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Home My WebLink About02-14-22-RAPPROVAL OF AGENDA PUBLIC INQUIRIES/INFORMATIONAL This is an opportunity for citizens to bring to the Council ’s attention any items which are relevant to the City. In addressing the Council, you must first state your name and address for the record. To allow adequate time for each person wishing to address the Council, speakers must limit their comments to three (3) minutes. To facilitate a timely meeting, a speaker that is repeating, or agreeing with, a previous comment should simply state such and forego a longer comment. If a large number of citizens wish to speak, the Mayor may shorten the individual comment period. Written documents may be distributed to the Council prior to the start of the meeting to allow a more timely presentation. Speakers should not use obscene, profane, or threatening language, or make personal attacks. Matters of litigation involving the City shall not be discussed during Public Inquiry by citizens or Council. The Council may not respond to speaker comments, engage in a debate, or take any action on the issues raised by citizens, but may direct City staff to research or follow up on an issue, if desired by Council. If Council directs further review by staff, the results of that review will be presented at a following regular Council Meeting. RESPONSE TO PUBLIC INQUIRIES STAFF COMMENTS APPROVAL OF MINUTES January 10, 2022 Regular City Council 01 -10 -22 -R.PDF January 18, 2022 City Council Work Session 01 -18 -22 -WS.PDF CONSENT CALENDAR Those items listed under the Consent Calendar are considered to be routine by the City Council and will be enacted by one motion under a Consent Calendar format. There will be no separate discussion of these items, unless a Councilmember so requests, in which event, the item will be removed from the general order of business and considered separately in its normal sequence on the agenda. Motion To Approve Claims And Payroll Gayle Bauman, Finance Director Pang Silseth, Accounting Analyst MEMO.PDF Motion To Approve 2021 Budget Carryovers For Equipment Gayle Bauman, Finance Director MEMO.PDF Motion To Approve Acknowledgment Of The Application Of Ducks Unlimited North Suburban Chapter 239 For An Exempt Permit To Conduct A Raffle With The Drawing Being April 2, 2022, With No Waiting Period Julie Hanson, City Clerk MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Resolution 2022 -004 Appointing Marie Hinton As Chair Of The Parks, Trails And Recreation Committee Julie Hanson, City Clerk MEMO.PDF ATTACHMENT A.PDF Motion To Approve Amended Planned Unit Development (PUD) Agreement – Mounds View Public Schools –Planning Case 21 -028 Jessica Jagoe, City Planner MEMO.PDF ATTACHMENT A.PDF Motion To Approve Resolution 2022 -005 Approving Plans And Specifications And Authorizing Ad For Bids –Snelling Avenue North Improvements David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Resolution 2022 -006 Approving Plans And Specifications And Authorizing Ad For Bids –Arden Oaks Street Improvements David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Resolution 2022 -007 Approving Plans And Specifications And Authorizing Ad For Bids –City Hall Parking Lot David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve HR Green Feasibility Study And Geotechnical Evaluation –Old Hwy 10 Trail Connection (Lake Valentine Rd To CR -96) David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF Motion To Approve HR Green PSA For On -Call Engineering Services David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF Motion To Approve Appointment Of Customer Service Specialist (Job Share) Dave Perrault, City Administrator MEMO.PDF Motion To Adopt Ordinance 2022 -001 Amending Chapter 2, Section 220, Subd. 220.06 And 220.07 And Authorizing Publication Of Summary Ordinance Dave Perrault, City Administrator MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Proposal And Quote For Sanitary Sewer Root Treatment With Duke ’s Root Control, Inc. David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Resolution 2022 -008 Supporting Safe Routes To School For The Mounds View High School Trail Improvements Project David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF PULLED CONSENT ITEMS Those items that are pulled from the Consent Calendar will be removed from the general order of business and considered separately in its normal sequence on the agenda. PUBLIC HEARINGS NEW BUSINESS UNFINISHED BUSINESS COUNCIL/STAFF COMMENTS ADJOURN Mayor: David Grant Councilmembers: Brenda Holden Fran Holmes Steve Scott David Radziej Regular City Council Agenda February 14, 2022 7:00 p.m. City Hall Address: 1245 W Highway 96 Arden Hills MN 55112 Phone: 651 -792 -7800 Website : www.cityofardenhills.org City Vision Arden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play. THIS MEETING CAN BE ACCESSED REMOTELY BY JOINING VIA ZOOM To join the Zoom Meeting via your computer, click this link (or copy and paste it into a new browser): https://us02web.zoom.us/j/87989857678 This meeting will be streamed live on local Cable Channel 16 and available for playback on our website. CALL TO ORDER 1. 2. 3. 4. 5. 5.A. Documents: 5.B. Documents: 6. 6.A. Documents: 6.B. Documents: 6.C. Documents: 6.D. Documents: 6.E. Documents: 6.F. Documents: 6.G. Documents: 6.H. Documents: 6.I. Documents: 6.J. Documents: 6.K. Documents: 6.L. Documents: 6.M. Documents: 6.N. Documents: 7. 8. 9. 10. 11. APPROVAL OF AGENDAPUBLIC INQUIRIES/INFORMATIONALThis is an opportunity for citizens to bring to the Council ’s attention any items which are relevant to the City. In addressing the Council, you must first state your name and address for the record. To allow adequate time for each person wishing to address the Council, speakers must limit their comments to three (3) minutes. To facilitate a timely meeting, a speaker that is repeating, or agreeing with, a previous comment should simply state such and forego a longer comment. If a large number of citizens wish to speak, the Mayor may shorten the individual comment period. Written documents may be distributed to the Council prior to the start of the meeting to allow a more timely presentation. Speakers should not use obscene, profane, or threatening language, or make personal attacks. Matters of litigation involving the City shall not be discussed during Public Inquiry by citizens or Council. The Council may not respond to speaker comments, engage in a debate, or take any action on the issues raised by citizens, but may direct City staff to research or follow up on an issue, if desired by Council. If Council directs further review by staff, the results of that review will be presented at a following regular Council Meeting.RESPONSE TO PUBLIC INQUIRIES STAFF COMMENTS APPROVAL OF MINUTES January 10, 2022 Regular City Council 01 -10 -22 -R.PDF January 18, 2022 City Council Work Session 01 -18 -22 -WS.PDF CONSENT CALENDAR Those items listed under the Consent Calendar are considered to be routine by the City Council and will be enacted by one motion under a Consent Calendar format. There will be no separate discussion of these items, unless a Councilmember so requests, in which event, the item will be removed from the general order of business and considered separately in its normal sequence on the agenda. Motion To Approve Claims And Payroll Gayle Bauman, Finance Director Pang Silseth, Accounting Analyst MEMO.PDF Motion To Approve 2021 Budget Carryovers For Equipment Gayle Bauman, Finance Director MEMO.PDF Motion To Approve Acknowledgment Of The Application Of Ducks Unlimited North Suburban Chapter 239 For An Exempt Permit To Conduct A Raffle With The Drawing Being April 2, 2022, With No Waiting Period Julie Hanson, City Clerk MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Resolution 2022 -004 Appointing Marie Hinton As Chair Of The Parks, Trails And Recreation Committee Julie Hanson, City Clerk MEMO.PDF ATTACHMENT A.PDF Motion To Approve Amended Planned Unit Development (PUD) Agreement – Mounds View Public Schools –Planning Case 21 -028 Jessica Jagoe, City Planner MEMO.PDF ATTACHMENT A.PDF Motion To Approve Resolution 2022 -005 Approving Plans And Specifications And Authorizing Ad For Bids –Snelling Avenue North Improvements David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Resolution 2022 -006 Approving Plans And Specifications And Authorizing Ad For Bids –Arden Oaks Street Improvements David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Resolution 2022 -007 Approving Plans And Specifications And Authorizing Ad For Bids –City Hall Parking Lot David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve HR Green Feasibility Study And Geotechnical Evaluation –Old Hwy 10 Trail Connection (Lake Valentine Rd To CR -96) David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF Motion To Approve HR Green PSA For On -Call Engineering Services David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF Motion To Approve Appointment Of Customer Service Specialist (Job Share) Dave Perrault, City Administrator MEMO.PDF Motion To Adopt Ordinance 2022 -001 Amending Chapter 2, Section 220, Subd. 220.06 And 220.07 And Authorizing Publication Of Summary Ordinance Dave Perrault, City Administrator MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Proposal And Quote For Sanitary Sewer Root Treatment With Duke ’s Root Control, Inc. David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Resolution 2022 -008 Supporting Safe Routes To School For The Mounds View High School Trail Improvements Project David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF PULLED CONSENT ITEMS Those items that are pulled from the Consent Calendar will be removed from the general order of business and considered separately in its normal sequence on the agenda. PUBLIC HEARINGS NEW BUSINESS UNFINISHED BUSINESS COUNCIL/STAFF COMMENTS ADJOURN Mayor:David GrantCouncilmembers:Brenda HoldenFran HolmesSteve ScottDavid Radziej Regular City Council Agenda February 14, 2022 7:00 p.m. City Hall Address:1245 W Highway 96Arden Hills MN 55112Phone:651 -792 -7800Website:www.cityofardenhills.orgCity VisionArden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play.THIS MEETING CAN BE ACCESSED REMOTELY BY JOINING VIA ZOOMTo join the Zoom Meeting via your computer, click this link (or copy and paste it into a new browser):https://us02web.zoom.us/j/87989857678This meeting will be streamed live on local Cable Channel 16 and available for playback on our website.CALL TO ORDER1.2.3. 4. 5. 5.A. Documents: 5.B. Documents: 6. 6.A. Documents: 6.B. Documents: 6.C. Documents: 6.D. Documents: 6.E. Documents: 6.F. Documents: 6.G. Documents: 6.H. Documents: 6.I. Documents: 6.J. Documents: 6.K. Documents: 6.L. Documents: 6.M. Documents: 6.N. Documents: 7. 8. 9. 10. 11. APPROVAL OF AGENDAPUBLIC INQUIRIES/INFORMATIONALThis is an opportunity for citizens to bring to the Council ’s attention any items which are relevant to the City. In addressing the Council, you must first state your name and address for the record. To allow adequate time for each person wishing to address the Council, speakers must limit their comments to three (3) minutes. To facilitate a timely meeting, a speaker that is repeating, or agreeing with, a previous comment should simply state such and forego a longer comment. If a large number of citizens wish to speak, the Mayor may shorten the individual comment period. Written documents may be distributed to the Council prior to the start of the meeting to allow a more timely presentation. Speakers should not use obscene, profane, or threatening language, or make personal attacks. Matters of litigation involving the City shall not be discussed during Public Inquiry by citizens or Council. The Council may not respond to speaker comments, engage in a debate, or take any action on the issues raised by citizens, but may direct City staff to research or follow up on an issue, if desired by Council. If Council directs further review by staff, the results of that review will be presented at a following regular Council Meeting.RESPONSE TO PUBLIC INQUIRIESSTAFF COMMENTSAPPROVAL OF MINUTESJanuary 10, 2022 Regular City Council01-10 -22 -R.PDFJanuary 18, 2022 City Council Work Session01-18 -22 -WS.PDFCONSENT CALENDARThose items listed under the Consent Calendar are considered to be routine by the City Council and will be enacted by one motion under a Consent Calendar format. There will be no separate discussion of these items, unless a Councilmember so requests, in which event, the item will be removed from the general order of business and considered separately in its normal sequence on the agenda.Motion To Approve Claims And PayrollGayle Bauman, Finance DirectorPang Silseth, Accounting AnalystMEMO.PDFMotion To Approve 2021 Budget Carryovers For EquipmentGayle Bauman, Finance DirectorMEMO.PDFMotion To Approve Acknowledgment Of The Application Of Ducks Unlimited North Suburban Chapter 239 For An Exempt Permit To Conduct A Raffle With The Drawing Being April 2, 2022, With No Waiting PeriodJulie Hanson, City ClerkMEMO.PDFATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Resolution 2022 -004 Appointing Marie Hinton As Chair Of The Parks, Trails And Recreation Committee Julie Hanson, City Clerk MEMO.PDF ATTACHMENT A.PDF Motion To Approve Amended Planned Unit Development (PUD) Agreement – Mounds View Public Schools –Planning Case 21 -028 Jessica Jagoe, City Planner MEMO.PDF ATTACHMENT A.PDF Motion To Approve Resolution 2022 -005 Approving Plans And Specifications And Authorizing Ad For Bids –Snelling Avenue North Improvements David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Resolution 2022 -006 Approving Plans And Specifications And Authorizing Ad For Bids –Arden Oaks Street Improvements David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Resolution 2022 -007 Approving Plans And Specifications And Authorizing Ad For Bids –City Hall Parking Lot David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve HR Green Feasibility Study And Geotechnical Evaluation –Old Hwy 10 Trail Connection (Lake Valentine Rd To CR -96) David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF Motion To Approve HR Green PSA For On -Call Engineering Services David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF Motion To Approve Appointment Of Customer Service Specialist (Job Share) Dave Perrault, City Administrator MEMO.PDF Motion To Adopt Ordinance 2022 -001 Amending Chapter 2, Section 220, Subd. 220.06 And 220.07 And Authorizing Publication Of Summary Ordinance Dave Perrault, City Administrator MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Proposal And Quote For Sanitary Sewer Root Treatment With Duke ’s Root Control, Inc. David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Resolution 2022 -008 Supporting Safe Routes To School For The Mounds View High School Trail Improvements Project David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF PULLED CONSENT ITEMS Those items that are pulled from the Consent Calendar will be removed from the general order of business and considered separately in its normal sequence on the agenda. PUBLIC HEARINGS NEW BUSINESS UNFINISHED BUSINESS COUNCIL/STAFF COMMENTS ADJOURN Mayor:David GrantCouncilmembers:Brenda HoldenFran HolmesSteve ScottDavid Radziej Regular City Council Agenda February 14, 2022 7:00 p.m. City Hall Address:1245 W Highway 96Arden Hills MN 55112Phone:651 -792 -7800Website:www.cityofardenhills.orgCity VisionArden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play.THIS MEETING CAN BE ACCESSED REMOTELY BY JOINING VIA ZOOMTo join the Zoom Meeting via your computer, click this link (or copy and paste it into a new browser):https://us02web.zoom.us/j/87989857678This meeting will be streamed live on local Cable Channel 16 and available for playback on our website.CALL TO ORDER1.2.3.4.5.5.A.Documents:5.B.Documents:6.6.A.Documents:6.B.Documents:6.C.Documents: 6.D. Documents: 6.E. Documents: 6.F. Documents: 6.G. Documents: 6.H. Documents: 6.I. Documents: 6.J. Documents: 6.K. Documents: 6.L. Documents: 6.M. Documents: 6.N. Documents: 7. 