quality drinking water, collecting and managing wastewater, and maintaining parks and public spaces. Through these efforts, Public Works plays a vital role in protecting public health, safety, and the overall quality of life for Lake Elmo residents and businesses. 20LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 Public Works & Engineering Organizational Chart EngineeringConsultants L A K E E L M O A N N U A L R E P O R T | 2 0 2 5 21 Public Works Department City of Lake Elmo 2026 Priorities - Public Works Continue to look for ways to make the department more efficient Improve service delivery to residents Maintain equipment to provide better service and added longevity to equipment investments Ensure current staffing levels can meet the growing demands of the city and its residents, including expanded infrastructure, services, and regulatory requirements Maintain staff training Complete an additional 25% of the storm water inspections and repairs. Hire a new Public Works Director and Maintenance Operator Implement second year of the three year Gate Valve Maintenance Program Development of Lions Park Master Plan Installation of a new park pavilion within the park system Resurfacing of the basketball courts at Carriage Station, Demontreville, and Tablyn Parks Replacement of the old playground equipment at Tablyn and Ridge Parks Implement park layer in asset management program Phase 2 Lake Elmo gardens project, adding trees. Implement work orders 2025 Highlights - Public Works Hired Public Works Administrative Assistant, providing much-needed administrative support to the growing city department Set up and participated in Lake Elmo Night Out, 100 Year Anniversary Celebration, and Light Up Lake Elmo Completed required stormwater inspections and repairs Exercised 301 water gate valves out of 1,023 Removed all EAB (Emerald Ash Borer) infested trees in all city parks and outlots Removed invasive species of trees at Sunfish Lake Park Replaced playground equipment at Kleis Park Completed the concept plan for Ridge Park Updated the park reservation policy Expanded parking at Pebble and Sunfish Lake parks and rebuilt Reid Park parking lot Installed new signs, benches, picnic tables, and trails at the new Schiltgen Park Partnered with the community and HKGI to complete Lake Elmo Avenue gardens project Water treatment plant for Well 2 was constructed and operating Completed Public Works Operational Assessment Partnered with Bay West to provide location for PFAS destruction research L A K E E L M O A N N U A L R E P O R T | 2 0 2 5 22 Engineering 2026 Priorities - Engineeering Continue engineering support for private subdivision implementation including Limerick Village, Highpoint Crossing, Granvia Preserve, Inwood Commercial, Inwood Townhomes, Northstar 3rd Additon, Bridgewater Village, and existing construction projects Complete the site acquisition, the construction of a new water supply well (Well 6) and the design of the South Water Treatment Plant. Complete the Siting Study for the North Water Treatment Plant for Wells 4 and 5. Provide engineering support for the 2050 Comprehensive Plan, including Water Supply Plan, Wastewater Plan, Transportation Plan and Surface Water Plan. Complete the 2026 Capital Improvement Plan projects, including the CSAH 14 Watermain Replacement and 2026 neighborhood street improvements. Provide support for the City’s MS4 Program, including permit updates required by the new MPCA 2026 MS4 General Permit reissuance. Coordinate with Washington County and MnDOT on the TH36/CSAH17 Interchange and South Frontage Project, assisting with overseeing project construction. 2025 Highlights - Engineering Implemented a new ArcGIS system for thecity with public-facing applications for landuse, public utilities, parks, and trailsThe Well 2 PFAS Water Treatment Plant wascompleted and placed into operation priorto peak summer water use, and the MPCA3M Operations and Maintenance Grant wassecuredThe I-94 Lift Station upgrade and forcemainreplacement were completed to secureadditional sanitary sewer capacityImplemented an expedited project deliveryin support of the school district to providepublic sewer and water to the new LakeElmo Elementary School, and to connect theOak-Land Middle SchoolCompleted the 2025 Capital ImprovementPlan (CIP) projects, including the VillageParkway Union Pacific Railroad (UPPR)Crossing Improvements, 2025 neighborhoodStreet Improvements, demolition of WaterTower No. 1, and parking lot improvementsat Reid ParkCompleted city-wide street conditionassessments, updated the PavementManagement Plan, and implemented the2025 seal coat and crack sealing projectsObtained new MPCA 3M Grant Agreementsfor preliminary engineering work for a newwater supply well, the South WaterTreatment Plant, and North Water TreatmentPlantProvided city coordination and engineeringreview for County led projects including theTH36/CSAH17 Interchange and SouthFrontage, and the CSAH 13 (Inwood Avenue)and CSAH 15 (Manning Avenue) PavementRehabilitation PUBLIC WORKS & ENGINEERING BY THE NUMBERS2025 23LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 87.92 Asphalt Patch Mix Used - Tons 364.0 Gallons of Water Pumped- Millions 2 Water Main Breaks 967 Fire Hydrants Flushed Each Spring and Fall 13.75 Sanitary Sewer Lines Cleaned - Miles 44.1 Sanitary Sewer Lines Maintained - Miles 441 Storm Water Inspections Completed 555.9 Acres of Parks Maintenance 10.8 Ski Trails Groomed 100.3 Street Maintained - Miles Washington County Sheriff’s Office City of Lake Elmo The mission of the Washington County Sheriff’s Office is to work in partnership with the community to provide quality public safety services in a responsible manner through innovation, leadership, and the cooperation of dedicated people. Mission What We Do Besides responding to calls and conducting regular patrols in the City, Lake Elmo contract deputies aresupported by Sheriff’s Department resources that include: The Coordinated Response Team to help with mental health-related callsThe Community Impact Unit to help address quality-of-life issues such as traffic, speeding andDWIs, warrant arrests and moreOngoing training through programs led by a dedicated training unit specializing in the most recentbest practicesAgency-wide participation in community events throughout the countyActive participation in the Washington County Drug Task Force and the Human Trafficking TaskForce We’re proud that an agency of our size allows for career development opportunities for all of ouremployees. This results in well-rounded deputies who have experience in many areas of lawenforcement to better serve your community. 24LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 Sheriff’s Office Organizational Chart Deputy Mike Lindholm Deputy Tony Palmer Deputy Shane Thorsten Deputy Joe Maloney Deputy Tristan Mirovsky Sheriff Dan Starry Chief Deputy Doug Anschutz Patrol CommanderSara Halverson Sergeant Ty Jacobson Deputy Tyler Freeman Deputy Daniel Wolff L A K E E L M O A N N U A L R E P O R T | 2 0 2 5 25 2026 Priorities Deputies will focus on traffic impacts and enforcement with upcoming local road projects. We plan to implement a new 12-hour schedule to increase coverage in the city. We’ll also be upgrading body cameras and the Records Management System agency-wide. 2025 Highlights Lake Elmo deputies attended more than 15 community engagement events in 2025, including National Night to Unite, city celebrations, book readings with children at area schools, K9 demonstrations, neighborhood watch groups, rotary presentations, and many more. Increased traffic enforcement on Lake Elmo Avenue during the Manning Avenue road closure and higher traffic levels due to the new school construction. The Washington County Sheriff’s Office Community Service Officer program has been a major asset to Lake Elmo. The CSOs have been instrumental in helping deputies resolve animal and dog complaints, parking issues and noise complaints, as well as enforcing city ordinances, patrolling parks, and much more. This has allowed our deputies to focus on other recurring issues within the city. Milestones: Sgt. Jacobson received recognition for 20 years of service as well as a meritorious service award for his 19 years of service with the K9 unit; Deputy Joe Maloney received recognition for 5 years of service; and Deputy Mike Lindholm is set to retire with 30 years of service. Washington County Sheriff’s Office City of Lake Elmo Deputy Yetter prepares K9 Huck during ademo with Deputy Liebenow, left, during LakeElmo’s National Night to Unite in August. Sgt. Jacobson with Deputies Maloney andLiebenow in Lake Elmo during National Night toUnite. SHERIFF’S OFFICE BY THE NUMBERS2025 26LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 982 Citations Issued (moving and non-moving violations) 56 DWI Arrests 9,963 Lake Elmo Calls for Service 2023: 9,436 | 2024: 10,912 4,645 Lake Elmo Incidents 2023: 3,791 | 2024: 4,418 120 Mental Health/Crisis Calls 534 Medical Calls 34 Overdose Calls 53 Theft Calls 28 Criminal Damage to Property 3,188 Total Lake Elmo Traffic Stops To provide legal services to the City of Lake Elmo in an accurate, efficient, and timely manner to all City departments, City administration, and the City Council. What We Do There are four types of legal services provided to the