8. 9. 10. 11. APPROVAL OF AGENDAPUBLIC INQUIRIES/INFORMATIONALThis is an opportunity for citizens to bring to the Council ’s attention any items which are relevant to the City. In addressing the Council, you must first state your name and address for the record. To allow adequate time for each person wishing to address the Council, speakers must limit their comments to three (3) minutes. To facilitate a timely meeting, a speaker that is repeating, or agreeing with, a previous comment should simply state such and forego a longer comment. If a large number of citizens wish to speak, the Mayor may shorten the individual comment period. Written documents may be distributed to the Council prior to the start of the meeting to allow a more timely presentation. Speakers should not use obscene, profane, or threatening language, or make personal attacks. Matters of litigation involving the City shall not be discussed during Public Inquiry by citizens or Council. The Council may not respond to speaker comments, engage in a debate, or take any action on the issues raised by citizens, but may direct City staff to research or follow up on an issue, if desired by Council. If Council directs further review by staff, the results of that review will be presented at a following regular Council Meeting.RESPONSE TO PUBLIC INQUIRIESSTAFF COMMENTSAPPROVAL OF MINUTESJanuary 10, 2022 Regular City Council01-10 -22 -R.PDFJanuary 18, 2022 City Council Work Session01-18 -22 -WS.PDFCONSENT CALENDARThose items listed under the Consent Calendar are considered to be routine by the City Council and will be enacted by one motion under a Consent Calendar format. There will be no separate discussion of these items, unless a Councilmember so requests, in which event, the item will be removed from the general order of business and considered separately in its normal sequence on the agenda.Motion To Approve Claims And PayrollGayle Bauman, Finance DirectorPang Silseth, Accounting AnalystMEMO.PDFMotion To Approve 2021 Budget Carryovers For EquipmentGayle Bauman, Finance DirectorMEMO.PDFMotion To Approve Acknowledgment Of The Application Of Ducks Unlimited North Suburban Chapter 239 For An Exempt Permit To Conduct A Raffle With The Drawing Being April 2, 2022, With No Waiting PeriodJulie Hanson, City ClerkMEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFMotion To Approve Resolution 2022 -004 Appointing Marie Hinton As Chair Of The Parks, Trails And Recreation CommitteeJulie Hanson, City ClerkMEMO.PDFATTACHMENT A.PDFMotion To Approve Amended Planned Unit Development (PUD) Agreement –Mounds View Public Schools –Planning Case 21 -028Jessica Jagoe, City PlannerMEMO.PDFATTACHMENT A.PDFMotion To Approve Resolution 2022 -005 Approving Plans And Specifications And Authorizing Ad For Bids –Snelling Avenue North ImprovementsDavid Swearingen, Public Works Director/City EngineerMEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFMotion To Approve Resolution 2022 -006 Approving Plans And Specifications And Authorizing Ad For Bids –Arden Oaks Street ImprovementsDavid Swearingen, Public Works Director/City EngineerMEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFMotion To Approve Resolution 2022 -007 Approving Plans And Specifications And Authorizing Ad For Bids –City Hall Parking LotDavid Swearingen, Public Works Director/City EngineerMEMO.PDFATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve HR Green Feasibility Study And Geotechnical Evaluation –Old Hwy 10 Trail Connection (Lake Valentine Rd To CR -96) David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF Motion To Approve HR Green PSA For On -Call Engineering Services David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF Motion To Approve Appointment Of Customer Service Specialist (Job Share) Dave Perrault, City Administrator MEMO.PDF Motion To Adopt Ordinance 2022 -001 Amending Chapter 2, Section 220, Subd. 220.06 And 220.07 And Authorizing Publication Of Summary Ordinance Dave Perrault, City Administrator MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Proposal And Quote For Sanitary Sewer Root Treatment With Duke ’s Root Control, Inc. David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Motion To Approve Resolution 2022 -008 Supporting Safe Routes To School For The Mounds View High School Trail Improvements Project David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF PULLED CONSENT ITEMS Those items that are pulled from the Consent Calendar will be removed from the general order of business and considered separately in its normal sequence on the agenda. PUBLIC HEARINGS NEW BUSINESS UNFINISHED BUSINESS COUNCIL/STAFF COMMENTS ADJOURN Mayor:David GrantCouncilmembers:Brenda HoldenFran HolmesSteve ScottDavid Radziej Regular City Council Agenda February 14, 2022 7:00 p.m. City Hall Address:1245 W Highway 96Arden Hills MN 55112Phone:651 -792 -7800Website:www.cityofardenhills.orgCity VisionArden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play.THIS MEETING CAN BE ACCESSED REMOTELY BY JOINING VIA ZOOMTo join the Zoom Meeting via your computer, click this link (or copy and paste it into a new browser):https://us02web.zoom.us/j/87989857678This meeting will be streamed live on local Cable Channel 16 and available for playback on our website.CALL TO ORDER1.2.3.4.5.5.A.Documents:5.B.Documents:6.6.A.Documents:6.B.Documents:6.C.Documents:6.D.Documents:6.E.Documents:6.F.Documents:6.G.Documents:6.H.Documents: 6.I. Documents: 6.J. Documents: 6.K. Documents: 6.L. Documents: 6.M. Documents: 6.N. Documents: 7. 8. 9. 10. 11. APPROVAL OF AGENDAPUBLIC INQUIRIES/INFORMATIONALThis is an opportunity for citizens to bring to the Council ’s attention any items which are relevant to the City. In addressing the Council, you must first state your name and address for the record. To allow adequate time for each person wishing to address the Council, speakers must limit their comments to three (3) minutes. To facilitate a timely meeting, a speaker that is repeating, or agreeing with, a previous comment should simply state such and forego a longer comment. If a large number of citizens wish to speak, the Mayor may shorten the individual comment period. Written documents may be distributed to the Council prior to the start of the meeting to allow a more timely presentation. Speakers should not use obscene, profane, or threatening language, or make personal attacks. Matters of litigation involving the City shall not be discussed during Public Inquiry by citizens or Council. The Council may not respond to speaker comments, engage in a debate, or take any action on the issues raised by citizens, but may direct City staff to research or follow up on an issue, if desired by Council. If Council directs further review by staff, the results of that review will be presented at a following regular Council Meeting.RESPONSE TO PUBLIC INQUIRIESSTAFF COMMENTSAPPROVAL OF MINUTESJanuary 10, 2022 Regular City Council01-10 -22 -R.PDFJanuary 18, 2022 City Council Work Session01-18 -22 -WS.PDFCONSENT CALENDARThose items listed under the Consent Calendar are considered to be routine by the City Council and will be enacted by one motion under a Consent Calendar format. There will be no separate discussion of these items, unless a Councilmember so requests, in which event, the item will be removed from the general order of business and considered separately in its normal sequence on the agenda.Motion To Approve Claims And PayrollGayle Bauman, Finance DirectorPang Silseth, Accounting AnalystMEMO.PDFMotion To Approve 2021 Budget Carryovers For EquipmentGayle Bauman, Finance DirectorMEMO.PDFMotion To Approve Acknowledgment Of The Application Of Ducks Unlimited North Suburban Chapter 239 For An Exempt Permit To Conduct A Raffle With The Drawing Being April 2, 2022, With No Waiting PeriodJulie Hanson, City ClerkMEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFMotion To Approve Resolution 2022 -004 Appointing Marie Hinton As Chair Of The Parks, Trails And Recreation CommitteeJulie Hanson, City ClerkMEMO.PDFATTACHMENT A.PDFMotion To Approve Amended Planned Unit Development (PUD) Agreement –Mounds View Public Schools –Planning Case 21 -028Jessica Jagoe, City PlannerMEMO.PDFATTACHMENT A.PDFMotion To Approve Resolution 2022 -005 Approving Plans And Specifications And Authorizing Ad For Bids –Snelling Avenue North ImprovementsDavid Swearingen, Public Works Director/City EngineerMEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFMotion To Approve Resolution 2022 -006 Approving Plans And Specifications And Authorizing Ad For Bids –Arden Oaks Street ImprovementsDavid Swearingen, Public Works Director/City EngineerMEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFMotion To Approve Resolution 2022 -007 Approving Plans And Specifications And Authorizing Ad For Bids –City Hall Parking LotDavid Swearingen, Public Works Director/City EngineerMEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFMotion To Approve HR Green Feasibility Study And Geotechnical Evaluation –Old Hwy 10 Trail Connection (Lake Valentine Rd To CR -96)David Swearingen, Public Works Director/City EngineerMEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDFMotion To Approve HR Green PSA For On -Call Engineering ServicesDavid Swearingen, Public Works Director/City EngineerMEMO.PDFATTACHMENT A.PDFMotion To Approve Appointment Of Customer Service Specialist (Job Share)Dave Perrault, City AdministratorMEMO.PDFMotion To Adopt Ordinance 2022 -001 Amending Chapter 2, Section 220, Subd. 220.06 And 220.07 And Authorizing Publication Of Summary OrdinanceDave Perrault, City AdministratorMEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFMotion To Approve Proposal And Quote For Sanitary Sewer Root Treatment With Duke ’s Root Control, Inc.David Swearingen, Public Works Director/City EngineerMEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDF Motion To Approve Resolution 2022 -008 Supporting Safe Routes To School For The Mounds View High School Trail Improvements Project David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF PULLED CONSENT ITEMS Those items that are pulled from the Consent Calendar will be removed from the general order of business and considered separately in its normal sequence on the agenda. PUBLIC HEARINGS NEW BUSINESS UNFINISHED BUSINESS COUNCIL/STAFF COMMENTS ADJOURN Mayor:David GrantCouncilmembers:Brenda HoldenFran HolmesSteve ScottDavid Radziej Regular City Council Agenda February 14, 2022 7:00 p.m. City Hall Address:1245 W Highway 96Arden Hills MN 55112Phone:651 -792 -7800Website:www.cityofardenhills.orgCity VisionArden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play.THIS MEETING CAN BE ACCESSED REMOTELY BY JOINING VIA ZOOMTo join the Zoom Meeting via your computer, click this link (or copy and paste it into a new browser):https://us02web.zoom.us/j/87989857678This meeting will be streamed live on local Cable Channel 16 and available for playback on our website.CALL TO ORDER1.2.3.4.5.5.A.Documents:5.B.Documents:6.6.A.Documents:6.B.Documents:6.C.Documents:6.D.Documents:6.E.Documents:6.F.Documents:6.G.Documents:6.H.Documents:6.I.Documents:6.J.Documents:6.K.Documents:6.L.Documents:6.M.Documents: 6.N. Documents: 7. 8. 9. 10. 11. Approved: February 14, 2022 CITY OF ARDEN HILLS, MINNESOTA REGULAR CITY COUNCIL MEETING JANUARY 10, 2022 7:00 P.M. - ARDEN HILLS CITY COUNCIL CHAMBERS CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Mayor David Grant called to order the regular City Council meeting at 7:00 p.m. Present: Mayor David Grant, Councilmembers Brenda Holden, Fran Holmes, Steve Scott and David Radziej Absent: None Also present: City Administrator Dave Perrault; Finance Director Gayle Bauman; Public Works Director/City Engineer David Swearingen; City Planner Jessica Jagoe; Planning Consultant Jane Kansier; City Attorney Joel Jamnik; and City Clerk Julie Hanson PLEDGE OF ALLEGIANCE 1. APPROVAL OF AGENDA MOTION: Councilmember Holden moved and Councilmember Holmes seconded a motion to approve the meeting agenda as presented. The motion carried (4-0). 2. PUBLIC INQUIRIES/INFORMATIONAL Mary Henry, 3521 Ridgewood Court, she stated by mid-2022 the City would receive $1.25 million in ARPA funds to help residents recover from the negative impacts of the COVID pandemic. She discussed how there was a growing need for low income housing and encouraged the City to consider how to use ARPA funding to encourage more affordable housing in the community. Lynn Diaz, 1143 Ingerson Road, spoke to the Council about housing. She indicated few cities have the opportunity to plan and develop a plot of this size. She encouraged the Council to pursue new and better, instead of more of the same suburban sprawl. She encouraged the Council to consider pursuing more dense and affordable housing within Rice Creek Commons. ARDEN HILLS CITY COUNCIL – JANUARY 10, 2022 2 Mayor Grant addressed the Council and stated due to COVID numbers it would be reverting to virtual meetings. He discussed how cities and their staff were being impacted by COVID cases. He stated Arden Hills was a small City and was looking to protect its staff. 3. RESPONSE TO PUBLIC INQUIRIES A. Public Inquiry Response from December 13, 2021 City Council Meeting City Administrator Perrault provided the Council with a response to the public inquiry that was made at the December 13, 2021 City Council meeting. He responded to the questions that were raised regarding increased housing density on TCAAP, how an increased density would impact the community, and discussed how affordable housing projects were funded. He stated the City representatives continue to hold JDA meetings noting the County has not reengaged and in the County’s absence the City has been working with the developer to ensure the City can move forward with the development when needed. 4. PUBLIC PRESENTATIONS A. Appointment of David Radziej to City Council – Oath of Office City Clerk Hanson administered the Oath of Office to newly appointed Councilmember David Radziej and welcomed him to the City Council. A round of applause was offered by all in attendance. Mayor Grant congratulated Councilmember Radziej for being appointed to the City Council and stated he looked forward to serving with him. 5. STAFF COMMENTS None. 6. APPROVAL OF MINUTES A. December 6, 2021, Special City Council B. December 13, 2021, Regular City Council C. December 20, 2021, City Council Work Session D. December 20, 2021, Special City Council Councilmember Holmes explained she spoke with City staff regarding changes to Items F and G to the December 20, 2021 City Council Work Session minutes. City Clerk Hanson confirmed a correction to the December 6, 2021 minutes in which a duplication of verbiage was deleted. ARDEN HILLS CITY COUNCIL – JANUARY 10, 2022 3 MOTION: Councilmember Holden moved and Councilmember Holmes seconded a motion to approve the December 6, 2021, Special City Council meeting minutes as amended; the December 13, 2021, Regular City Council meeting minutes as presented; the December 20, 2021, City Council Work Session meeting minutes as amended; and the December 20, 2021, Special City Council meeting minutes as presented. The motion carried (5-0). 7. CONSENT CALENDAR A. Motion to Approve Consent Agenda Item - Claims and Payroll B. Motion to Approve Resolution 2022-001 Relating to the 2022 Organization of the City of Arden Hills C. Motion to Approve Ramsey County Shared Service Agreement for Erosion and Sediment Control Inspections D. Motion to Cancel January 24 and February 28, 2022 City Council Meetings. E. Motion to Accept Resignation of Customer Service Representative F. Motion to Authorize Recruitment of Customer Service Representative G. Motion to Approve Resolution 2022-002 Authorizing No Parking Areas within the Snelling Avenue North Improvement Project H. Motion to Approve Jaycon, LLC Invoice for Spoils and Clean Sand Hauling Costs I. Motion to Approve Resolution 2022-003 Appointing Shelley Blilie to the Planning Commission J. Motion to Accept Resignation of David Radziej from the Economic Development Commission (EDC) and the Financial Planning and Analysis Commission (FPAC) MOTION: Councilmember Holden moved and Councilmember Holmes seconded a motion to approve the Consent Calendar as presented and to authorize execution of all necessary documents contained therein. The motion carried (5-0). 8. PULLED CONSENT ITEMS None. 9. PUBLIC HEARINGS A. Planning Case 21-028 – Planned Unit Development Amendment – Mounds View Public Schools Planning Consultant Kansier stated at their May 22, 2019, the City Council approved Planning Case 18-014 for a Planned Unit Development with Mounds View Public Schools for Mounds View High School. The approved PUD allowed for several additions to the existing high school, a reconfiguration of the existing parking lot, and the use of the property at 1901 Lake Valentine Road, for parking and other school purposes. The PUD was subsequently amended on April 27, 2020. This amendment added 14 additional conditions to the existing Planned Unit Development to address existing traffic and pedestrian safety issues based on the findings contained within the traffic study report, an evaluation of existing site conditions, and the Planned Unit Development ARDEN HILLS CITY COUNCIL – JANUARY 10, 2022 4 Agreement. The terms of the PUD approval require the School District to implement safety improvements on Lake Valentine Road to address traffic and increased pedestrian crossings between the school building and the north parking lot, including installation of turn lanes and other access improvements, trail and sidewalk improvements, pedestrian signal, signage and striping modifications, and drainage and utility improvements. Planning Consultant Kansier reported the Applicant originally proposed two separate phases of traffic and pedestrian safety improvements for Lake Valentine Road. Phase 1 safety improvements, installed in 2020, included installation of a pedestrian traffic signal system, crosswalk markings, temporary painted center median, curb ramps and sidewalk pedestrian routes to the front of the school. Planning Consultant Kansier explained the Phase 2 traffic and pedestrian safety improvements were scheduled for construction in 2021 in order to allow the School District to acquire additional property from the State of Minnesota. This additional property would have allowed the relocation of the west entrance to the north parking lot to align with the drop-off/pick-up lot on the south side of Lake Valentine Road. Additional improvements include construction of a center median at the crosswalk, modifications to the south boundary of the north parking lot, and the construction of dedicated right turn lanes for westbound traffic accessing the east parking lot entrance and for the eastbound traffic accessing the drop-off/pick-up lot. The Applicant worked with the State of Minnesota for nearly two years on purchasing property, but has been unsuccessful in obtaining an easement or acquisition of land. The State indicated they were at least another year out in considering the sale of this land. As a result, the Applicant believes this option is no longer feasible and asked the City Council to consider a revised alignment. The City Council reviewed this issue at their May 17, 2021, workshop. The Council noted the use of the State property is preferred; however, they understand there is no guarantee the school district will be able to purchase that land. Safety is the most important factor. In August, 2021, the City Council approved an extension of the original Phase 2 construction to 2022. Staff provided further comment on the request and recommended the Council hold a public hearing. Councilmember Holden requested further information regarding the number of parking stalls. Mike Tierney, Bolton & Menk, explained he was the civil engineer that designed the north parking lot. He reported that after all of the revisions were made the north lot would have 335 parking spaces. He indicated the parking deficiency was now 77 spaces. Councilmember Holden questioned why the islands were in place. Planning Consultant Kansier indicated the islands assisted with traffic flow, landscaping and relief from the mass of parking pavement. She indicated the Planning Commission supported the islands because it would assist with traffic circulation within the lot. Mr. Tierney reviewed the revised landscaping plan in further detail with the Council. It was noted the plan includes 27 trees. Councilmember Holmes asked if the ADA ramp requirements had been addressed. ARDEN HILLS CITY COUNCIL – JANUARY 10, 2022 5 Public Works Director/City Engineer Swearingen reported the ADA ped ramps were changed within the 100% design plans. Councilmember Scott noted the Council received a comment from a resident this afternoon who stated the vast majority of students were not using the current crosswalk. He stated this was an enforcement issue that would have to be addressed by the City. Councilmember Holden indicated there has been a lot of complaints about parents doing u-turns. She asked if the school district could be required to post a “No U-Turn” sign where parents are exiting the property. Public Works Director/City Engineer Swearingen commented this wasn’t something he had considered in the signage plan but he could work with the design team on this. Councilmember Holmes indicated a lot of the parents were making u-turns on Lake Valentine Road going west. She stated the safety of the students at Mounds View High School was not as tight as it could be and she understood not all students were crossing at the crosswalk. Councilmember Holden stated the Council liked to make conditions for approval versus making recommendations to staff or the design team to ensure all concerns from the City were being addressed. She asked if staff had any concerns that should be included in the conditions for approval. Public Works Director/City Engineer Swearingen reported the school district needs to look at illuminating the northern part of the ped crossing. He explained the school district would be meeting with Xcel to discuss how to add this feature. He stated one more condition could be included to state: The applicant shall enhance lighting at the norther portion of the crosswalk and at the intersections of the driveways. Further discussion ensued regarding the location of the handicap parking stalls. Mayor Grant commented on the size of the parking islands and discussed the number of parking stalls that had been lost due to their size. He anticipated 20 parking stalls could be gained if the size of the islands were adjusted. Mr. Tierney reported this was the case. He stated he had tried to find a balance between the number of parking stalls and the proper amount of green space. Mayor Grant indicated the Council would have to decide if they wanted to have big islands or small islands within this parking lot because this was impacting the number of parking spaces. Councilmember Holden asked what the percentage of parking space was occupied by the parking islands within the plan that accommodated 381 parking stalls. Planning Consultant Kansier stated this was approximately 6%. ARDEN HILLS CITY COUNCIL – JANUARY 10, 2022 6 Mr. Tierney explained how the plan for 381 parking stalls had been completed with incorrect stall sizes and after making adjustments, parking stalls had been lost. He reported he would like to move forward with the plan that has smaller islands with a total parking count of 335. Councilmember Holden inquired if this plan had been submitted to City staff. Mr. Tierney stated he was uncertain if this updated plan had been submitted to staff. Councilmember Holden questioned how the Council could be asked to proceed with approving plans that it had not received. Paul Aplikowski, Wold Architects, apologized for the confusion. He discussed how plans were submitted to the City at 60% and were then revised after the Planning Commission meeting. He reported the stalls had to be made bigger to meet City requirements. He noted the correct stall count that was being requested was 335. Mayor Grant asked why the stalls were widened. Mr. Tierney indicated this was done to meet City Code requirements. Councilmember Holden questioned what the size was for an average parking stall. Planning Consultant Kansier reported parking stalls are typically 9 feet by 18 feet, but this can vary if the stalls are angled. Councilmember Scott inquired if a section of the parking lot could be designated for compact cars in order to gain a few more parking stalls. Mr. Tierney stated this would help in gaining a few more parking stalls. Councilmember Holden questioned if this item was reviewed by the Planning Commission on January 5. City Administrator Perrault noted the Planning Commission reviewed this matter in December. Councilmember Holden stated she did not support this project moving forward given the fact the Council had not been provided with the proper plans. Councilmember Holmes reported the Planning Commission supported the request moving forward and had no concerns regarding the proposed number of parking spaces, because at the time the parking deficiency was only 31. Mayor Grant asked if there was a representative available from the school district. He questioned how the missing parking stalls would be managed by the school district. Chris Paquette, Director of Operations for the Mounds View School District, stated the proposed numbers were to meet the needs of the building when 100% fully occupied. He reported the ARDEN HILLS CITY COUNCIL – JANUARY 10, 2022 7 northeast side of the bus garage parking lot was virtually empty every day of the week. He indicated he would love to get rid of all of the islands in the proposed lot for snow removal purposes, however the districts goal was to have this parking lot and the bus garage be aesthetically pleasing. Councilmember Radziej inquired if only half of the islands could be preserved, noting this could create an additional 25 parking spaces. He recommended the trees still be planted along the roadway. Mr. Tierney anticipated this would be the case and would create more parking spaces. Councilmember Holmes asked if the gas tanks on the property had been removed. Mr. Paquette commented the tanks had not been removed. Councilmember Holmes requested staff speak to the Council regarding what he found about regarding the gas tanks. Public Works Director/City Engineer Swearingen stated he learned the MPCA submitted a letter and that they have inspected the site. He reported the MPCA created a work plan related to the submitted plans for the school district because contaminated material was found on the property. Mr. Paquette discussed how the school district would have to follow the work plan from the MPCA in order to correct the soil conditions. Councilmember Holden questioned when the contamination would be addressed. Mr. Tierney explained this work would be completed through the earthwork as part of this project. Mayor Grant opened the public hearing at 8:27 p.m. Phillip Schmidt, 4057 Fairview Avenue, explained he lived three houses from the high school. He indicated his main concern was if there would be any traffic changes at Fairview Avenue and Lake Valentine Road. He hoped this intersection would remain the same. He expressed concern with the number of u-turns occurring to the west of the school. He asked if the additional parking was necessary to accommodate an expected influx of future students that would be coming to this school from the Rice Creek Commons property. Mayor Grant indicated he was uncertain if the students living within Rice Creek Commons property would go to Irondale High School or Mounds View High School. He anticipated this would be determined at a future date. Mr. Aplikowski reported the future students living within Rice Creek Commons were taken into consideration by the school district within the Planned Unit Development improvements the City ARDEN HILLS CITY COUNCIL – JANUARY 10, 2022 8 has approved. He explained Mounds View High School received a net of seven additional classrooms. Public Works Director/City Engineer Swearingen reported there were no changes planned for the intersection at Fairview Avenue and Lake Valentine Road. Mayor Grant closed the public hearing at 8:32 p.m. 10. NEW BUSINESS A. PUD Amendment – Mounds View Public Schools – 1900 and 1901 Lake Valentine Road (PC 21-028) Planning Consultant Kansier stated this item was introduced under Item 9A. Staff offered the following Findings of Fact: 1. The properties located at 1900 and 1901 Lake Valentine Road are located in the R-1 Single Family Residential District. 2. The proposed conditions when implemented will create a safer environment for pedestrian movement across Lake Valentine Road. 3. The proposed roadway improvements will improve traffic flow through the road section adjacent to the school. 4. With the applied conditions, the application is not anticipated to create a negative impact on the immediate area or the community as a whole. 5. The traffic and pedestrian study was reviewed as part of the April 2020 Amended PUD application by City and School District staff. 