City of Lake Elmo. The first type is General Legal Services. This includes providing routine legal advice, drafting/reviewing ordinances, reviewing/drafting contracts, employment/labor issues, conducting training for the City Council and commissions, and attending City Council meetings. The amount that the City spent on General Legal Services in 2025 is $57,212.05. The second type of legal services provided to the City is Litigation Services. This includes defending the City in actions brought in federal or state court or assisting the City’s defense counsel (appointed by the City’s insurer) with defense of the City. It also involves actions that the City is a party to that are not necessarily defense actions. The amount that the City spent on litigation services in 2025 is $19,364.90. The third type of legal services provided to the City is Developer Services. These services are provided to the City when a developer or property owner desires to do a development project in the City. These costs are passed through to the developer/property owner by the City and the developer/property owner reimburses the City. This includes reviewing plats, development agreements, drafting easements, stormwater maintenance agreements, and other documents. The amount that the City passed through to developers on Developer Services in 2025 is $31,085.60. The fourth type of legal services provided to the City is Economic Development Services. These are services that are provided to the City to further economic development in the City. Sometimes, these costs are passed through to the developer by the City. This includes drafting purchase agreements and development agreements and other real-estate related matters. The amount that the City spent on Economic Development Services in 2025 is $4,525.60 Legal Services Mission 27LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 L A K E E L M O A N N U A L R E P O R T | 2 0 2 5 28 Legal Services City of Lake Elmo More Highlights Review Fire Station/Parks Building Request for Proposals and make preparations for sale of the properties Prairie Sky Twinhomes - review of documents Review Technical Assistance Panel contract Review and advise on Chavez variance requests Advise on Gorman purchase of city-owned land Draft barndominium agreement Review Primrose Site Improvement Agreement, review and draft associated documents Advise City on Lake Elmo City Center Project close out issues Review SAFEBuilt contract Review and advise on escrow release checklist Advise on 100 year celebration legal issues Make presentation to the City Council on social media Advise on the renaming of Knightsbridge Lane Advise on tree replacement and tree fund Draft Charitable Gambling ordinance Review Red Cross Sound the Alarm Program Draft agreement for Fire Department training on VBWD homes 2025 Highlights Lake Elmo Elementary Final Plat and associated documents Assist with responses to various data practices requests Provide employment/labor advice Draft restrictive covenants for 7990 50 Street lots th Review BS&A contract Assist with Village Parkway Railroad Crossing construction and permanent easements Review Tree Steward Program Assist with/draft easements/property exchange for Carriage Station Park Relocation of cell tower Vertical Bridge consent to sublease/amendment to cell tower lease Represent the City in Olinger property line discrepancy Advise City on Dean property tax dispute Draft water treatment plant Option Agreement and right of entry Assist with Creamery/Pecchia property Registered Land Survey Berschens Shores 3 Addition Minor Subdivision – draft associated documents rd Oak Land Middle School Plat – draft associated documents Hardy Property Code Enforcement – advise City 8017 50th Street Code Enforcement – advise City SACO/NRD Settlement Agreement dispute – advise City Review reciprocal fire service agreement L A K E E L M O A N N U A L R E P O R T | 2 0 2 5 29 Legal Services City of Lake Elmo In the coming years, the City will be focused on several key priorities. These include the potential sale and redevelopment of the former 3M property and the former fire station and parks building sites, which offer opportunities to reinvest in underused properties and strengthen the local tax base. The City continues to manage ongoing litigation related to its water appropriation permit, as the outcome will affect long-term planning and water supply. Securing property for a future water treatment plant is also an important step to ensure reliable service as the community grows. In addition, staff will continue working with private developers on projects as they come forward, balancing growth with infrastructure capacity and the character of the community. Future Challenges and Opportunities 30LAKE E L M O A N N U A L R E P O R T | 2 0 2 5 Population: 14,422 Geographic Size: 25.7 square miles City Streets: 109.2 miles of roadway Median Home Value: $585,800 Recreation: Lake Elmo Public Works maintains 500+ acres of park land, including playgrounds, baseball fields, tennis and pickleball courts, basketball courts, pavillions, and green spaces. City Profile Stay connected with the City of Lake Elmo to learn about news, projects, events, and services that impact our community. Follow the City on social media, sign up for CivicSend notifications, and visit the City website (lakeelmo.gov) for the latest updates, meeting information, and resources. Connect With Us Phone: (651) 747-3900 Website: www.LakeElmo.gov Address: 3880 Laverne Ave. N. | Lake Elmo, MN | 55042 Contact Information Resources City of Lake Elmo 2025 ANNUAL REPORT City Council 2025 Meeting Statistics Number of Council Meetings 24 Regular City Council Meetings 12 Workshops 7 Special Meetings Number of resolutions and ordinances 85 Resolutions 18 Ordinances Strategic Plan Core Values The mission of the City of Lake Elmo is to provide planned, quality public services consistent withe the City’s character in a fiscally responsible manner in partnership with our community. Excellence – We strive for excellence in everything we do, ensuring the highest quality in the delivery of services. Integrity – We uphold the highest standards of ethics and integrity in our actions. We are transparent and accountable, fostering trust and respect among our stakeholders. Service – We are committed to serving our community through collaboration, innovation, open communication, valuing diverse ideas and creative solutions. By respecting individuality and actively engaging with the community, we ensure our efforts are inclusive and responsive. Core Str ategies at Work Resilient Infrastructure - 124 Managed Growth - 99 Balanced Finances Now andFuture - 91 Staff and Council discussed and adopted policies aligned with six core strategies that guide policy direction, budgeting, and long-term planning. Within those strategies, the Council identified priority goals to focus staff efforts and resources. 2025 Projects reflecting core strategies Responsive, transparent, adaptivegovernance - 70 Efficient, reliable, innovativeservices - 61 Vibrant, inclusive, connectedcommunity - 55 While the core strategies provide a stable framework and clear direction, they are designed to remain flexible and adaptable. Although some projects required more immediate attention, meaningful progress was made over the past year across the full range of Council- established priorities. Lake Elmo City Council 2025 Highlights of Lake Elmo City Council Core Strategies in Action Acquired 76 acres for future parkland Adopted the 2025–2026 Strategic Plan Implemented utility franchise fees to help offset reliance on property taxes and special assessments Invested in multiple infrastructure projects: 2025 Street & Utility Improvement Project, Well 2 PFAS Water Treatment Plant, I-94 Lift Station and Forcemain Improvements and the Village Parkway Improvements to cross the Union Pacific Railroad. Established a Tree Fund and launched a boulevard tree program Partnered with the Urban Land Institute to engage industry experts and community stakeholders in planning for 180 acres of city- owned land Issued an RFP for the former fire station and parks building and selected a proposal featuring a self-pour taphouse and casual dining restaurant Approved the purchase of new financial software to enhance operations Collaborated with community organizations to support local events Advanced planning efforts for the City of Lake Elmo’s Centennial Celebration Administration The mission of the administration department is to deliver excellence in municipal operations through integrity, transparency, and accountability, ensuring seamless support for elected officials, empowering staff, and providing responsive, high-quality service to the community. Core Services Coordinate City Council operations Organize implementation of policy Oversee operations of all departments Manage essential civic functions including elections, and city licensing Serve as central communications hub Support City employees through recruitment, retention, payroll, benefits, policy development, safety, wellness, and training Administration 2 0 2 5 H i g h l i g h t s Maintain responsive, transparent, and adaptive governance Adoption of 2025-2026 strategic plan Launched new website Created internal newsletter Deliver efficient, reliable, and