6. The City and School District staff concur on the proposed conditions and recommended improvements. Planning Consultant Kansier commented further on the request and recommended approval of Planning Case 21-028 for an Amended PUD at 1900 and 1901 Lake Valentine Road as amended by the conditions in the January 10, 2022, based on the findings of fact and submitted plans, and subject to the following conditions: 1. The road construction and realignment as shown on the approved plans must be completed prior to the start of the 2022-2023 school year. 2. All other conditions of the original Planned Unit Development and Amended Planned Unit Development shall remain in full force and effect. Mayor Grant requested further information regarding the approval timeline for this project. City Attorney Jamnik reported the 60 day deadline for this item was January 30, 2022. Councilmember Holden commented she would not refigure the parking lot from the bench given the fact the Director of Operations for the Mounds View School District supported the plan with 335 parking spaces. ARDEN HILLS CITY COUNCIL – JANUARY 10, 2022 9 Mayor Grant supported the parking lot having islands noting this would assist with traffic flow. Planning Consultant Kansier reviewed the revised parking lot plan with the smaller islands with the Council. MOTION: Councilmember Holmes moved and Councilmember Radziej seconded a motion to approve Planning Case 21-028 for a Planned Unit Development Amendment for ISD #621, Mounds View High School at 1900 and 1901 Lake Valentine Road based on the Findings of Fact as amended by the two (2) conditions in the January 10, 2022 report to the City Council. AMENDMENT: Councilmember Holmes moved and Councilmember Holden seconded a motion to add Condition 3 to read: City staff will work with the Sheriff’s Department and Traffic Engineers to determine the proper location for “No U-Turn” signs. Councilmember Holden asked what would happen if the Sheriff’s Department determines no u- turns signs were needed. Mayor Grant questioned if the City was responsible for the signage on this street. City Attorney Jamnik reported this was the case noting the City generally defers to the Traffic Engineers regarding sign location. He indicated the Council could direct the study and sign placement west of Janet Court and east of the west boundary of the property to the extent possible. Councilmember Holden commented she has seen u-turns taking place on the bridge. Mayor Grant inquired if the motion language should be amended. Councilmember Holden asked if staff had any feedback regarding the language for this motion. She suggested the language be amended to remove the Sheriff’s Department noting she would rather see staff make a determination on the sign placement. Councilmember Holmes stated she supported the recommendation to change the language to remove the reference to the Sheriff’s Department as proposed by Councilmember Holden. The amended motion was restated as follows: AMENDMENT: Councilmember Holmes moved and Councilmember Holden seconded a motion to add Condition 3 to read: Developer shall install, or pay for the installation of traffic control signage prohibiting U-turns on Lake Valentine Road from Janet Court to the western city border, in locations as determined by the City Engineer. Public Works Director/City Engineer Swearingen stated this language would be appropriate. The amendment carried (5-0). ARDEN HILLS CITY COUNCIL – JANUARY 10, 2022 10 AMENDMENT: Councilmember Holmes moved and Councilmember Holden seconded a motion to add Condition 4 to read: Removal of existing gas tanks on the site will be completed concurrent with the lot construction and the removal shall be compliant with all MPCA and other legal requirements. Councilmember Holden asked if a deadline should be set for this work to be completed. Mr. Aplikowski explained this work would be done early in the project because it would have to be done prior to the parking lot being paved. The amendment carried (5-0). AMENDMENT: Councilmember Holmes moved and Councilmember Holden seconded a motion to add Condition 5 to read: Developer shall install ADA compliant directional pedestrian ramps as approved by the City Engineer. Mayor Grant requested further information regarding the proposed pedestrian ramps. Public Works Director/City Engineer Swearingen explained the specifics of the ADA ped ramp being proposed was a style called directional. He noted this style of ped ramp would direct people to cross in a specific direction. He reported all of the ped ramps would be ADA compliant. Councilmember Scott commented the proposed condition may be redundant. Councilmember Holmes stated she would still like the condition added because the original plan presented to the Planning Commission showed ramps that were not ADA complaint. She indicated this condition would ensure the ramps met all ADA requirements. Mayor Grant supported the condition remaining in place. The amendment carried (5-0). AMENDMENT: Councilmember Holmes moved and Councilmember Holden seconded a motion to add Condition 6 to read: Developer shall provide additional lighting for the crosswalk as approved by the City Engineer. The amendment carried (5-0). The motion to approve Planning Case 21-028 for a Planned Unit Development Amendment for ISD #621, Mounds View High School at 1900 and 1901 Lake Valentine Road based on the Findings of Fact as amended by the two (2) conditions set forth in the January 10, 2022 report to the City Council and the addition of conditions three (3) through six (6) as indicated above carried (5- 0). ARDEN HILLS CITY COUNCIL – JANUARY 10, 2022 11 11. UNFINISHED BUSINESS None. 12. COUNCIL COMMENTS Councilmember Radziej stated he had been appointed to the City Council to replace Dave McClung and he was honored to help the City move forward. Councilmember Scott welcomed Councilmember Radziej to the City Council. He thanked all of the candidates that applied for the City Council position. He said farewell to the City’s Customer Service Representative Sue Johnson. Councilmember Scott discussed the residential fire that occurred in Arden Hills on Saturday, January 8. Councilmember Holmes welcomed Councilmember Radziej to the City Council. She wished Sue Johnson all the best and thanked the Public Works Department for all of their efforts during the recent snow events. Councilmember Holmes thanked the City’s block captains for all of their efforts on behalf of the community. Councilmember Holden welcomed Councilmember Radziej to the City Council and thanked all of the individuals that applied for this position. Mayor Grant reported the Council would be holding remote meetings going forward. Mayor Grant thanked all of the residents that applied for the open City Council seat. He explained Arden Hills had very talented and accomplished individuals and he was pleased these individuals were willing to serve. Mayor Grant wished Sue Johnson all the best. Councilmember Holden reported the celebration of life for Councilmember Dave McClung would be held on Saturday, January 15, 2022 at the Bethel Anderson Center at 2 Pine Tree Drive from 1:00 p.m. to 4:00 p.m. ADJOURN MOTION: Councilmember Holden moved and Councilmember Holmes seconded a motion to adjourn. The motion carried (5-0). ARDEN HILLS CITY COUNCIL – JANUARY 10, 2022 12 Mayor Grant adjourned the Regular City Council Meeting at 8:58 p.m. __________________________ __________________________ Julie Hanson David Grant City Clerk Mayor Approved: February 14, 2022 CITY OF ARDEN HILLS, MINNESOTA CITY COUNCIL WORK SESSION JANUARY 18, 2021 5:00 P.M. - ARDEN HILLS CITY COUNCIL CHAMBERS CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Mayor Grant called to order the City Council Work Session at 5:00 p.m. Note: On January 12, 2022 the Mayor signed a determination allowing Councilmembers to participate in City Council meetings via telephone pursuant to State Statute 13D.021 Present via telephone: Mayor David Grant, Councilmembers Brenda Holden, Fran Holmes, Steve Scott and David Radziej Absent: None Also present: City Administrator Dave Perrault, Public Works Director/City Engineer David Swearingen, and Deputy City Clerk Jolene Trauba 1.AGENDA ITEMS A.Pavement Conditions Index (PCI) Update and Maintenance Plan Public Works Director/City Engineer Swearingen stated that he would briefly touch on what the IMS survey was about, present the survey results, the proposed pavement rehabilitation plan from this year through 2030, the proposed maintenance plan for 2022 and next steps with that plan. Public Works Director/City Engineer Swearingen said that in May of last year, the City hired a contractor to survey the condition of all city streets using an automated method that utilizes lasers attached to a vehicle. This method guarantees a consistent evaluation for all 30 miles of street, compared to using staff to take measurements and visually estimate the condition. It is recommended by staff that we repeat the survey every three years. The data is collected and converted into our pavement management software, Icon. We have a goal of reaching a pavement condition index of 70. Just over 50% of streets are considered in good or better condition. These are streets that we typically maintain using preservation techniques. There's a significant number of streets that are rated as fair condition. These streets indicate the need for pavement rehabilitation. About 25% of the roads are marginal to poor. ARDEN HILLS CITY COUNCIL WORK SESSION – JANUARY 18, 2022 2 Public Works Director/City Engineer Swearingen reported that Attachment B showed the 2021 PCI directly from the automated survey when it was conducted in May of last year. This was prior to the 2021 PMP in the Hazelnut neighborhood and other street related projects from last year. Attachment C shows the PCI from the beginning of this year (2022). This map was generated after entering data into the pavement management software. Staff enters all pavement projects into the software including the reconstructs, full depth reclamation, seal coats, crack sealing etc. The software then depreciates the values over time using an algorithm. The PCI raised 2.6 points over last year's construction season. This jump is likely due to the large area of streets within the PMP project. The project scheduled for 2022 on Snelling Avenue North and the Arden Oaks neighborhood should show a similar improvement in the PCI since those large sections of street are currently rated so low. Public Works Director/City Engineer Swearingen explained that streets rated with a good PCI 65 or higher are candidates for preservation methods. These methods include crack sealing, seal coats and fog sealing, which are included in the scope of work with the Coon Rapids JPA contract. Large area patching and pothole filling is handled by our public works department. Streets with a rating of 45 to 65 fall into the category for rehabilitation methods which include mill and overlays or full depth reclamation and overlay. We do have a significant amount of payment within that range. Anything below 45 would call for at least a full depth reclamation project or a complete reconstruction because the pavement has met the end of its useful life. Public Works Director/City Engineer Swearingen stated that using this information staff is proposing the next PMP projects through 2030. These projects will be spaced two years apart, and will mainly consist of mill and overlay and full depth reclamation types of rehab projects. In 2022, will be the Snelling Avenue North improvements project that also includes Cummings Lane. Arden Oaks Drive and Arden Oaks Court are included in the Arden Oaks street improvements project. They will be brought to Council soon for approval of plans and specs and go out for bid in February. The 2024 project includes Colleen Avenue, Norma Avenue, and Briar Knoll. Those streets are localized west of Hamline and east of Snelling Avenue. The 2026 PMP is the Karth Lake neighborhood which is in the northeast corner of the city. 2028 PMP is in the southeast quadrant of the city and the 2030 PMP includes areas around Red Fox Road, Grey Fox Road, Cummings Park Drive and Stowe Avenue. Councilmember Holmes asked if Lake Valentine Road construction was still in 2022. Public Works Director/City Engineer Swearingen replied that he added in the short section just in front of the school which will be done by the school this summer. Those improvements are being done and funded by the school. Public Works Director/City Engineer Swearingen mentioned that these estimates for 2024 and beyond are just desktop estimates and are conservative numbers. Councilmember Holmes said she thought the Lake Valentine Road project was deferred until when some of the city work was done. Public Works Director/City Engineer Swearingen said they took some pavement cores along that stretch and noticed that the pavement section is actually in pretty good shape. The issues lie ARDEN HILLS CITY COUNCIL WORK SESSION – JANUARY 18, 2022 3 at the transverse cracking, so when you travel that road, it's like you're hitting speed bumps every 20 feet. What is planned for next year is to do a two inch mill strip to remove pavement over the transverse cracks, then paving and patching. That should smooth out the section of road. The rest of the surface, which is still in good shape, will remain in place. The PCI is 56 but that looks like it also includes the western portion of Lake Valentine Road, which was repaved in 2014 or 2015 as part of the bridge project. So, the eastern half of Lake Valentine Road is what’s bringing the PCI score down. What is planned for the summer with the transverse cracks should improve the condition of the road quite a bit. Public Works Director/City Engineer Swearingen showed a slide with the proposed 2022 street maintenance plan which includes preservation activities such as sealcoat, fog seal, crack sealing and large area patching. Most of the work is covered through the JPA with Coon Rapids, the patching will be done by our public works maintenance workers. Public Works will take the map, inspect all of the streets to be sealed coated and then determine the areas that need patches. This approach is different than previous years where public works focused their efforts on full width paving of street segments and will instead perform significant large area patching. Benefits of the large area patching are localizing the repair where needed and extending the useful life of the existing road that does not yet require rehabilitation. Using this approach enables repairs to be applied to dozens of streets instead of just a select few which results in the PCI raising at a higher rate. Councilmember Scott asked about the parking lot seal coat. Public Works Director/City Engineer Swearingen said that was a last minute delete on his part. That will be shifted to next year’s street maintenance plan. The City Hall parking lot is scheduled to be rehabbed this summer, so they will give it two or three years before seal coating