innovative public services Hired Communications Coordinator Created intranet site Started LMC Created employee engagement committe Launched Annual Survey Build a vibrant, inclusive, and connected community through celebration, engagement, and shared spaces Supported CIty Council led 100 Anniversaryth Created annual water brochure Administration 2026 Priorities Deliver efficient, reliable, and innovative public servicesContinue to digitize city records Identify city data and file management Evaluate election precincts and identify additional polling locations Conduct second all-employee workplace survey Begin negotiations for Public Works Union Contract Train on the human resources module in new BS&AA software Recruit three Fire Captains by mid-year Support Public Works with implementation of recommendations from Operational Assessment Maintain responsive, transparent, and adaptive governance Prepare City digital content to meet WCAG 2.1 Level AA accessibility standards ahead of 2027 requirements Create City Annual Report Conduct National Community survey to residents to evaluate quality of life in Lake Elmo, including custom questions related to special projects Complete audio visual upgrades to community room to allow broadcast of workshops and recording of trainings-change this in the annual report to match this Implement community art program for City Hall Build a vibrant, inclusive, and connected community through celebration, engagement, and shared spaces Community Development The Community Development Department is committed to guiding thoughtful growth, preserving our community’s rural character and natural resources, and fostering vibrant neighborhoods and businesses. We strive to enhance quality of life, promote economic vitality, and ensure sustainable development for current and future generations. Core Services Planning & Land Use: long-range and current planning, zoning, PUDs, subdivisions Permits & Inspections: building permits, plan review, inspections, certificates of occupancy Code Enforcement: property maintenance, unsafe buildings, zoning compliance Economic Development: business attraction, retention, redevelopment Community Engagement: public meetings, neighborhood planning, stakeholder coordination Community Development 2025 Highlights Managed growth Completed a Technical Assistance Panel of the former 3M property/180 Acres with Urban Land Institute for the purpose of site redevelopment Implemented Cloud Permit system to streamline permitting, improve processing, and enhance tracking and reporting. Maintain responsive, transparent, and adaptive governance Deliver efficient, reliable, and innovative public services Established Tree Fund Ordinance and launchedBoulevard Tree ProgramAwarded $17,500 for ULI grant study to guidedevelopment of 180 acresAwarded funds to support environmental testing ofOld Village properties estimated at $82,000Created interactive city property viewer (parcel,zoning, land use)Coordinated removal of hundreds of diseased ashtrees with Public Works Build a vibrant, inclusive, and connected community through celebration, engagement, and shared spaces Issued RFP and awarded Old Fire Station/Public Works Building bid Updated Old Village zoning and future land use based on 2024 study Community Development 2026 Priorities Managed growth Continue to work on and complete the following development projects: Oakland Middle School Addition, New Lake Elmo Elementary School, Prairie Sky twin homes, Starbucks, Roers apartment building, Bridgewater Bank, At-Home Apartments (Woodhelm), Primrose School, Inwood Townhomes, Northstar 2nd and 3rd additions. Begin the 2050 Comprehensive Plan Build a vibrant, inclusive, and connected community through celebration, engagement, and shared spaces Continue planning and begin marketing the 180- acre site on 34th St and Ideal Ave Redevelop the old fire station Begin planning on a central park near Sunfish Lake Finance The mission of the finance department is to provide accurate, efficient, and well-planned financial services and to ensure that City of Lake Elmo services and infrastructure are sustainable for current and future residents. Core Services Financial Management of $57 Million in financial assets Completion of the Annual Comprehensive Financial Report (ACFR) Management of $55 Million in debt Internal and external customer service Preparation of Annual Budgets totaling $30.6 Million Long-Range Financial planning for over $200 million in assets Utility Billing – 17,110 bills in 2025 Accounts Payable – average of 250 invoices per month Payroll for 43 Regular Employees & 31 Paid-On-Call Fire Fighters Finance 2025 Highlights Efficient, reliable, innovative services / Balanced finances now and future / Resilient infrastructure Financial software conversion, integration and process improvements: Database planning Chart of accounts review and standardization Advanced Metering Infrastructure (AMI) implementation Fixed asset database Strategic financial planning: Utility study 10-Year CIP build-out-plan upgrade Initial planning - strategic financial plan Build-out 5-year investment ladder Development projection fee modeling Finance 2026 Priorities Efficient, reliable, innovative services / Balanced finances future and now/ Resilient infrastructure Software implementation: Majority completed in January/February Special assessment (Q3) AMI Integration Process Improvements: Decentralized accounts payable entry Grant reporting Accounts receivable Development, escrow tracking, and billing Audit preparation tasks Integrate Enterprise Resource Planning (ERP) with Laserfiche Permitting software workflow Audit prep processes Budget reporting Artificial Intelligence supported invoicing Fire Fire We serve neighbors and friends with professional excellence, providing exceptional service and a trusted all-hazard response. Department Vision To be a fire department that proudly serves its growing community with the goal of being there when you need us most, equipped with the right skills to make a difference. Department Values Core Services Accountability Integrity Respect Professional Skills & Expertise: Our staff is trained to the highest standards. We prioritize technical proficiency in fire suppression, EMS, and all-hazard mitigation. Rapid, All-Hazard Response: Our department is focused on efficient response times to ensure the proper level of care is delivered in a timely, decisive manner. Exceptional Service Levels: As Lake Elmo grows, so do we. We provide a comprehensive level of service that includes: Fire suppression & Prevention Emergency Medical Services Community Risk Reduction & Outreach Collaborative Partnerships with our county and regional aid-partners. Fire 2025 Highlights Efficient, reliable, innovative services Hired five probationary Firefighters Hired PW/Fire Administrative Assistant providing much needed administrative support to these two growing city departments Fire Department Open House was held in September and provided attendees information on car seat safety, smoke alarm information, hands-only CPR, fire extinguisher training along with tours of the station, equipment, and apparatus Celebrated the retirement of Brian Johnson following 32 years of service to Lake Elmo and our department Vibrant, inclusive, connected community Fire 2026 Priorities Managed growth / Efficient, reliable, innovative services Hire three career shift captains Efficient, reliable, innovative services / Vibrant, inclusive, connected community Continue to build our community risk reduction programing: Sound the Alarm smoke alarm replacement and home inspection program, CPR training and fire extinguisher training Efficient, reliable, innovative services Take delivery and in-service the Utility Terrain Vehicle 1 and Tender 2 fire apparatus replacements Public Works The mission of the public works department is to provide the community with sustainable public infrastructure that enhances quality of life, supports community well-being, and ensures a safe, clean, and efficient environment for all users. Core Services Streets & TransportationSnow removal, ice control, street sweeping, repairs, signage Water ServicesSafe drinking water, system maintenance, testing Wastewater ServicesSewer collection, lift stations, system upkeep Stormwater ManagementDrainage systems, ponds, flood prevention Parks & Public SpacesParks, trails, landscaping, facility maintenance Fleet & EquipmentVehicle and equipment maintenance Utility Operations SupportMetering, service connections, system coordination Emergency ResponseStorm response, and infrastructure repair Public Works 2025 Highlights Hired Public Works Administrative Assistant Completed Public Works operational assessment Completed stormwater inspections and repairs Exercised 301 water gate valves Completed startup and put into service the new Well 2 water treatment facility Partnered with Bay West on PFAS destruction research Efficient, reliable, innovative services Vibrant, inclusive, connected community Supported community events (Night Out, 100-Year Celebration, Light Up Lake Elmo) Replaced playground equipment at Kleis Park Installed amenities at Schiltgen Park (signs, benches, trails) Partnered on Lake Elmo Avenue gardens project Updated Park Reservation Policy Managed growth Completed