it. Councilmember Holden asked if they could add Lametti and Bussard Court to the Snelling Avenue project? Public Works Director/City Engineer Swearingen replied that in his opinion it would be too late to add them to the 2022 project. Councilmember Radziej said he was looking at the proposed PMP projects and noticed the greens are probably a little better pavement than the red, from 60 to 79 reading verses 20 to 39. Why will the projects in red will go before the projects in green? Public Works Director/City Engineer Swearingen responded that the Karth Lake neighborhood is relatively close to the same as what's in red, not including Bussard, but otherwise they're all within the mid 50s. What is proposed for this year's maintenance plan is to do large area patching within the southeast quadrant with a sealcoat applied over the top of those large area patchings. With that method the PCI should be raised and prolong the life of those roads until they do a real rehab project in 2028. If Council wishes to do the southeast quadrant prior to Karth Lake they would do a similar approach with large area patching with a sealcoat. Councilmember Holden asked if any street would go to total reconstruction. ARDEN HILLS CITY COUNCIL WORK SESSION – JANUARY 18, 2022 4 Public Works Director/City Engineer Swearingen stated with this approach they are able to maintain several roads to keep the PCI up and to keep the road out of the stage where it needs a full depth reconstruction for quite some time. Full reconstruct typically costs twice as much as mill and overlay and full depth reclamation. Mayor Grant said that the goal of 70 was never really adopted by the Council. That was generally agreed upon with the company that did the PCI ratings. This is the first time they’ve done this automated system to map out exactly where we are in a very objective fashion, using the software in a vehicle, rather than having staff try and rate the roads. We're trying to get a handle on if we are we behind or gaining as we look at where to spend our budget. Councilmember Radziej said he thought it's a fantastic tool, but wondered if we have another overlay of all of our sewers so that we aren’t paving the road and then five years later tearing it all up because a sewer line has aged out. Public Works Director/City Engineer Swearingen responded that there are condition maps for our sanitary and our water main. They also track water main breaks with our GIS mapping so they can see trends where those breaks are occurring, whether it’s on the main or if it's on the service connection. The data is tracked to put into these pavement projects. Public Works Director/City Engineer Swearingen said the tentative schedule and planned quantities for the Coon Rapids GPA are due February 4. Bids will be opened with Coon Rapids on March 11. This will be brought to City Council for concurrence on March 28. As soon as the plan is approved and the asphalt plants open they'll start looking at the large area patches and typical pothole patching across the city. Crack sealing is typically done in July, followed by the sealcoat in August. Public Works Director/City Engineer Swearingen stated that using this approach, and following this plan, staff was able to project the PCI from now to 2026. At the end of 2021the PCI jumped and the 2022 PCI is projected after the Snelling Avenue North and the Arden oaks neighborhood projects are complete. You'll see another large jump and that's again due to the fact that those streets are at such low PCI now. Those will jump to 100 PCI. There isn’t a PMP plan for 2023, they will do maintenance that year. 2024 will be the recommended three-year cycle for reevaluating the streets with a survey. Mayor Grant asked if when ICON does their projections if they take into consideration that one road has transverse cracks and the next one has alligator cracks? Or is it just your PCI is going to go down at this rate, regardless of the type of deterioration? Public Works Director/City Engineer Swearingen replied that it uses the types of cracks and measuring of the cracks to determine the PCI, and that PCI is entered into a curve so it depreciates through time. The next step will be staff taking pavement cores within the proposed PMP project areas. This will help determine the type of pavement rehab; whether it be a mill and overlay or full depth reclamation. These will then be assessed through geotechnical reports. Along with reviewing the pavement sections they will assess the condition of the water and sewer utilities to determine what repair or improvements are needed. Each year they will continue with annual street maintenance and will revisit it each year to determine what exactly the maintenance strategy is. For the proposed 2024 PMP, a feasibility study will need to be completed to follow state ARDEN HILLS CITY COUNCIL WORK SESSION – JANUARY 18, 2022 5 statute for assessment process. The cost estimates will be updated as more information is gathered and as the market prices change. Councilmember Holden wondered what happens in 2023? If they've done a significant amount large patching are they able to do a small segment of red areas instead of waiting to go through the whole process later. Public Works Director/City Engineer Swearingen clarified that they will have an annual street maintenance plan. Typically, seal coating on a four to five year cycle, so each street will get seal coated every four to five years. The public works department will take the seal coat project plan or the street maintenance plan and then assess the roads for where those large area patches are needed. He hasn’t created that plan yet, but because Bussard and Lametti are on a PMP, they could look at adding those two segments to the 2023 maintenance plan. That allows the 2022 project to be completely closed out and then the large area patches won’t conflict with construction projects from this year. Public Works Director/City Engineer Swearingen said there was a time when the emulsion being used in seal coating didn’t bond appropriately to the asphalt. Everyone was having the issue of delamination where the emulsion was separating the chip seal from the pavement. Since then MnDOT has redesigned the mix for that emulsion and they’re not seeing that issue anymore. Mayor Grant said they should put this report down as an annual review. He felt it was nice to have an automated, objective evaluation. Councilmember Holden questioned whether they would want to use the same company. Public Works Director/City Engineer Swearingen said the delay was in part due to the company accepting too many projects and not having enough vehicles. And also that the city contracted with them later in the fall. We can’t evaluate our streets until spring and once the pavement is drier. Staff will make sure to get the contract done earlier and make a stipulation of when the survey needs to be completed. Councilmember Radziej asked if the equipment gave them any real depth or imaging of what’s underneath the asphalt surface. Public Works Director/City Engineer Swearingen responded that this does not take a profile of the road segment, this is just a surface scan of the of the road. Staff will be taking pavement cores to see what shape the pavement section is in. They’ll also be taking some soil borings in some locations. Full depth reconstruction would be in areas where they believe utilities would need to be replaced. A brief review of the condition of the existing utilities shows they don't need to be replaced, and there isn’t a history of breaks in the areas, so they won't be doing full reconstruction. They might be doing some full depth reclamation, for example on Norma Avenue just north of Dawn Circle. It's quite deteriorated and they may have to do some full depth mill and overlay. If a full depth full reconstruction is needed, it will be due to utility replacement rather than the pavement itself being in bad shape. ARDEN HILLS CITY COUNCIL WORK SESSION – JANUARY 18, 2022 6 B. MnDOT Highway Speed Signs City Administrator Perrault stated that last year the city worked to get a speed sign installed on southbound Highway 51 in the Snelling Avenue, Glenhill Road intersection area. During previous discussions, Council requested looking at a northbound sign somewhere along Snelling. There is an existing sign in inventory so the city would only be paying for installation costs of about $2,700, and potential permit fees. The city received an email suggesting Council also consider a speed sign on eastbound 96. Any work or installation permit on Highway 96 would have to go through Ramsey County. Mayor Grant noted that there were two fatalities at the intersection on the Old Snelling access to Highway 96. When going eastbound on 96 to make the turn to southbound Old Snelling, the cars sneak up on you deceptively fast, partially because they're coming uphill. Councilmember Holden said she was thinking it should go on northbound Snelling. But because the speed limit isn’t being enforced between County Road E and 694, putting the sign there doesn’t seem worthwhile. Putting it on 96 might have some extra merit, compared to putting it on Highway 51. Councilmember Radziej stated that he would lean towards going north on Snelling but south of County Road E, north of the Snelling connection, around Hamline or the city boundary. Councilmember Holmes commented that she wanted to advocate for both locations. On Snelling there are people merging off of County Road E and further up there are people merging from Red Fox Road. She thought it should be closer to E. She sees people slowing down by the sign on Old 10. On Highway 96 were they talking about the intersection crossing the bridge to the stoplight? Mayor Grant said he was thinking somewhere just east of the Holiday gas station, maybe about halfway or a third of the way down. But there is only one sign available. Councilmember Holmes said if there was only one, she would go with 96 because that was a problem in the past. Councilmember Scott stated that he didn’t think northbound Snelling is a huge priority, there are pretty good sight lines northbound. There are a couple of spots on Highway 96 that he would prefer to have a sign, focused around Keithson. Councilmember Holmes felt the Mayor’s idea of having it by the Holiday gas station was a better idea because of the left-hand turn. Mayor Grant added that particular turn is the one students use to drive to the high school and during periods of the day there is a pretty solid amount of left turn traffic. If we put a sign somewhere between the Holiday and that turn, people will slow down and hopefully not pick their speed back up as they go toward Keithson. Councilmember Holmes said maybe our traffic engineer could study this before it comes to the Council for approval. ARDEN HILLS CITY COUNCIL WORK SESSION – JANUARY 18, 2022 7 Mayor Grant said staff should take a look to see exactly where should it should be put to have maximum impact, and then bring it back to Council. C. New Resident Guide Discussion City Administrator Perrault noted that Council had requested this item and asked that they consider some form of information guide for residents that are moving into the city. If so, how often they would want it mailed, would they prefer it be mailed or handed out at City Hall, quarterly or monthly distribution? Staff is assuming that the water utility billing system would be used to identify new accounts and new residents. Would they like it to be one page, a lengthy brochure or somewhere in the middle? An attachment was provided of what the previous communications coordinator was working on a few years ago, he noted that it would need to be updated. Councilmember Holmes said she remembered when they moved in 30 years ago they got a bookmark like card with phone numbers on it. She wondered if we should give people something they could put on their refrigerator like a magnet or bookmark with some basic information, and then have the rest on the internet. She asked if we have any idea how many new residents we have a month or quarterly. City Administrator Perrault said he did not, but would get that information to them by the end of the week. Councilmember Holmes said in one city she knows of, one of the council members or the mayor goes to the new resident’s home and leaves the bookmark. Councilmember Scott thought the trash/recycling schedules and information about pet licensing would be important to include. Councilmember Holden felt it should be brief. She would want to know who the garbage haulers are, if you can park in the street, that the city has newsflashes and a Facebook page, when the water bill is due, what you need a permit for, info on recreational fires, and other common things. Mayor Grant liked the idea of directing people to the internet, but at the same time, they should mail people something they could have in their hands. If they want more detail they can be directed to specific portions of our website. But when you're a new resident and you get something in the mail you'll probably read it and maybe keep it. Councilmember Holmes agreed but thought the whole resident guide should be on the city website. Councilmember Radziej said he would want to know where the post office was, and a map of trails. He thought local businesses could place an ad around a map of the city showing where the parks, libraries and other interesting things are located. Councilmember Scott liked the idea of a mailing. ARDEN HILLS CITY COUNCIL WORK SESSION – JANUARY 18, 2022 8 City Administrator Perrault mentioned there is a new resident page on our website, but new residents probably don't know it's there. The guide could highlight that and it could be made more robust on the website. He asked if they would like to see examples at the next meeting. A one- page document or a magnet mockup could be done by the Communications Coordinator. Mayor Grant said they could list the link to the PDF on the website of all the trails and noted that the map is on the back of the Park and Rec guide as well. Councilmember Holmes said a lot of the information they’d like new residents to know is already on the website but needs to be highlighted. Mayor Grant suggested staff highlight the new resident guide on the website, and then as council members they can take a look at it and proof it from there. Anything they would mail could be taken from the website. City Administrator Perrault said they won’t be able to tell if a new resident or current resident has looked at the online guide, but they can get that page count and put it in the admin update. Councilmember Holden left the meeting at 6:10 p.m. Mayor Grant directed staff to elevate the resident guide on the website, council can submit comments and then they’ll know what’s going to be mailed as it will be on the website. D. City Council Photos City Administrator Perrault said the Communications Coordinator can take everyone’s headshot or do a group photo. Discussion ensued. It was decided that a group photo and headshots would be taken at the May 9, meeting, assuming they are holding in person meetings. E. Council Tracker City Administrator Perrault reviewed the Council Tracker with the Council. After discussion, the Mounds View High School Traffic Meeting item was removed. 