concept plan for Ridge Park Expanded and reconstructed park parking lots (Pebble, Sunfish, Reed) Resilient Infrastructure Removed EAB-infested trees in parks and outlots Removed invasive species at Sunfish Park Public Works 2026 Priorities Improve department efficiency and service delivery Implement work order system Enhance asset management program Maintain equipment for longevity and performance Continue stormwater inspections and repairs (additional 25%) Efficient, reliable, innovative services Vibrant, inclusive, connected community Develop Lions Park Master Plan Install new park pavilion Resurface basketball courts (Carriage Station, Demontreville, Tablyn) Replace playground equipment (Tablyn, Ridge Parks) Phase 2 Lake Elmo Gardens (tree additions) Responsive, transparent, adaptive governance Hire Public Works Director and Maintenance Operator Ensure staffing meets growth and service demands Maintain staff training Resilient Infrastructure Implement Year 2 of 3-year gate valve maintenance program Engineering The Engineering Department is dedicated to planning, designing, and delivering safe, reliable, and sustainable public infrastructure. We serve the community by implementing and advancing the City’s vision through responsible stewardship of public resources and are committed to strengthening the economic vitality and quality of life in Lake Elmo. Core Services Transportation planning and coordination with Washington County and MnDOT Asset management (pavement management, utility systems) Surveying, GIS, and mapping services Grant writing and funding administration Construction inspection and contract administration Infrastructure planning and design (roads, utilities, stormwater systems) Capital Improvement Plan (CIP) development and project delivery Development review and construction oversight for private projects Water, wastewater, and stormwater system management Environmental compliance and permitting (MPCA, MS4, PFAS response) Engineering 2025 Highlights Infrastructure & Utilities Completed Well 2 PFAS Treatment Plant and secured MPCA 3M Operating & Maintenace grant Upgraded I-94 Lift Station and forcemain to increase sewer capacity Extended sewer and water service to new Lake Elmo Elementary and Oak-Land Middle School Secured MPCA 3M grants for new well and future water treatment plants Delivered 2025 CIP projects (Village Parkway UPRR crossing, street improvements, water tower demolition, Reid Park parking) Completed citywide street condition assessments and updated Pavement Management Plan Implemented 2025 seal coat and crack sealing program Coordination and engineering review for county projects (TH36/CSAH17, CSAH 13 & 15) Transportation & Capital Improvements Technology & Planning Implemented citywide GIS system with public- facing maps for land use, utilities, parks, and trails Infrastructure & Utilities Construct Well 6 and design South Water Treatment Plant Complete siting study for North Water Treatment Plant (Wells 4 & 5) Support MS4 program and 2026 MPCA permit updates Deliver 2026 CIP projects (CSAH 14 watermain, neighborhood street improvements) Coordinate with County/MnDOT on TH36/CSAH17 project and construction oversight Transportation & Capital Improvements Planning & Development Provide engineering support for private developments (multiple subdivisions) Support 2050 Comprehensive Plan (water, wastewater, transportation, surface water) Engineering 2 0 2 6 P r i o r i t i e s Washington County Sheriff’s Office The mission of the Washington County Sheriff’s Office is to work in partnership with the community to provide quality public safety services in a responsible manner through innovation, leadership, and the cooperation of dedicated people. Core Services Washington County Sheriff’s Office strives to deliver proactive and responsive services in a consistent, unbiased and timely manner, including traffic enforcement, ordinance enforcement and general public safety, with community education and interaction at the forefront. Washington County Sheriff’s Office 2025 Highlights Traffic Enforcement Increased enforcement on Lake Elmo Avenue during Manning Avenue road closure and school construction traffic Community Service Officer Program WCSO Community Service Officers (CSOs) assist with animal/dog complaints, parking, noise, ordinance enforcement, and park patrols CSO support allows deputies to focus on recurring city issues Community Engagement Deputies attended 15+ events in 2025: National Night to Unite, city celebrations, school book readings, K9 demos, neighborhood watch, and Rotary presentations Milestones: Sgt. Jacobson: 20 years of service + K9 meritorious award Deputy Joe Maloney: 5 years of service Deputy Mike Lindholm: 30-year retirement Washington County Sheriff’s Office 2026 Priorities Traffic Enforcement Deputies will focus on traffic impacts and enforcement with upcoming local road projects Community Service Officer Program Implement a new 12-hour schedule to increase city coverage Upgrade body cameras and agency-wide Records Management System Agency Updates Continue to attend community events including Lake Elmo National Night Out, city celebrations, school programs, K9 demos, neighborhood watch and other presentations per requests from the City Legal Services The mission is to provide legal services to the City of Lake Elmo in an accurate, efficient, and timely manner to all City departments, City administration, and the City Council. Core Services Drafting ordinances Providing counsel on municipal law negotiating contracts Managing risk Handling land use/development Defending the City in civil litigation. Legal Services 2025 Highlights Assist in the acquisition of the Olson and Jurek properties Drafted purchase agreements for both properties Represented the City and assisted with the closing on the purchase of both properties Assist the City with the redevelopment of the former fire station and parks building properties. Reviewed request for proposals Assisted the City with the preparation of the properties for sale (reviewing title evidence, plat, etc.) Assist the City with the acquisition of property for the new water treatment plant. Draft option agreement Draft right of entry Draft purchase agreement Legal Services 2026 Priorities Assist the City with code enforcement matters Advise the City on how certain properties may be cleaned up Review City’s regulations on nuisance abatement in order to determine if any improvements need to be made Assist the City with private development projects Review development applications and plats Draft and review development related documents such as stormwater maintenance easement agreement, landscaping license agreement, development agreements, stormwater reuse agreement, right-of-way/utility easements Assist the City with the continued redevelopment of the former fire station/parks building properties Draft development/purchase agreements and negotiate with developers Represent and assist the City with closing on the sale of the properties to the developers Looking Ahead to 2026 Building Tomorrow Together Our 2026 priorities include expanding infrastructure investments, enhancing community engagement, and advancing sustainable growth initiatives. We invite continued partnership with residents to shape Lake Elmo's future. QUESTIONS? STAFF REPORT DATE: 4/7/2026 REGULAR TO: Mayor and Councilmembers FROM: Nicole Miller, City Administrator AGENDA ITEM: Agenda Procedures CORE STRATEGIES: ☐ Vibrant, inclusive, connected community ☒ Responsive, transparent, adaptive governance ☐ Managed Growth ☐ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☐ Resilient Infrastructure BACKGROUND: At the March 10th workshop, council discussed the current ordinance that governs how the city council can add items to upcoming regular meeting agendas, or for the current regular meeting. During the prior meeting council discussed the following changes: Council may add items to current agenda with a 4/5th vote during the adoption of the agenda. Items added to the agenda during a meeting are for discussion only, no action can take place on these topics. Council may add items to the next available meeting agenda (not necessarily a workshop) with a simple majority vote. More direction from the City Council is requested on desired timeline to allow for staff to research, analyze, for recommendation and provide staff memo. It should be noted that there is a process identified for special meetings and emergency meetings. The city code related to these types of meetings are attached to this memo. ISSUE BEFORE COUNCIL: The current ordinance, Order of business at regular meetings, ( 3.08.040) directs new agenda items to be brought to the next scheduled workshop to discuss. This helps staff ascertain council intent and scope of the new agenda topic. Staff come away with guidance and the ability to research and draft recommendations for council consideration at a future regular meeting. Issue before council is, should council change the current ordinance and how to change it. PROPOSAL DETAILS/ANALYSIS: When new items are added to the agenda by consensus of the council, beginning the discussion at a workshop has been found to be the most effective approach. The purpose of the workshop is to allow for open discussion, brainstorming, and clarification of objectives and scope before formal action is considered. The workshop is also when staff will deliver the research and information to aide in the discussion. Staff need time to research, draft, and prepare agenda topics Council wishes to explore. As discussed during goal setting the City Council and staff shared what they expect from each other. Staff requests clear/direct expectations, collaboration and resources to meet council expectations and the City Council expects staff to think critically, provide research/data, and conduct analysis of problem/issues, etc. Future Agenda Tracker Our future agenda tracker is how staff manage workload related to council priorities and operations of the city. This tracker is modified daily to accommodate changes in workload, time needed to complete research, analysis and recommendation as well as items that come up to carry out day-to-day operations. Many items on this tracker take staff weeks to complete as staff are often juggling many tasks at one time. Some items take less time to complete. Staff prepares the city council packet the Thursday before the City Council meeting. The internal deadline for staff to complete items for the packet is on Tuesday before the packet creation. This allows for the City Administrator to review and provide feedback to staff. This deadline date is included on the future agenda tracker. Below is a calendar showing dates of meeting and deadlines for staff. The City Council currently has regular workshop meetings. The workshops provide a setting to help stream- line the decision-making process by allowing discussion to resolve issues and provides more transparency allowing for in depth discussions to take place before formal action is taken at a Regular meeting. Does Council wish to add workshop discussion items to regular council meeting agendas? The current ordinance was developed during of period of a less cooperative council. While the current council might feel they don’t require the impediments stated in the ordinance, that does not mean that future councils will be as accommodating. The ordinance should be able to function for both types of councils. OPTIONS: Council can review the current ordinance and offer suggestions for future adoption of an updated ordinance. Or continue with the current ordinance. Some alternatives to consider: Hold a workshop one hour prior to each regular meeting instead of an additional workshop date. This alternative would allow for workshop discussions twice a month instead of once. The downfall would be time constraints prior to the regular meeting that would limit number of items discussed. Staff workload would be split between two workshops instead of one. RECOMMENDATION: Staff recommend staying with the current ordinance. ATTACHMENTS: Current ordinance-Business at Regular meetings Current ordinance-Meetings including special and emergency meetings Examples of other cities agenda setting procedures 3.08.040 Order Of Business At Regular Meetings (a)Order established. (1)Generally. Each meeting of the council shall convene at the time and place appointed for the meeting. Council business shall be conducted in the order determined by the council at its first annual meeting or as thereafter amended by the majority vote of the council. (2)Order of business. The standard order of business for council meetings shall be the following: a.Call to order/Pledge of Allegiance; b.Approval of agenda; c.Approval of minutes from past meetings; d.Public comment; e.Presentations; f.Consent agenda; g.Regular agenda; h.Report of the council. Council reports will not be part of the order of business for meetings falling three months before a local election; i.Reports from city staff; and j.Adjourn. (b)Agenda. An agenda will be prepared for all regular council meetings by the staff or recommendation of the council at a work session. Members of the public wishing to place an item on the agenda must do so by contacting city staff or councilmembers, or by speaking during the public comment period. No member of the general public may add any items to the agenda. (1)Special meetings. When a special meeting is called pursuant to applicable law, the agenda for the special meeting must be included in the request for the meeting and in the publication of the notice of the meeting pursuant to M.S.A. § 13D.04, subd. 2. (2)Agenda procedures. Any staff member, the mayor or two councilmembers wishing to add an item to any agenda pursuant to this section shall do so by complying with the following: a.All requests from council to place an item on the posted agenda must be received by the city clerk/administrator by 10:00 a.m. 11 days prior to the next council work session meeting. For a regularly scheduled Tuesday work session, the deadline for agenda items would be 10:00 a.m. on the Friday preceding packet completion. All requests from the mayor or council must first be reviewed at a council work session before being placed on the agenda of a regular meeting. b.All requests to place an item on the posted agenda must be on the form prescribed by the city clerk/administrator. The form shall be completed with the goal of clearly describing the subject matter to be considered by the council and any action requested or required. Supporting information may be attached to the form as necessary. 2/27/26, 11:29 AM Print Preview https://lakeelmo.municipalcodeonline.com/book/print?type=ordinances&name=3.08.040_Order_Of_Business_At_Regular_Meetings 1/4 c.All requests to place an item on the posted agenda by city staff or councilmembers must be reviewed by the city clerk/administrator or their designee prior to being included in the agenda. d.The agenda, along with all related information materials, will be provided to all city councilmembers and the city attorney at least four days prior to the council meeting for which it applies. For a regularly scheduled Tuesday meeting, the packet will be provided by 5:00 p.m. the Thursday preceding. (c)Consent agenda. A consent agenda may be used to improve the efficiency of meetings. The consent agenda allows the council to consider several items at one time. Only one motion is necessary to approve all items on the consent agenda. (1)Items that require findings of fact or an explanation of council actions, such as land use matters and the consideration of licensing requests, should not be placed on the consent agenda. (2)An item on the consent agenda may be removed from such agenda for full consideration by the council upon request made by any member of the council. Items removed from the consent agenda will be placed on the regular agenda for discussion and consideration. (d)Presentation, discussion and agenda item decisions. The following is the order of business for presenting and discussing items on council agendas: (1)Introduction of item; (2)Report by staff or other presenter; (3)Questions from councilmembers to the presenter in a round robin manner. The presiding officer will facilitate the round robin process by asking each individual councilmember for one question and allowing for a response to the individual question. Then the presiding officer will ask the next councilmember, in sequence, until all councilmembers have asked and received responses to a question. No councilmember shall take more than three minutes to ask a question or comment on an item which is being presented before another councilmember has a turn to question and comment on the same item; (4)Receive questions/comments from the applicant/requesting party to the council, and allow each councilmember to respond in the round robin process; (5)Allow questions from councilmembers to the applicant/requesting party, if applicable, using the round robin process; (6)Allow questions/comments from the public to councilmembers. Each member of the public shall state his comments in six minutes. Council shall not interrupt or interact until all public comments are completed; (7)At the conclusion of the round robin process, the presiding officer calls for a motion or discussion among the council. Discussion on any presentation shall be kept to a minimum, and each councilmember shall only speak twice on the issue. This action is not an indication that the motion on the table is the motion that will be approved in its current form. It is purely for discussion purposes; (8)Discussion among councilmembers using the round robin process with each member speaking no more than twice on a motion; (9)Action by the council on the motion. 