2. COUNCIL COMMENTS AND STAFF UPDATES Councilmember Scott said that tomorrow morning, he and the City Planner were going to be on a zoom call with the Federal Reserve Bank as they release their dashboard on the status of affordable housing in the metropolitan area. He was at a similar in person seminar three years ago that was very widely attended, that had to do with innovative zoning practices for affordable housing. He thought it was important for the residents to understand that the city, including the council, are looking at in discussing affordable housing. ARDEN HILLS CITY COUNCIL WORK SESSION – JANUARY 18, 2022 9 Councilmember Radziej reported that he attended the Arden Hills/Shoreview Business Council meeting. He also has a meeting set up with staff to get more in-depth information about being on the council. Councilmember Scott noted that Terry Quigley from the Shoreview city council passed away. ADJOURN Mayor Grant adjourned the City Council Work Session at 6:30 p.m. __________________________ __________________________ Jolene Trauba David Grant Deputy City Clerk Mayor CONSENT ITEM - 6A MEMORANDUM DATE: February 14, 2022 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Gayle Bauman, Finance Director Pang Silseth, Accounting Analyst SUBJECT: Claims and Payroll Listing Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Motion to approve, table or deny the following: Claims and Payroll Listing All items need a simple majority for action unless otherwise noted. Memo Background Payroll is processed biweekly and accounts payable is processed weekly. Budget Impact N/A Attachments 2022 Payroll #2 $99,806.60 2022 Payroll #3 $131,845.43 Total Payroll $231,652.03 Paid Claims - 12/31/2021 ACH & 01/01/2022-02/04/2022 (Check Nos. 50602-50679 and ACH Checks)$1,484,979.33 Total Accounts Payable $1,484,979.33 Total Claims $1,716,631.36 CITY OF ARDEN HILLS PAYROLL # 2 CHECKS DATED: 01/21/22 Biweekly: 01/01/22 - 01/14/22 EMPLOYEE DEDUCTIONS AMT.Payment Method FIT 7,616.02 EFT SIT 3,343.44 EFT FICA Oasdi 5,153.75 EFT FICA Medicare 1,205.33 EFT TOTAL TAXES 17,318.54 Health Premium 1,846.27 A/P Check* Dental Premium 275.24 A/P Check* FSA Health Care Reimb. 50.00 A/P Check* FSA Dependent Care Reimb.A/P Check* TOTAL FLEXIBLE SPENDING 2,171.51 HSA Health Saving 915.00 Health Care Savings Plan-Retirement EFT Health Care Savings Plan-2%EFT Health Care Savings Plan-4%EFT TOTAL HEALTH SAVINGS 915.00 PERA 4,815.11 EFT ICMA 2,584.09 EFT Central Pension Fund-Union 1,536.00 A/P Check* MN State Retirement System 801.07 EFT TOTAL RETIREMENT 9,736.27 IUOE 49 Dues (Union) 140.00 A/P Check* LTD/STD Insurance A/P Check* PERA Life Insurance 16.00 A/P Check* Life/Addl/Dep Life 41.49 A/P Check* Life/Addl non-tax 7.50 A/P Check* UNUM 19.51 A/P Check* AFLAC 22.76 EFT TOTAL VOLUNTARY 247.26 Total Employee Deductions 30,388.58 Net Payroll 0.00 Direct Deposit 55,853.04 EFT Gross Payroll Tie-Out 86,241.62 Plus City Paid Benefit 13,564.98 TOTAL PAYROLL COST 99,806.60 FICA TIE-OUT Gross Payroll 86,241.62 Less Total FSA 2,171.51 Less Total H.SA 915.00 Less Voluntary Ins 30.26 Net P/R Subject to FICA 83,124.85 FICA Oasdi @ 6.20% 5,153.75 FICA Medicare @ 1.45% 1,205.33 Note: Federal and State Payroll Tax obligations are satisfied by means of utilizing the US Bank Easy Tax Deposit Service. Transfers are typically made up to two days after the payroll date. * A/P Checks can be found on the ACCOUNTS PAYABLE Check Approval report. Checks may be paid this week or the following week. 6,359.08 CITY BENEFIT 5,153.75 1,205.33 0.00 434.40 1,090.61 0.00 1,090.61 125.00 125.00 5,555.89 5,990.29 0.00 CITY OF ARDEN HILLS PAYROLL # 3 CHECKS DATED: 02/04/22 Biweekly: 01/15/22 - 01/28/22 EMPLOYEE DEDUCTIONS AMT.Payment Method FIT 8,616.74 EFT SIT 3,684.29 EFT FICA Oasdi 5,723.45 EFT FICA Medicare 1,338.55 EFT TOTAL TAXES 19,363.03 Health Premium 1,671.01 A/P Check* Dental Premium 200.36 A/P Check* FSA Health Care Reimb. 50.00 A/P Check* FSA Dependent Care Reimb. 0.00 A/P Check* TOTAL FLEXIBLE SPENDING 1,921.37 HSA Health Saving 915.00 Health Care Savings Plan-Retirement 0.00 EFT Health Care Savings Plan-2% 0.00 EFT Health Care Savings Plan-4% 0.00 EFT TOTAL HEALTH SAVINGS 915.00 PERA 4,861.96 EFT ICMA 2,654.84 EFT Central Pension Fund-Union 1,536.00 A/P Check* MN State Retirement System 801.07 EFT TOTAL RETIREMENT 9,853.87 IUOE 49 Dues (Union) 140.00 A/P Check* LTD/STD Insurance 1,271.05 A/P Check* PERA Life Insurance 16.00 A/P Check* Life/Addl/Dep Life 43.49 A/P Check* Life/Addl non-tax 9.60 A/P Check* UNUM 19.51 A/P Check* AFLAC 22.76 EFT TOTAL VOLUNTARY 1,522.41 Total Employee Deductions 33,575.68 Net Payroll 0.00 Direct Deposit 62,056.26 EFT Gross Payroll Tie-Out 95,631.94 Plus City Paid Benefit 36,213.49 TOTAL PAYROLL COST 131,845.43 FICA TIE-OUT Gross Payroll 95,631.94 Less Total FSA 1,921.37 Less Total H.SA 915.00 Less Voluntary Ins 32.36 Less Non Taxable Reimbursement 450.00 Net P/R Subject to FICA 92,313.21 FICA Oasdi @ 6.20% 5,723.45 FICA Medicare @ 1.45% 1,338.55 Note: Federal and State Payroll Tax obligations are satisfied by means of utilizing the US Bank Easy Tax Deposit Service. Transfers are typically made up to two days after the payroll date. * A/P Checks can be found on the ACCOUNTS PAYABLE Check Approval report. Checks may be paid this week or the following week. 7,062.00 434.40 21,502.53 505.70 22,008.23 1,000.00 CITY BENEFIT 5,723.45 1,338.55 1,000.00 5,609.96 6,044.36 98.90 98.90 Accounts Payable User: Printed: gayle.bauman 2/4/2022 2:43 PM Checks by Date - Detail by Check Date Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription ACH001 US BANK 12/31/2021ACH ARVIM122021 CARHARTT-Clothing Allowance 159.97 ARVIM122021 THE HOME DEPOT 2828-Clothing Allowance 213.18 ARVIM122021 SQ *DAVIS LOCK AND SAFE 71.76 BAARS122021 BEISSWENGERS HARDWARE-Drive Guide 19.30 BAARS122021 BEISSWENGERS HARDWARE Pruner 43.98 BAARS122021 MENARDS BLAINE MN-Post Mount 64.24 BAARS122021 FLEET FARM 3100-supplies 87.65 BAARS122021 THE HOME DEPOT #2828 Mailbox & lumber 131.39 BAUMG122021 AMZN MKTP US*4F6QV65W3 Cables 27.97 BEEBT122021 MENARDS BLAINE MN-roto saw and xbits 136.00 CHRIM122021 HOLIDAY STATIONS 0386-Training Per Diem 5.78 CHRIM122021 TAVERN 4 & 5-Training Per Diem 37.18 CHRIM122021 TAVERN 4 & 5-Training Per Diem 44.86 CHRIM122021 TAVERN 4 & 5-Training Per Diem 27.04 FRIDJ122021 AMZN MKTP US*RG9IV8NA3 mounting band 24.90 FRIDJ122021 WARNERS' STELLIAN SP washer & dryer 1,199.94 GEBAM122021 GOPHER PLUMBING SUPPLY-S Water Tower Drain 94.21 GEBAM122021 IN *ROCK GARDENS INC Mulch 107.10 HANSJ122021 WALGREENS #15123 CC Xmas Cards 34.80 HANSJ122021 DAVANNIS #10 CC Worksession 115.40 MIKAT122021 APPLE.COM/BILL 0.99 MIKAT122021 NORTHERN TOOL+EQUIP pressure washer city hall 293.97 MIKAT122021 HOLIDAY STATIONS 0386-window wash 5.15 REBATE122021 US BANK REBATE -128.40 SEIFM122021 FLEET FARM 700-Clothing Allowance 39.99 SEIFM122021 CARHARTT RETAIL LLC-Clothing Allowance 89.98 SEIFM122021 DULUTH TRADING STORE Clothing Allowance 55.00 SWEAD122021 U OF M CONTLEARNINGTraining 75.00 VAUGJ122021 THE CARY COMPANY Trash Lids 1,433.48 VAUGJ122021 WWW.PEACHJAR.COM Rec Class Flyers 320.00 VAUGJ122021 PAPA JOHN'S #4402-Fraudulent Charge 51.39 4,883.20Total for this ACH Check for Vendor ACH001: ACH002 AFLAC 12/31/2021ACH 465712 Insurance Premiums- Dec 2021 45.52 45.52Total for this ACH Check for Vendor ACH002: 4,928.72Total for 12/31/2021: Report Total (2 checks): 4,928.72 Page 1AP Checks by Date - Detail by Check Date (2/4/2022 2:43 PM) Accounts Payable User: Printed: gayle.bauman 2/4/2022 2:42 PM Checks by Date - Detail by Check Date Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 0192 GRAINGER INC 01/07/2022ACH 9153072237 Fuel Nozzle 52.86 9156155427 Gasoline Hose Assembly 199.52 252.38Total for this ACH Check for Vendor 0192: 0243 METROPOLITAN COUNCIL-WASTE WATER01/07/2022ACH 0001132871 January Wastewater 68,098.24 68,098.24Total for this ACH Check for Vendor 0243: 0285 XCEL ENERGY 01/07/2022ACH 761491469 11/11/21-12/14/21 1,153.59 761491469 11/11/21-12/14/21 1,600.75 761491469 11/11/21-12/14/21 272.94 761491469 11/11/21-12/14/21 56.37 761491469 11/11/21-12/14/21 1,862.09 761491469 11/11/21-12/14/21 2,342.63 761491469 11/11/21-12/14/21 1,823.94 9,112.31Total for this ACH Check for Vendor 0285: 0382 ICMA RETIREMENT TRUST - 106944 01/07/2022ACH PR 22-01 PR Batch 00100.01.2022 ICMA Employee Percent 401PR Batch 00100.01.2022 ICMA Employee Percent 401 365.51 PR 22-01 PR Batch 00100.01.2022 ICMA Employer Percent 401PR Batch 00100.01.2022 ICMA Employer Percent 401 421.74 787.25Total for this ACH Check for Vendor 0382: 0387 ICMA RETIREMENT TRUST #302482 01/07/2022ACH PR 22-01 PR Batch 00100.01.2022 ICMA Employee PercentPR Batch 00100.01.2022 ICMA Employee Deduction 324.19 PR 22-01 PR Batch 00100.01.2022 ICMA Employee DeductionPR Batch 00100.01.2022 ICMA Employee Deduction 1,999.54 2,323.73Total for this ACH Check for Vendor 0387: 0706 CERTIFIED LABORATORIES 01/07/2022ACH 7625138 Supplies 1,304.98 1,304.98Total for this ACH Check for Vendor 0706: 0922 NINENORTH 01/07/2022ACH 2021272 2021 State of City 1,880.86 1,880.86Total for this ACH Check for Vendor 0922: 10476 TWIN CITIES COMMERCIAL CLEANERS01/07/2022ACH 0122T128 Janitorial Services-December 2,005.58 2,005.58Total for this ACH Check for Vendor 10476: 1125 BOLTON & MENK INC 01/07/2022ACH 0281426 2021 PMP 3,026.00 Page 1AP Checks by Date - Detail by Check Date (2/4/2022 2:42 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 3,026.00Total for this ACH Check for Vendor 1125: 1363 WATER CONSERVATION SERVICES INC 01/07/2022ACH 11902 Leak Locate-Arden View Ct. 304.00 304.00Total for this ACH Check for Vendor 1363: 2490 CORE & MAIN LP 01/07/2022ACH Q120021 Gate Valve 798.00 798.00Total for this ACH Check for Vendor 2490: 2654 GOODPOINTE TECHNOLOGY INC 01/07/2022ACH 4225 2022 ICON Support Agreement 3,720.00 3,720.00Total for this ACH Check for Vendor 2654: 4709 WARNING LITES INC 01/07/2022ACH 234061 Sign Speed-TH 51 2,250.00 2,250.00Total for this ACH Check for Vendor 4709: 4889 COMMUNITY FOOTWORKS 01/07/2022ACH 0152022 January Foot Care Clinic 297.50 297.50Total for this ACH Check for Vendor 4889: 5493 JOLENE TRAUBA 01/07/2022ACH 010322 Mileage Reimbursement Nov-Dec 36.01 36.01Total for this ACH Check for Vendor 5493: 6060 BATTERIES PLUS 01/07/2022ACH P43194268 12 V Batteries 21.90 21.90Total for this ACH Check for Vendor 6060: 6077 CIVICPLUS 01/07/2022ACH 220267 CivicEngage Training 750.00 750.00Total for this ACH Check for Vendor 6077: 7025 ON SITE COMPANIES -OSSTC INC 01/07/2022ACH 0001258041 Restrooms 12/25/21-1/21/22 311.00 311.00Total for this ACH Check for Vendor 7025: 7084 OMNISITE 01/07/2022ACH 81918 2022 Support Agreement 7,221.00 7,221.00Total for this ACH Check for Vendor 7084: 7508 MED COMPASS 01/07/2022ACH 40309 Hearing Test 87.00 87.00Total for this ACH Check for Vendor 7508: 8032 PACE ANALYTICAL FIELD SVC INC 01/07/2022ACH 1221-5470 December Drinking Water Survey 796.25 796.25Total for this ACH Check for Vendor 8032: Page 2AP Checks by Date - Detail by Check Date (2/4/2022 2:42 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription TCCC TWIN CITIES NORTH CHAMBER OF COMMERCE01/07/2022ACH 2021285 2022 Membership Fees 475.00 475.00Total for this ACH Check for Vendor TCCC: ADVS ADVANTAGE SIGNS & GRAPHICS INC 01/07/202250602 00049769 Park Signs-Dog Leashe/Dog Waste 163.25 00049771 Park Sign-City Property Ends 49.95 213.20Total for Check Number 50602: 5748 CITY ENGINEERS ASSOCIATION OF MINNESOTA01/07/202250603 12302021 2022 CEAM Membership 60.00 60.00Total for Check Number 50603: DMLP DELL MARKETING LP 01/07/202250604 10547365036 Computer AH805 657.00 657.00Total for Check Number 50604: 10218 HR GREEN INC 01/07/202250605 149101R Engineering Services -November 11,964.00 149228 RRA -December 3,036.50 15,000.50Total for Check Number 50605: 0447 I.U.O.E LOCAL 49 BENEFIT FUND-INSURANCE01/07/202250606 BP3.0222 February Insurance 10,600.00 NB4.0222 February Insurance 1,527.00 12,127.00Total for Check Number 50606: 10356 JACON LLC 01/07/202250607 6897 excavation spoils/sand stockpiling 11/18/21 9,947.14 6897 excavation spoils/sand stockpiling 11/18/21 2,486.78 12,433.92Total for Check Number 50607: 0495 LAKE JOHANNA FIRE DEPARTMENT INC01/07/202250608 830 2022 1st Half Payment 348,337.35 835 Reimb 2021 #3 Tire Replacement 1,275.00 349,612.35Total for Check Number 50608: 0600 NCPERS GROUP LIFE INS 01/07/202250609 315800012022 January Insurance 32.00 32.00Total for Check Number 50609: 3100 PROVIDENT LIFE AND ACCIDENT INS CO01/07/202250610 E0471136.1221 December Insurance 39.02 39.02Total for Check Number 50610: 0811 RAMSEY COUNTY 01/07/202250611 PRRRV-001731 2022 TNT Notice 698.27 698.27Total for Check Number 50611: 0282 REPUBLIC SERVICES #899 01/07/202250612 0899-003827073 PW Waste-December 211.06 Page 3AP Checks by Date - Detail by Check Date (2/4/2022 2:42 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 211.06Total for Check Number 50612: 1054 SHI INTERNATIONAL CORP 01/07/202250613 B14538295 Acrobat Pro-PW 57.00 57.00Total for Check Number 50613: 1161 VALLEY-RICH CO INC 01/07/202250614 30249 1220 County Rd E 8,329.50 8,329.50Total for Check Number 50614: 505,329.81Total for 1/7/2022: 0189 GOPHER STATE ONE CALL 01/14/2022ACH 1120185 December locates 26.10 1120185 December locates 26.10 1120185 December locates 26.10 78.30Total for this ACH Check for Vendor 0189: 0192 GRAINGER INC 01/14/2022ACH 9162015235 Washers 4.86 9164969355 Battery 247.03 9165106635 Work light and markers 123.94 9169809150 Eye Wash 236.32 612.15Total for this ACH Check for Vendor 0192: 0230 MTI DISTRIBUTING INC 01/14/2022ACH 1331726-00 Mower fuel filter and gasket 24.92 24.92Total for this ACH Check for Vendor 0230: 0243 METROPOLITAN COUNCIL-WASTE WATER01/14/2022ACH 0001134754 February Wastewater 68,098.24 68,098.24Total for this ACH Check for Vendor 0243: 0292 OXYGEN SERVICE COMPANY INC 01/14/2022ACH 3512709 December rental 28.52 28.52Total for this ACH Check for Vendor 0292: 0320 HEALTH PARTNERS INC 01/14/2022ACH 109946833 February Insurance 856.13 856.13Total for this ACH Check for Vendor 0320: 1223 ADAM'S PEST CONTROL - MAIN 01/14/2022ACH 3426788 January Pest Control 78.03 78.03Total for this ACH Check for Vendor 1223: 2490 CORE & MAIN LP 01/14/2022ACH Q150095 Parts to repair sleeve 307.48 Q150100 Parts for stock 1,160.94 Q182241 Repair Clamp 228.38 Page 4AP Checks by Date - Detail by Check Date (2/4/2022 2:42 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 1,696.80Total for this ACH Check for Vendor 2490: 5173 BADGER METER 01/14/2022ACH 1481174 Gateway Fee-Add'l Q1 2022 54.00 54.00Total for this ACH Check for Vendor 5173: 6129 FAST SIGNS INC 01/14/2022ACH 204-57173 Nametags, office signage 173.64 173.64Total for this ACH Check for Vendor 6129: 7501 KELLY & LEMMONS PA 01/14/2022ACH 57425 December prosecution 3,258.73 3,258.73Total for this ACH Check for Vendor 7501: 8870 CHET'S