2/27/26, 11:29 AM Print Preview https://lakeelmo.municipalcodeonline.com/book/print?type=ordinances&name=3.08.040_Order_Of_Business_At_Regular_Meetings 2/4 (e)Meeting schedule. (1)Each meeting of the council shall convene at the time and place appointed. All public hearings shall commence at the advertised time. (2)Council business shall be conducted in the order of the prepared agenda, unless an alteration is approved by a majority of the council. (3)The last item on the agenda will be commenced no later than 12:00 midnight. (4)If all business has not been completed by 12:00 midnight, the meeting shall be continued to another date and time following the notice provisions contained herein. (f)Public participation and comment at council meetings. Council meetings are the forum for the council to conduct the city's business. While council meetings are open to the public pursuant to the Minnesota Open Meeting Law, they are not a forum for public expression. As such, members of the public are not allowed to participate in council discussion and debate without a specific invitation and/or formal recognition by the presiding officer. Members of the public shall not applaud, engage in conversation, or engage in other behavior through words or actions that may disrupt the proceedings of the council. (g)Members of the public shall follow the direction of the presiding officer. Members of the public who do not follow the direction of the presiding officer will be warned that further disruptive conduct will result in removal from the meeting. After such warning, if the conduct continues, the presiding officer may ask the member of the public to leave the meeting room. If the member of the public refuses to follow the direction of the presiding officer, the presiding officer may direct the sergeant-at-arms to remove the person through any lawful means. In emergency situations, or where the conduct is an egregious threat to the safety of the public or the council, a warning is not necessary before the sergeant-at-arms is directed to remove the person. (h)Public comment period. A limited forum for members of the public to speak with the council is provided on each agenda. Public comments during the public comment period are subject to the following limitations: (1)Speakers must be recognized by the presiding officer before speaking and are limited to six minutes for comment; (2)When multiple speakers appear to speak on the same topic, comments should not be repetitive. The presiding officer may request speakers to appoint a spokesperson; (3)The presiding officer may place a time limit on the public comment period if necessary to allow for the conduct of city business. If there is not sufficient time at the meeting to hear all public comments, the comment period may be deferred to the next regular council meeting or at a continued meeting; (4)Speakers must sign up prior to speaking and provide their name, address, and a brief summary of the subject matter which they wish to address. The sign-up sheet will be available at the start of the city council meeting; (5)Speakers must direct their remarks toward the presiding officer; (6)Speakers shall not use obscene, profane, insulting, or threatening language, nor conduct themselves in a threatening, loud, or boisterous manner that disrupts the conduct of the meeting or the security of the public; (7)Speakers are required to follow the direction of the presiding officer; and (8)The council will generally not respond at the same meeting where an issue is initially raised by a member of the public. Generally, the matter will be referred to staff for further 2/27/26, 11:29 AM Print Preview https://lakeelmo.municipalcodeonline.com/book/print?type=ordinances&name=3.08.040_Order_Of_Business_At_Regular_Meetings 3/4 research and possible report or action at a future council meeting. If council responds, council shall not interrupt or interact until all public comments are completed. (i)Public hearings. Public hearings are sometimes required by law to allow the public to offer input on council decisions. Unlike public comment periods, public hearings allow the public to speak on a matter currently before the council. When public hearings are required by law, notice shall be provided as required by state statute. Public hearings shall be commenced at the time advertised in any notice required by law. (1)General procedure for public hearings. The order of business for all public hearings conducted by the council shall be: a.Opening comments by the presiding officer announcing the purpose of the public hearing; b.The presiding officer opens the public hearing portion of the meeting; c.Staff presentation, if any (i.e., administrator/clerk, attorney, engineer, etc.); d.Developer/other presentation, if any; e.Public comment (all individual comments limited to six-minute maximum); f.The clerk/administrator shall make note of any submitted written testimony; and g.The presiding officer formally closes the public hearing portion of the meeting. (2)Speakers who wish to address the council at a public hearing must follow the same rules as contained herein for public comment periods. The presiding officer may allow more time, where appropriate. (3)Speakers may also provide written comments to the council before or at the meeting. Written comments shall be noted and provided to the council and to anyone else as required by law. (4)The presiding officer may continue the hearing, if necessary, following the procedures for continuing a meeting contained in this section. (5)Council shall not interrupt or interact until all public comments are completed. HISTORY Adopted by Ord. 08-253 on 11/3/2021 2/27/26, 11:29 AM Print Preview https://lakeelmo.municipalcodeonline.com/book/print?type=ordinances&name=3.08.040_Order_Of_Business_At_Regular_Meetings 4/4 3.08.010 Meetings (a)Procedure. (1)Authority. City councils are authorized to adopt rules of procedure and provide for order at their meetings. (2)Parliamentary procedure. Except as specifically provided under statute or these parts, the most current version of the Robert's Rules of Order Revised governs any question of parliamentary procedure that arises at a city meeting. (b)Purpose. The purpose of this policy on city council meetings is to set the groundwork for orderly and respectful communications between and among councilmembers, city staff, and citizens to promote the efficient working of the public's business at city council meetings. (c)Regular meetings. Except as provided herein, regular meetings shall be held at city hall beginning at 7:00 p.m. on the first and third Tuesdays of each month. The city council may cancel regular council meetings by adopting the appropriate motion at any duly called council meeting. The city council may change the date, time, and/or place of a regular meeting by adopting the appropriate motion at any duly called council meeting and by posting a written notice of the date, time, and place of the rescheduled meeting on the city bulletin board and at the main entrance to the city hall at least three days before the date of the rescheduled regular meeting. (1)Quorum. A simple majority (three) of the council shall constitute a quorum for the valid transaction of any scheduled business to come before the council. (2)Location. All meetings, including special, recessed, closed, and continued meetings, shall be held in the city council chambers, located at city hall, unless otherwise designated, pursuant to M.S.A. § 13D.04, subd. 2. (3)Schedule. A schedule of regular meetings shall be kept on file with the city clerk. (4)Recessed or continued meetings. When a meeting is recessed or continued, the presiding officer shall state the time and place for the next meeting to occur pursuant to M.S.A. § 13D.04, subd. 4. The time and place shall also be noted in the minutes. If the time and place is stated and noted in the minutes, no additional notice of the meeting is required, unless otherwise required by law. However, if the time and place is not stated and noted as required herein, compliance with the notice procedures for a special meeting, as defined in this section, shall be required. (d)Open Meeting Law. The Minnesota Open Meeting Law (OML), M.S.A. ch. 13D, generally requires that all meetings of public bodies be open to the public. (1)Principles. The presumption of openness in the OML serves three basic principles: a.To prohibit actions from being taken at a secret meeting, where it is impossible for the interested public to become fully informed concerning the decisions of public bodies, or to detect improper influences; b.To ensure the public's right to be informed; and c.To afford the interested public an opportunity to present its views to the public body on matters of public interest. (2)The city council views providing and encouraging citizen access to city meetings as one of its most important duties. As a result of this principle, all council and committee 4/1/26, 12:10 PM Print Preview https://lakeelmo.municipalcodeonline.com/book/print?type=ordinances&name=3.08.010_Meetings 1/5 meetings, including special meetings, with the exception of closed meetings, as required by M.S.A. ch. 13D, shall be open to the public. (3)In calculating the number of days for providing notice under the OML, the first day that the notice is given is not counted, but the last day is counted. If the last day is a Saturday, Sunday, or legal holiday, that day is omitted from the calculation and the day following the Saturday, Sunday, or legal holiday is considered the last day. (4)In keeping with the intent of the OML, councilmembers shall not use any form of communications technology, such as text messaging or email, to communicate with another person during a public meeting in a manner that is hidden or shielded from public view. (5)Pursuant to M.S.A. § 13D.01, subd. 6, at least one copy of the written materials made available to the council at or before the meeting shall also be made available for inspection by the public, excluding any non-public data, attorney-client privileged data, or materials related to agenda items of closed meetings, or anything else otherwise deemed not public by any applicable law. (e)Special meetings. Special meetings may be called by the mayor or by any two councilmembers filing a written notice with the city administrator. At least three days prior to the date of the special meeting, the city administrator shall provide notice to all members of the council and to each person who has filed a written request for notice of special meetings, and shall post the notice on the city bulletin board and at the main entrance to city hall. The notice shall indicate the date, time, place, and purpose of the special meeting. If matters not directly related to the purpose of the special meeting are discussed or acted upon at the special meeting, the minutes of the special meeting shall include a specific description of the matters. Days shall be counted as provided in subsection (d)(3) of this section. Notice to the public of special meetings must be given pursuant to M.S.A. § 13D.04, subd. 2. (f)Closed meetings. The OML allows or requires some meetings to be closed to the public for certain defined purposes. When a meeting is closed, the presiding officer at the meeting shall state for the record the reason for closing the meeting and cite the specific provision of law allowing or requiring the meeting to be closed. The presiding officer shall also ensure that meetings are recorded, if required by law. (g)Emergency meetings. An emergency meeting is a special meeting called by the mayor or any two councilmembers because of circumstances that, in the judgment of the mayor or any two councilmembers, require immediate consideration by the council. The person or persons who call the emergency meeting shall make a good faith effort to contact all councilmembers and, as soon as reasonably practicable after notice has been given to councilmembers, all members of the news media who have filed a written request for notice of emergency meetings if the request includes the news media's telephone number. The notice shall include the date, time, place, and purpose of the emergency meeting. If matters not directly related to the emergency meeting are discussed at an emergency meeting, the minutes of the emergency meeting shall include a specific description of the matters. (h)Business conducted at special or emergency meetings. No business shall be transacted at special or emergency meetings unless the business shall have been specified, in the notice, without the consent of all of the members of the council present. Any member present at any special or emergency meeting who fails to object and have their objections entered in the minutes of the special or emergency meeting will be conclusively presumed to have consented to the transaction of all business transacted at the special or emergency meeting and no objection may thereafter be raised by a councilmember that the notice of the special or emergency meeting was defective. (i)Initial meeting. At the first regular council meeting in January of each year, the council shall: 4/1/26, 12:10 PM Print Preview https://lakeelmo.municipalcodeonline.com/book/print?type=ordinances&name=3.08.010_Meetings 2/5 (1)Appoint an acting mayor, who shall act as mayor in the mayor's absence, pursuant to M.S.A. § 412.121; (2)Select one official newspaper pursuant to M.S.A. § 412.831; (3)Select an official depository for city funds. This must be done within 30 days of the date of the city's fiscal year pursuant to M.S.A. §§ 427.01, 427.02, 118A.02, subd. 1, and 427.09; (4)Review the council's bylaws and make any needed changes; (5)Assign committee duties to members. All assignments of councilmembers to serve on city boards, commissions, and committees shall be by a majority vote of a quorum of a duly called meeting, unless otherwise provided by law; (6)Approve official bonds that have been filed with the clerk; (7)Appoint a city attorney; and (8)Appoint a city engineer. (j)Public meetings. All council meetings, including special and adjourned meetings and meetings of council committees, shall be conducted in accordance with the Minnesota Open Meeting Law. (k)Ground rules. Each councilmember shall abide by the following ground rules for interaction with each other and with members of the public at council meetings. All councilmembers shall assist the presiding officer in preserving order and decorum and in providing for the efficient operation of the meeting. Council meetings shall be conducted in a courteous manner that recognizes the validity of differing viewpoints and promotes the ideal of respectful democratic discussion and debate that is free of insult, slander, and personal attacks or threats. (1)Respect others. Councilmembers should: a.Respect each other and the process; b.Assume each councilmember is being honest and genuine in the expression of his views; c.Not shame or blame others; d.Not talk about people who are not present; and e.Respect residents of the city and city staff. (2)Listen. Councilmembers should: a.Not interrupt while others are speaking; b.Ask clarifying not interrogating questions; c.Use "I" statements not "You" statements; d.Discuss and debate ideas in a civil manner; e.Be respectful of the ideas of others even if they don't agree with your ideas; and f.Keep side conversations to a minimum. (3)Accountability. Councilmembers should: a.Participate to the best of their ability; b.Be responsible for making sure all voices are heard; 4/1/26, 12:10 PM Print Preview https://lakeelmo.municipalcodeonline.com/book/print?type=ordinances&name=3.08.010_Meetings 3/5 c.Be accountable for what they do and say; d.Hold each other accountable in a civil way; e.Be responsible for their part of a problem or issue; f.Be accountable for the use of information by not misusing information or by providing incorrect information; and g.Be responsible for reviewing agenda items and supporting information. (4)Take risks. Councilmembers should: a.Take risks, be authentic and speak truthfully; and b.Not be hostile or harassing toward others for taking risks. (5)Be open. Councilmembers should: a.Be open to other's stories and realities; b.Be open to partially-formed ideas; c.Learn from mistakes; d.Be open to a change of heart and mind; and e.Not operate from fear. (6)Personal reaction. Councilmembers should not take things personally, and focus on the ideas being expressed, not the person expressing the ideas. (7)General rules of decorum. To effectuate the following ground rules, all councilmembers shall conduct themselves at all times in a manner consistent with the following: a.No councilmember shall engage in private conversation or pass private messages while in the chamber in a manner so as to interrupt the proceedings of the council; b.No councilmember shall leave his seat or make any noise or disturbance while a vote is being taken and until the result of the vote is announced; c.No councilmember shall use profane or obscene words or gestures, or unparliamentary language, or use language that threatens harm or violence toward another person at any time; d.No councilmember shall speak on any subject other than the subject in debate; e.No councilmember shall speak without being recognized by the presiding officer, nor shall any councilmember interrupt the speech of another councilmember; f.No councilmember shall disobey the council's Rules of Order and Procedure, as adopted, or a decision of the presiding officer on questions of order or practice or upon the interpretation of the rules of council; g.No councilmember shall engage in disorderly conduct that disturbs or disrupts the orderly conduct of any meeting; and h.No councilmember shall engage in conduct which delays or interrupts the proceedings or which hinders honest, respectful discussion and debate. 4/1/26, 12:10 PM Print Preview https://lakeelmo.municipalcodeonline.com/book/print?type=ordinances&name=3.08.010_Meetings 4/5 HISTORY Adopted by Ord. 08-253 on 11/3/2021 4/1/26, 12:10 PM Print Preview https://lakeelmo.municipalcodeonline.com/book/print?type=ordinances&name=3.08.010_Meetings 5/5 Crystal -New Business. Any Council member may bring an item up for discussion during the New Business portion of the standing work session. Crystal has a work session before each council meeting. Discussion on each item is limited to three minutes. Upon the agreement of a minimum of two Council Members, the item may be added to the agenda for further discussion at the next regular work session, or as soon as reasonably possible. Upon the agreement of a minimum of three Council Members, the item may be added to the next Council meeting agenda. White Bear Lake -The mayor or a councilmember can request items be added to the regular agenda before it’s adopted. If an item is added councilmembers understand that if they want something added that night that it’s likely going under “Discussion” as there would be no memo nor staff time to prepare to present the agenda item. Ramsey -. Generally it takes two members (even the mayor gets a second person) to add an item. The idea behind it is that generates enough interest to direct staff time towards the topic. In the case of work session discussion items, there is some prep work done by staff in addition to what the councilmember provides. It goes for discussion for further