SHOES INC 01/14/2022ACH 51643 Boots - Arvidson & Seifert 400.00 400.00Total for this ACH Check for Vendor 8870: BOND BOND TRUST SERVICES CORP 01/14/2022ACH 67090 Ref: 331734-Utility Revenue Bonds, 2018A 30,000.00 67090 Ref: 331734-Utility Revenue Bonds, 2018A 5,025.00 67090 Ref: 331734-Utility Revenue Bonds, 2018A 32,275.00 67090 Ref: 331734-Utility Revenue Bonds, 2018A 190,000.00 68450 Ref: 68450-PA Utility Revenue Bonds, 2018A 411.00 68450 Ref: 68450-PA Utility Revenue Bonds, 2018A 64.00 257,775.00Total for this ACH Check for Vendor BOND: JOHC JOHNSON CONTROLS INC 01/14/2022ACH 1-112200402724 2022 Service Agreement-Fire & ROC 2,091.00 1-112201856736 2022 Service Agreement-HVAC & FMS PSA 5,210.00 7,301.00Total for this ACH Check for Vendor JOHC: TOII TOKLE INSPECTIONS INC 01/14/2022ACH 122021 December inspections 1,956.20 1,956.20Total for this ACH Check for Vendor TOII: 0131 BEISSWENGERS DO IT BEST 01/14/202250615 537584 Anchor-City Hall 10.49 537961 Mower Gasket 7.99 18.48Total for Check Number 50615: 10466 C&L EXCAVATING INC 01/14/202250616 2021-00630 Hydrant Rental Deposit Refund #2021-00630 2,000.00 2,000.00Total for Check Number 50616: CPF1 CENTRAL PENSION FUND 01/14/202250617 184503.1221 December pension 1,228.80 1,228.80Total for Check Number 50617: 1033 COMCAST 01/14/202250618 0098681.0122 Service1/5-2/4 111.32 0101030.0122 Service1/3-2/2 108.35 Page 5AP Checks by Date - Detail by Check Date (2/4/2022 2:42 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 219.67Total for Check Number 50618: 10244 COMCAST BUSINESS INC 01/14/202250619 137823963 January Service 494.38 494.38Total for Check Number 50619: 0176 FRATTALLONES HARDWARE INC 01/14/202250620 095008/A Supplies 8.99 8.99Total for Check Number 50620: 10218 HR GREEN INC 01/14/202250621 149389 December on call engineering 10,638.25 149389 December MS4 permit 92.50 149389 December parks engineering 45.75 149390 Dec engineering PC 18-014 AR #467 720.00 11,496.50Total for Check Number 50621: 0390 INT'L UNION OPERATING ENGINEERS-UNION DUES01/14/202250622 1200.0122 January Dues 280.00 280.00Total for Check Number 50622: 10448 MARCO TECHNOLOGIES LLC 01/14/202250623 461742777 Copier Contract 12/25-1/25 35.36 461742777 Copier Contract 12/25-1/25 200.35 235.71Total for Check Number 50623: 5443 METRO PRODUCTS INC 01/14/202250624 164074 Supplies 118.59 118.59Total for Check Number 50624: 10271 MN PEIP 01/14/202250625 1158483 February Insurance 11,833.74 11,833.74Total for Check Number 50625: 10373 QUADIENT FINANCE USA INC 01/14/202250626 6418.113021 Postage 1,000.00 1,000.00Total for Check Number 50626: 0811 RAMSEY COUNTY 01/14/202250627 FLEET-000688 December fuel 3,499.38 PUBW-019507 Salt November & December 12,075.00 15,574.38Total for Check Number 50627: 10354 ST. PAUL PIONEER PRESS 01/14/202250628 1221572589 Ord 21-012 fee schedule 21.60 1221572589 PC 21-028 MVHS PUD amendment AR #627 47.70 1221572589 Del UB legal 28.80 98.10Total for Check Number 50628: AR-Stah STAHL CONSTRUCTION COMPANY 01/14/202250629 GE 2018-01149 Escrow Refund GE 2018-01149; 4800 Hamline Ave 3,790.66 Page 6AP Checks by Date - Detail by Check Date (2/4/2022 2:42 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 3,790.66Total for Check Number 50629: STII STRATEGIC INSIGHTS INC 01/14/202250630 21Plan-It-253 License Period 03/22-03/23 775.00 775.00Total for Check Number 50630: 3099 TRI STATE BOBCAT INC-LITTLE CANADA01/14/202250631 A97978 #85453-parts 660.40 A98106 #85453-parts 30.90 A98185 #85453-parts 10.86 702.16Total for Check Number 50631: 392,266.82Total for 1/14/2022: 0022 THOMAS MIKACEVICH 01/21/2022ACH 01182022 dish soap 17.12 17.12Total for this ACH Check for Vendor 0022: 0189 GOPHER STATE ONE CALL 01/21/2022ACH 2000185 2022 Operator Fee 16.66 2000185 2022 Operator Fee 16.67 2000185 2022 Operator Fee 16.67 50.00Total for this ACH Check for Vendor 0189: 0192 GRAINGER INC 01/21/2022ACH 9179390779 Snow Brush 40.87 40.87Total for this ACH Check for Vendor 0192: 0319 CITY OF ROSEVILLE 01/21/2022ACH 0230615 IT Support-January 7,535.16 7,535.16Total for this ACH Check for Vendor 0319: 0327 STAPLES INC 01/21/2022ACH 3495719957 Supplies 7.89 3495719958 Supplies 48.38 3495719958 Supplies 21.99 3495719959 Supplies 74.97 3496069919 Supplies 77.99 3496069919 Supplies 42.47 273.69Total for this ACH Check for Vendor 0327: 0382 ICMA RETIREMENT TRUST - 106944 01/21/2022ACH PR# 22.02 PR Batch 00200.01.2022 ICMA Employer Percent 401PR Batch 00200.01.2022 ICMA Employer Percent 401 434.40 PR# 22.02 PR Batch 00200.01.2022 ICMA Employee Percent 401PR Batch 00200.01.2022 ICMA Employee Percent 401 376.48 810.88Total for this ACH Check for Vendor 0382: 0387 ICMA RETIREMENT TRUST #302482 01/21/2022ACH PR Batch 00200.01.2022 ICMA Employee PercentPR Batch 00200.01.2022 ICMA Employee Percent 208.07 PR Batch 00200.01.2022 ICMA Employee DeductionPR Batch 00200.01.2022 ICMA Employee Deduction 1,999.54 2,207.61Total for this ACH Check for Vendor 0387: Page 7AP Checks by Date - Detail by Check Date (2/4/2022 2:42 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 0453 CONTINENTAL RESEARCH CORP 01/21/2022ACH 0032542 Bacto Dose 968.00 968.00Total for this ACH Check for Vendor 0453: 0549 ABLE HOSE & RUBBER LLC INC 01/21/2022ACH 226667-001 Gatevalve 322.93 322.93Total for this ACH Check for Vendor 0549: 10474 RECYCLE TECHNOLOGIES 01/21/2022ACH 217871 Recycling-bulbs and HIDs 6.23 6.23Total for this ACH Check for Vendor 10474: 10479 DISPATCH TRUCKING LLC 01/21/2022ACH 16512 Asphalt Trucking 4,845.00 4,845.00Total for this ACH Check for Vendor 10479: 10480 STEVE THORP 01/21/2022ACH 12232021 Plan Review and Inspections Training 270.00 270.00Total for this ACH Check for Vendor 10480: 1115 WSB & ASSOCIATES INC 01/21/2022ACH R-017880-000-8 GIS Consulting-November 1,536.00 1,536.00Total for this ACH Check for Vendor 1115: 1408 SUPPLY SOLUTIONS LLC 01/21/2022ACH 35528 Supplies 312.64 312.64Total for this ACH Check for Vendor 1408: 1785 ECOTHYNK 01/21/2022ACH 1973 January UB Statement Processing 464.01 1973 January UB Statement Processing 464.01 1973 January UB Statement Processing 464.02 1,392.04Total for this ACH Check for Vendor 1785: 2851 MC TOOL & SAFETY SALES INC 01/21/2022ACH 011155A Staff Clothing 61.84 61.84Total for this ACH Check for Vendor 2851: 5383 CRYSTEEL TRUCK EQUIPMENT INC 01/21/2022ACH FP184003 Parts for Equip #85203 32.42 32.42Total for this ACH Check for Vendor 5383: FPTC FLEXIBLE PIPE TOOL COMPANY INC 01/21/2022ACH 27031 rack mount for camera trailer 676.00 676.00Total for this ACH Check for Vendor FPTC: AMFI AMERICAN FIRE & SAFETY 01/21/202250632 21894 2022 Fire Extinguisher Maintenance-city hall 94.25 21895 2022 Fire Extinguisher Maintenance-shop 667.70 761.95Total for Check Number 50632: Page 8AP Checks by Date - Detail by Check Date (2/4/2022 2:42 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 0131 BEISSWENGERS DO IT BEST 01/21/202250633 539185 Spray Paint 24.87 24.87Total for Check Number 50633: 1033 COMCAST 01/21/202250634 0044271.0222 Service 1/21-2/20 6.57 6.57Total for Check Number 50634: MISC1 MARYLS FRANK 01/21/202250635 01142022 Refund-Driver Safety Program 22WAAD02 30.00 30.00Total for Check Number 50635: 1193 FURTHER INC 01/21/202250636 15951220 January Participant Fee 45.35 45.35Total for Check Number 50636: 10463 DOUG KING 01/21/202250637 01142022 Refund Driver Safety Program 22WAAD00 30.00 30.00Total for Check Number 50637: 0155 OFFICE OF MN IT SERVICES 01/21/202250638 W21120563 December Phones 750.32 750.32Total for Check Number 50638: 1074 PRECISION LANDSCAPE & TREE INC 01/21/202250639 84129 1401 Indian Oaks Trail 1,350.00 1,350.00Total for Check Number 50639: 1208 PREMIUM WATERS INC 01/21/202250640 610207-12-21 December Water 34.98 613317-12-21 December Water 21.48 56.46Total for Check Number 50640: 0811 RAMSEY COUNTY 01/21/202250641 FLEET-000696 December Service & Parts 5,329.50 FLEET-000696 December Service & Parts 5,775.44 PRK-002001 Q4 2021 Inspections 6,515.88 PUBW-019523 Brine Solution, Nov-Dec 751.77 18,372.59Total for Check Number 50641: 6748 RELIANCE STANDARD 01/21/202250642 GL154938.0222 February Insurance 1,476.13 1,476.13Total for Check Number 50642: 10341 SUSA 01/21/202250643 2022SUSA 2022 SUSA Membership 62.50 2022SUSA 2022 SUSA Membership 62.50 125.00Total for Check Number 50643: 1161 VALLEY-RICH CO INC 01/21/202250644 30355 4331 Arden View Ct 7,365.42 Page 9AP Checks by Date - Detail by Check Date (2/4/2022 2:42 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 7,365.42Total for Check Number 50644: MISC2 JESSIE WONG 01/21/202250645 01142022 Refund Before School Football-22WYFF00 50.00 50.00Total for Check Number 50645: 51,803.09Total for 1/21/2022: 0022 THOMAS MIKACEVICH 01/28/2022ACH 04242022 Clothing Allowace 42.00 42.00Total for this ACH Check for Vendor 0022: 0319 CITY OF ROSEVILLE 01/28/2022ACH 0230681 4th Quarter Water Purchase 212,077.69 212,077.69Total for this ACH Check for Vendor 0319: 0327 STAPLES INC 01/28/2022ACH 3496863493 Supplies 90.07 3496863494 Supplies 6.99 3497183040 Supplies -6.99 3497183041 Supplies 84.06 3497183041 Supplies 12.88 3497183042 Supplies 8.69 3497327738 Supplies 3.64 3497327739 Supplies 141.52 3497555785 Supplies -8.69 332.17Total for this ACH Check for Vendor 0327: 0750 VERIZON WIRELESS 01/28/2022ACH 9897032333 Service 1/10-2/10 972.35 972.35Total for this ACH Check for Vendor 0750: 10363 MINUTE MAKER SECRETARIAL 01/28/2022ACH M1414 CC Meeting Minutes 1/10 243.00 243.00Total for this ACH Check for Vendor 10363: 10470 BRANDON PATTERSON 01/28/2022ACH 01262022 Staff shirt 49.99 49.99Total for this ACH Check for Vendor 10470: 10481 JESSICA JAGOE 01/28/2022ACH 01242022 Staff shirt 41.70 41.70Total for this ACH Check for Vendor 10481: 12018 ACHEIVE SERVICES 01/28/2022ACH 28396 Document Shredding 1/4/22 31.75 31.75Total for this ACH Check for Vendor 12018: 1252 CAMPBELL KNUTSON - ATTORNEYS AT LAW01/28/2022ACH 3231-0001G.1221 December Legal 243.00 3231-0001G.1221 December Legal 4,960.00 Page 10AP Checks by Date - Detail by Check Date (2/4/2022 2:42 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 5,203.00Total for this ACH Check for Vendor 1252: 5587 CES IMAGING INC 01/28/2022ACH INV135731 January Rental 60.00 60.00Total for this ACH Check for Vendor 5587: 5665 METERING & TECHNOLOGY SOLUTION INC01/28/2022ACH 22075 Water Meters 2,963.56 2,963.56Total for this ACH Check for Vendor 5665: 6129 FAST SIGNS INC 01/28/2022ACH 204-57359 Name plates/name tags 66.00 66.00Total for this ACH Check for Vendor 6129: 7025 ON SITE COMPANIES -OSSTC INC 01/28/2022ACH 0001271896 Restrooms 1/22-2/18 311.00 311.00Total for this ACH Check for Vendor 7025: 7506 PRESBYTERIAN HOMES OF ARDEN HILLS LLC01/28/2022ACH 2021-02 TIF 2nd half 2021 141,440.12 141,440.12Total for this ACH Check for Vendor 7506: PLUM MANAGER PLUS 01/28/2022ACH 2020-15561 2022 Fleet Mgmt software 4,131.00 4,131.00Total for this ACH Check for Vendor PLUM: AFFI AFFINITY PLUS FED CREDIT UNION 01/28/202250646 01142022 Letter of Credit 250.00 250.00Total for Check Number 50646: UB*00474 CATHERINE CALLAHAN 01/28/202250647 002016-000 Refund Check 002016-000, 2009 County Road D W 142.34 142.34Total for Check Number 50647: 0719 CITY OF ST PAUL 01/28/202250648 IN48401 Oct-Dec Animal Boarding 975.00 975.00Total for Check Number 50648: CWBL CITY OF WHITE BEAR LAKE 01/28/202250649 12931 2022 Ramsey County GIS Fees 961.89 961.89Total for Check Number 50649: 10405 DALEY ELECTRIC LLC 01/28/202250650 220022 Hazelnut Warming House rewire 595.00 595.00Total for Check Number 50650: DVS1 DVS RENEWAL 01/28/202250651 01262022 DVS Renewal-2022 442.75 442.75Total for Check Number 50651: Page 11AP Checks by Date - Detail by Check Date (2/4/2022 2:42 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 0841 EHLERS & ASSOCIATES INC.01/28/202250652 89387 December Financial Services 6,075.00 6,075.00Total for Check Number 50652: UB*00537 Mary Fresonke 01/28/202250653 Refund Check 001584-000, 1681 Brueberry Lane 154.26 154.26Total for Check Number 50653: 1193 FURTHER INC 01/28/202250654 6103.0122 Jan participant fees 45.35 45.35Total for Check Number 50654: 10482 MATT or JILL KRIEGER 01/28/202250655 01262021 Refund overpaid cat license 30.00 30.00Total for Check Number 50655: ASSM METRO CITIES 01/28/202250656 903 2022 Membership Dues 4,082.00 4,082.00Total for Check Number 50656: 10351 NORTHERN TECHNOLOGIES LLC 01/28/202250657 41340 Karth Lake Runoff 12/12/21-01/15/22 135.00 135.00Total for Check Number 50657: UB*00535 Nora O'Shaughnessy 01/28/202250658 Refund Check 009678-000, 4461 Arden View Court 42.63 42.63Total for Check Number 50658: UB*00536 Tim Pratt 01/28/202250659 Refund Check 000553-000, 1390 Indian Oaks Court 84.30 84.30Total for Check Number 50659: 9755 VERIZON CONNECT NWF INC 01/28/202250660 OSV000002648748 December Service 323.80 323.80Total for Check Number 50660: MISC2 JESSIE WONG 01/28/202250661 01192022 Refund TGA Golf 22WYTG00 117.00 117.00Total for Check Number 50661: 382,421.65Total for 1/28/2022: 0189 GOPHER STATE ONE CALL 02/04/2022ACH 2010186 January locates 27.45 2010186 January locates 27.45 2010186 January locates 27.45 82.35Total for this ACH Check for Vendor 0189: 0192 GRAINGER INC 02/04/2022ACH 9188851308 Faceshield & Pad Oil 97.67 Page 12AP Checks by Date - Detail by Check Date (2/4/2022 2:42 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 9194964640 Ear Plugs & 1.5MM Thread 175.02 272.69Total for this ACH Check for Vendor 0192: 0230 MTI DISTRIBUTING INC 02/04/2022ACH 1296395-00 PW Mowers 20,464.16 1296395-01 PW Mowers 20,464.16 1296395-03 Mower Trade Ins -15,000.00 25,928.32Total for this ACH Check for Vendor 0230: 0285 XCEL ENERGY 02/04/2022ACH 765612949 12/14/21-01/17/22 69.47 765612949 12/14/21-01/17/22 1,692.99 765612949 12/14/21-01/17/22 2,923.66 765612949 12/14/21-01/17/22 3,049.31 765612949 12/14/21-01/17/22 1,341.40 765612949 12/14/21-01/17/22 289.56 765612949 12/14/21-01/17/22 2,020.48 11,386.87Total for this ACH Check for Vendor 0285: 0292 OXYGEN SERVICE COMPANY INC 02/04/2022ACH 3515074 January rental 29.95 29.95Total for this ACH Check for Vendor 0292: 0381 MISSIONSQUARE RETIREMENT 02/04/2022ACH 20211231-109 Q1 Plan Fee 250.00 250.00Total for this ACH Check for Vendor 0381: 0382 ICMA RETIREMENT TRUST - 106944 02/04/2022ACH PR Batch 00100.02.2022 ICMA Employee Percent 401PR Batch 00100.02.2022 ICMA Employee Percent 401 376.48 PR Batch 00100.02.2022 ICMA Employer Percent 401PR Batch 00100.02.2022 ICMA Employer Percent 401 434.40 810.88Total for this ACH Check for Vendor 0382: 0387 ICMA RETIREMENT TRUST #302482 02/04/2022ACH PR Batch 00100.02.2022 ICMA Employee PercentPR Batch 00100.02.2022 ICMA Employee Percent 278.82 PR Batch 00100.02.2022 ICMA Employee DeductionPR Batch 00100.02.2022 ICMA Employee Deduction 1,999.54 2,278.36Total for this ACH Check for Vendor 0387: 0922 NINENORTH 02/04/2022ACH 2022-007 January Production 659.83 659.83Total for this ACH Check for Vendor 0922: 10476 TWIN CITIES COMMERCIAL CLEANERS02/04/2022ACH 0222T-128 January Janitorial Services 2,005.58 2,005.58Total for this ACH Check for Vendor 10476: 1115 WSB & ASSOCIATES INC 02/04/2022ACH R-017880-000-9 GIS consulting December 768.00 768.00Total