direction on the matter. Little Canada-No formal process, informal process is it takes two councilmembers, preference is to go to workshop first, but that doesn’t always happen. Isanti -Two councilmembers or Mayor to add to the regular council agenda Moundsview -Takes two councilmembers and goes to workshop first. Andove r-Workshop agenda has item “Future agenda item requests” Councilmembers bring up topic and if the majority of the council agree, then it moves to an upcoming workshop to allow staff time to gather information for discussion. Roseville -Councilmembers and Commissioners are encouraged to introduce new items including background information and supporting materials for discussion and possible action. Councilmembers and Commissioners have the right to place items on the agenda as follows: 1.A Councilmember or Commissioner may, at a meeting, request that an item b e placed on a future agenda, or; 2.A Councilmember or Commissioner m a y make a request for an agenda item outside of a meeting b y submitting an email request to the city manager or staff liaison, no later than noon of the Wednesday preceding the meeting. An agenda item submitted per 1 or 2 above will be included on the agenda for the next meeting under the heading “Council (or Commission) Direction on Councilmember ( o r C o m m i s s i o n e r ) Initiated Agenda Items” at which time the Council, (or Commission) on consideration of any preliminary material provided by the initiating Councilmember (or Commissioner) for inclusion in the meeting packet, will by motion provide direction as to whether, how, and when the agenda item will be taken up at a subsequent meeting, or; Additionally,a Councilmember (or Commissioner)m a y request the addition of an agenda item at the same meeting at which the item is proposed to be addressed.However,the addition of s u c h an agenda item shall require the approval of a majority of the Councilmembers (or Commissioners) present. Wyoming -Two councilmembers or Mayor can add item to regular agenda. If the request comes with sufficient lead time and direction, staff will prepare background information and analysis just as we would for any other agenda item. If the item is added without prior coordination or with limited notice, the discussion typically serves as an initial conversation to clarify the issue, understand what the council is seeking, and determine what additional information or research is needed. In those cases, staff would return at a future meeting with a more complete report and recommendation. Newport - (Same as WBL) The mayor or a councilmember can request items be added to the regular agenda before it’s adopted. If an item is added councilmembers understand that if they want something added that night that it’s likely going under “Discussion” as there would be no memo nor staff time to prepare to present the agenda item. St. Anthony - Two councilmembers to add it to add it to the list of future work sessions. Council discusses list at worksession and the majority of the council has to agree to move it to a future worksession and have staff gather information for discussion. Hugo -Council can add items. Then the councilmember would explain item to council and then if it is the consensus of the council to move forward with the item they would direct staff to provide analysis and recommendation at future council meeting. STAFF REPORT DATE: April 7, 2026 REGULAR TO: Mayor and Councilmembers FROM: Nicole Miller, City Administrator AGENDA ITEM: 250th Anniversary of the USA Celebration Discussion CORE STRATEGIES: ☒ Vibrant, inclusive, connected community ☐ Responsive, transparent, adaptive governance ☐Managed Growth ☐ Efficient, reliable, innovative services ☐ Balanced Finances now and future ☐ Resilient Infrastructure BACKGROUND: At the March 10th workshop the City Council discussed planning a celebration honoring the 250th anniversary of the USA. Council discussed reaching out to community organizations to see if they are interested in planning an event. Council requested this item be brought back tonight for further discussion. Staff was not directed to take any action. Attached is the staff memo from the March 10th workshop packet for reference. STAFF REPORT DATE:March 10, 2026 WORKSHOP DISCUSSION TO: Mayor and Councilmembers FROM: Nicole Miller, City Administrator AGENDA ITEM: 250th Anniversary of the USA Celebration discussion CORE STRATEGIES: ☒ Vibrant, inclusive, connected community ☐ Efficient, reliable, innovative services ☐ Responsive, transparent, adaptive governance ☐ Balanced Finances now and future ☐ Managed Growth ☐ Resilient Infrastructure BACKGROUND: At the February 4, 2026 City Council meeting, Councilmember Dragisich requested a discussion of adding a celebration to recognize the 250th anniversary of the USA, be added to the next workshop. The City Council expressed unanimous support for adding this item. ISSUE BEFORE COUNCIL: Does the City Council wish to direct staff to plan a celebration in recognition of the 250th anniversary of the USA? PROPOSAL DETAILS/ANALYSIS: Outlined in this memo is a framework to help guide the council discussion. One of the councils priorities is building a vibrant, inclusive, and connected community through celebration, engagement, and shared spaces. Community events can support this goal, however successful events require planning with clear objectives, defined scope, staff capacity, and a budget. Currently the city provides planning and participation support for three events hosted by community organizations. Those events are: Lake Elmo Night Out, Light up Lake Elmo and the 4th of July kiddie parade. Does the council intend to add an annual event that is hosted and planned by the city? What is the scope and scale of the event? Please provide clear detail on what event will include so staff can organize resources. Food, beverages, entertainment, fireworks, etc. What is the budget for this event? Where? When? Date, time, location. Lion’s Park is currently booked all day for baseball on July 4th. Who? City events require coordination across multiple departments. What staff will be needed for the event? What do you expect staff to provide? Communications and outreach desired. Public safety and Public Works have some concerns with staffing given this year the 4th of July falls on a Saturday. Staff are already expected to come in to provide public safety for the kiddie parade. Staff will provide public safety if an event is added, but we would request to know as soon as possible for requesting staff coverage. RECOMMENDATION: The City Council should provide staff with clear direction on the scope and expectations of staff if an event is added. Date Type Due date for packet Order Agenda Section Agenda item 4/14/2026 LBAE @4:30 Local Board of Appeal and Equalization CC Workshop 4/7/26 Discussion Sidewalk/Trail snow removal ordinance-continued from 5/6 Discussion Broadband Franchise Discussion Washington County Presentation for CSAH 13 (Ideal Ave) Project Discussion Met Council Population Forecasts Discussion Legion Ave Property / Valley Branch Watershed District 4/21/2026 CC Meeting 4/14/26 Consent Agenda 1st Quarter Dashboards and Financials Consent Agenda Approve Special Event Permit for Lake Elmo Night Out Regular Agenda 1st Quarter Goals Update Regualr Agenda Approve Updated Open Burning Ordinance Regular Agenda 76 Acre Park Consultant Scope Closed Session Discuss sale of Fire Station & Parks properties (tentative) 5/5/2026 CC Meeting 4/28/26 Presentation Baywest & Freshwater presentation on Biofilm mediated destruction of PFAS in groundwater in Lake Elmo Consent Agenda Approve Special Event Permit for 4th of July Parade Closed Session Discuss sale of 11052 34TH ST N (tentative) Regular Agenda Review Code Enforcement Case on 50th St N Regular Agenda Approve Cooperative Cost Share and Cooperative Maintenance agreements for Hwy 36/LE Ave Dunn Storm Water Appeal Watters Storm Water Appeal (4180 Irvin Cir N ) Stephen Johnson Stormwater Appeal Regular Agenda Highpointe Crossing Preliminary Plat, Rezoning, and Variance 5/12/2026 CC Workshop 5/5/26 Discussion Obstructions in ROW Discussion Old City Hall Discussion Purchasing Policy 5/19/2026 CC Meeting 5/12/26 6/2/2026 CC Meeting 5/26/26 Consent Agenda State Performance Measures 6/9/2026 CC Workshop 6/2/26 City Council salary Discussion Strategic Financial Plan - Initial Review of Models, Assumptions, and Strategic Financial Goals Lobbyist services-Margaret Vesel Parks Coordinator position discussion 6/16/2026 CC Meeting 6/9/26 Regular Agenda 2025 Audit Presentation Future Council Agenda Items *Please note: This list is subject to change* 7/7/2026 CC Meeting 6/30/26 Consent Agenda Approve Special Event Permit for Lake Elmo Night Out Consent Agenda 2nd Quarter Dashboards and Financials Regular Agenda 2nd Quarter Goals Update 7/14/2026 CC Workshop 7/7/26 Discussion Draft 2027 - 2036 Capital Improvement Program 7/21/2026 CC Meeting 7/14/26 8/5/2026 CC Meeting 7/30/26 8/11/2026 CC Workshop 8/4/26 Discussion Draft 2027 Budget & Levy 8/18/2026 CC Meeting 8/11/26 9/1/2026 CC Meeting 8/25/26 9/8/2026 CC Workshop 9/1/26 9/15/2026 CC Meeting 9/8/26 Regular Agenda 2027 Preliminary Levy 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 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