for this ACH Check for Vendor 1115: 1125 BOLTON & MENK INC 02/04/2022ACH 0282513 11/13/21-12/10/21 Planning Services 135.00 0282513 11/13/21-12/10/21 Planning Services 45.00 Page 13AP Checks by Date - Detail by Check Date (2/4/2022 2:42 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 0282513 Chick-fil-a PC 21-011 #564 78.50 0282513 Planning and Zoning 2,812.00 0282513 Launch Properties PC 21-019 #596 78.50 0282513 Bethel PC 21-002 #554 78.50 0282513 MVHS PC 21-028 #627 3,140.00 0282513 11/13/21-12/10/21 Planning Services 720.00 0282790 Hazelnut Park Street & Utility Improvements 188.50 0282791 Design/Engineering Services Snelling Ave 26,168.00 33,444.00Total for this ACH Check for Vendor 1125: 1252 CAMPBELL KNUTSON - ATTORNEYS AT LAW02/04/2022ACH 3231G-1121 November legal 1,195.10 3231G-1121 Nov legal - PC21-026 #621 77.50 3231G-1121 November legal 62.00 3231G-1121 November legal 372.00 3231G-1121 November legal 682.00 3231G-1121 Nov legal - PC21-025 #620 439.50 3231G-1121 Nov legal - PC21-020 #603 129.11 2,957.21Total for this ACH Check for Vendor 1252: 2490 CORE & MAIN LP 02/04/2022ACH P982011 Hydrants 7,370.00 7,370.00Total for this ACH Check for Vendor 2490: 4889 COMMUNITY FOOTWORKS 02/04/2022ACH 0222022 Foot clinic February 308.00 308.00Total for this ACH Check for Vendor 4889: 5493 JOLENE TRAUBA 02/04/2022ACH 01282022 Expense Reimbursement 5.37 01282022 January Milelage Reimbursement 27.26 32.63Total for this ACH Check for Vendor 5493: 5518 KORTERRA INC 02/04/2022ACH 21911 Annual service fee 1/30/22-1/29/23 1,600.00 1,600.00Total for this ACH Check for Vendor 5518: 5665 METERING & TECHNOLOGY SOLUTION INC02/04/2022ACH 22135 4200 Round Lake Road Meter #2022-00079 4,161.96 4,161.96Total for this ACH Check for Vendor 5665: alpi ALLEGRA PRINT & IMAGING INC 02/04/2022ACH 165003 Business Cards - JV, DR, & LM 163.75 Postage.022022 Postage 6 page newsletter 833.00 996.75Total for this ACH Check for Vendor alpi: johc JOHNSON CONTROLS INC 02/04/2022ACH 1-114263007154 Boiler Maintenance 791.60 791.60Total for this ACH Check for Vendor johc: TOII TOKLE INSPECTIONS INC 02/04/2022ACH 02012022 January Electrical Inspections 4,459.52 Page 14AP Checks by Date - Detail by Check Date (2/4/2022 2:42 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 4,459.52Total for this ACH Check for Vendor TOII: accu ACCURATE PRESS INC 02/04/202250662 68237 Door Hangers 143.00 68237 Door Hangers 143.00 286.00Total for Check Number 50662: 8884 CASCADE ENGINEERING INC.02/04/202250663 30551528 Recycling Carts 13,185.00 13,185.00Total for Check Number 50663: cpf1 CENTRAL PENSION FUND 02/04/202250664 184503.0131 January Pension 3,072.00 3,072.00Total for Check Number 50664: 0342 CITY OF SHOREVIEW 02/04/202250665 698 2021 Traffic Light 306.93 306.93Total for Check Number 50665: 10361 CRAIG RAPP LLC 02/04/202250666 CPG_AH 1.3.22.2 Primary Membership 1,600.00 1,600.00Total for Check Number 50666: 10353 DEPARTMENT OF CORRECTIONS 02/04/202250667 685024 ICWC hours 2021-9 days 3,825.00 685024 ICWC hours 2021-9 days 3,825.00 7,650.00Total for Check Number 50667: 10218 HR GREEN INC 02/04/202250668 150023 Arden Manor Pk CDBG Jan engineering 10,045.33 10,045.33Total for Check Number 50668: 10362 MARCO TECHNOLOGIES LLC 02/04/202250669 INV9564802 01/25/2022 - 02/24/2022 copier 13.62 INV9564802 01/25/2022 - 02/24/2022 copier 77.18 90.80Total for Check Number 50669: 0240 METROPOLITAN AREA MGMT ASSN 02/04/202250670 1054 2022 Membership 45.00 45.00Total for Check Number 50670: 10286 MINNESOTA OCCUPATIONAL HEALTH 02/04/202250671 389718 Drug Screen 105.00 105.00Total for Check Number 50671: 0600 NCPERS GROUP LIFE INS 02/04/202250672 31580022022 February Insurance 48.00 48.00Total for Check Number 50672: 3100 PROVIDENT LIFE AND ACCIDENT INS CO02/04/202250673 E0471136 January Premium 39.02 Page 15AP Checks by Date - Detail by Check Date (2/4/2022 2:42 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 39.02Total for Check Number 50673: 0811 RAMSEY COUNTY 02/04/202250674 PUBW-019533 Rock 10/23 & 10/25 443.68 PUBW-019537 Emergency pre-emp system 7/1-12/31 2021 529.63 973.31Total for Check Number 50674: 0282 REPUBLIC SERVICES #899 02/04/202250675 0899-003834825 December Revenue Share -2,918.95 0899-003834825 January Recycling 8,282.00 0899-003838602 PW January Waste 2,035.52 7,398.57Total for Check Number 50675: 7064 ROTARY CLUB OF ARDEN HILLS-SHOREVIEW02/04/202250676 2178 Q1 2022 Dues 127.50 127.50Total for Check Number 50676: 9111 SAFE ASSURE CONSULTANTS INC 02/04/202250677 3105 Safety Training Consulting 2,197.19 2,197.19Total for Check Number 50677: 3099 TRI STATE BOBCAT INC-LITTLE CANADA02/04/202250678 A99049 Bobcat Supplies #85453 209.09 209.09Total for Check Number 50678: 10483 WILSON MCSHANE CORPORATION 02/04/202250679 020222 Local 49 training January 256.00 256.00Total for Check Number 50679: 148,229.24Total for 2/4/2022: Report Total (169 checks): 1,480,050.61 Page 16AP Checks by Date - Detail by Check Date (2/4/2022 2:42 PM) Page 1 of 1 CONSENT ITEM – 6B MEMORANDUM DATE: February 14, 2022 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Gayle Bauman, Finance Director SUBJECT: 2021 Budget Carryovers for Equipment Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Motion(s) to approve, table or deny the following: • Carryover budget funds from 2021 to 2022 for equipment purchases delayed due to supply chain issues. All items need a simple majority for action unless otherwise noted. Discussion Equipment purchases approved by Council back in April and May 2021, have not yet been received mainly due to supply chain issues. Because these items were budgeted in 2021, the budget amounts need to be moved to 2022, as that is when the expenditures will hit the books. Staff is asking for a reduction in the 2021 budget and a corresponding increase in the 2022 budget for the following items: Fund Account No. Amount Description Equipment Fund 408-48100-45400 $42,840 2 Groundsmaster mowers Equipment Fund 408-48100-39101 $15,000 Trade in of old mowers Equipment Fund 408-48100-45500 $108,963 2021 Mack Truck Equipment Fund 408-48100-45500 $48,350 Ford F350 w/Tommy Gate & V-Plow Equipment Fund 408-48100-39101 $6,500 Trade in of old truck Equipment Fund 408-48100-45500 $52,540 Ford F250 w/Service body Equipment Fund 408-48100-39101 $5,000 Trade in of old truck Budget Impact None. This request is for budget funds to be moved from 2021 to 2022 so they match up better with corresponding costs. Page 1 of 1 CONSENT ITEM – 6C MEMORANDUM DATE: February 14, 2022 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Julie Hanson, City Clerk SUBJECT: Acknowledgment for Ducks Unlimited North Suburban Ch. 239 to Hold Raffle Budgeted Amount: Actual Amount: Funding Source: $ $ $ Council Should Consider Motions to approve, table or deny the following: • Acknowledgment of the LG220 Application from Ducks Unlimited North Suburban Chapter 239 for a raffle to be held on April 2, 2022 with no waiting period All items need a simple majority for action unless otherwise noted. Background/Discussion Ducks Unlimited North Suburban Chapter 239 has submitted a request for authorization to hold a raffle to raise money for the national Ducks Unlimited charitable organization, whose mission is to protect, preserve and enhance North America’s wetland and associated upland habitat. Per Minnesota’s Lawful Gambling regulations, they are required to obtain acknowledgment from the City. This does not require a permit or license from the City as it is not a premise permit. As part of the requirement of LG220 Application for Exempt Permit, the City must formally acknowledge the application with no waiting period, with a 30-day waiting period, or deny the application. Staff recommends the City Council approve a motion acknowledging the LG220 Application for Exempt Permit to conduct a raffle with a drawing date of April 2, 2022, with no waiting period. Budget Impact N/A Attachments Attachment A: LG220 application Attachment B: Non-profit letter Page 1 of 1 CONSENT ITEM – 6D MEMORANDUM DATE: February 14, 2022 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Julie Hanson, City Clerk SUBJECT: Parks, Trails and Recreation Committee (PTRC) Chair Appointment Budgeted Amount: Actual Amount: Funding Source: $ $ $ Council Should Consider Motion to approve, table or deny the following: • Approving Resolution 2022-004 Appointing Marie Hinton as Chair to the Parks, Trails and Recreation Committee (PTRC) All items need a simple majority for action unless otherwise noted. Background/Discussion At its meeting on January 19, 2022, the members of the PTRC, Council Liaison Scott, and Staff Liaison Vaughan discussed the appointment of a Chair. Committee member Marie Hinton accepted the recommendation and has agreed to act as Chair. Staff recommends the City Council appoint Marie Hinton as Chair with the term as Chair expiring December 31, 2022. Budget Impact N/A Attachments Attachment A: Resolution 2022-004 To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage. CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2022-004 A RESOLUTION APPOINTING PARKS, TRAILS AND RECREATION COMMITTEE (PTRC) CHAIR WHEREAS, the City Council annually appoints residents to serve in an advisory capacity to the City Council on the various committees and commissions; and WHEREAS, each commission and committee appoints a member as Chair to assist staff with the leadership of its commission/committee. NOW, THEREFORE, BE IT RESOLVED: the City Council appoints Marie Hinton to serve as the Chair for the Parks, Trails and Recreation Committee (PTRC). Ms. Hinton shall serve as chair through December 31, 2022. ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 14TH DAY OF FEBRUARY 2022. _________________________________________ David Grant, Mayor ATTEST: _______________________________________ Julie Hanson, City Clerk Page 1 of 2 CONSENT ITEM – 6E MEMORANDUM DATE: February 14, 2022 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Jessica Jagoe, City Planner SUBJECT: Planning Case #21-028 – Mounds View Public Schools Planned Unit Development Amendment Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Motions to approve, table, or deny the following: • Amended Planned Unit Development Agreement with Mounds View Public Schools for Mounds View High School, based on the City Council approval Planning Case 21-028 on January 10, 2022. This items requires a simple majority. Background On August 23, 2021, the City Council approved a Planned Unit Development Amendment for Mounds View Public Schools at 1900 Lake Valentine Road. Planning Case 18-014 for a Planned Unit Development was approved on May 22, 2019 and subsequently amended on April 27, 2020, with Mounds View Public Schools for Mounds View High School. The amendment in April 2020 added 14 additional conditions to the existing Planned Unit Development to address existing traffic and pedestrian safety issues. The Applicant originally proposed two separate phases of traffic and pedestrian safety improvements for Lake Valentine Road. Phase 1 safety improvements were completed. Phase 2 traffic and pedestrian safety improvements were scheduled for construction in 2021 in order to allow the School District to acquire additional property from the State of Minnesota. The Applicant worked with the State of Minnesota for nearly two years on purchasing property, but was unsuccessful in obtaining an easement or acquisition of land. The City Council Page 2 of 2 reviewed this issue at their May 17, 2021, workshop. The Council noted the use of the State property is preferred; however, they understand there is no guarantee the school district will be able to purchase that land. In August, 2021, the City Council approved an extension of the original Phase 2 construction to 2022. On January 10, 2022, the City Council approved with six conditions a Planned Unit Development Amendment to finalize the road and safety improvements for Lake Valentine Road, and finalize the design of the north parking lot located at 1901 Lake Valentine Road. These changes require a Third Amendment to the Development Agreement between the City and the “Developer”. The City Attorney has prepared the Amended Agreement and the document has been reviewed and approved by the Applicant and staff (Attachment A). Options and Motion Language Staff has provided the following motion language for this case. 1. Approval: Motion to approve the Amended Planned Unit Development Agreement for Mounds View Public Schools based on the City Council approval of Planning Case 21-028 on January 10, 2022. 2. Denial: Motion to deny the Amended Planned Unit Development Agreement for Mounds View Public Schools based on the City Council approval of Planning Case 21-028 on January 10, 2022: the City Council should identify findings to deny should specifically reference the reasons for denial and why those reasons cannot be mitigated. 3. Table: Motion to table the Amended Planned Unit Development Agreement for Mounds View Public Schools based on the City Council approval of Planning Case 21-028 on January 10, 2022. Budget Impact N/A Attachments A. Amended Development Agreement 1 219994v2 (reserved for recording information) THIRD AMENDMENT TO DEVELOPMENT CONTRACT and PLANNED UNIT DEVELOPMENT AGREEMENT (Developer Installed Improvements) MOUNDS VIEW HIGH SCHOOL PC 21-028 THIS THIRD AMENDMENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT (“PUD Amendment”) is dated ______________, 2022, by and between the CITY OF ARDEN HILLS, a Minnesota municipal corporation (“City”), and MOUNDS VIEW SCHOOL DISTRICT (ISD 621), a Minnesota Independent School District (the “Developer”). RECITALS A. The City and Developer have executed a Development Contract and Planned Unit Development Agreement dated September 9, 2019 and recorded October 30, 2019 as Ramsey County Document No. A04781067 (“Development Contract”). B. The City and Developer have executed an Amendment to Development Contract and Planned Unit Development Agreement dated April 27, 2020 and recorded October 19, 2021 as Ramsey County Document No. A04914099 (“1st Amendment”). Terms of the 1st Amendment required the 2 219994v2 Developer to implement safety improvements on Lake Valentine Road in two phases, to address traffic and increased pedestrian crossings between the school building and the north parking lot which includes, but is not limited to, the installation of turn lanes and other access improvements, trail and sidewalk improvements, pedestrian signal, signage and stripping modifications, as well and drainage and utility improvements, to be completed in 2021 ("Improvements"). C. The City and Developer have executed a Second Amendment to Development Contract and Planned Unit Development Agreement dated October 11, 2021 and recorded October 20, 2021 as Ramsey County Document No. A04914459 (“2nd Amendment”). Terms of the 2nd Amendment granted the Developer an extension of time to complete the Improvements. [Collectively the Development Contract, 1st Amendment, and 2nd Amendment shall be referred to as “Contract”.] D. The Developer is the fee owner of the property situated in the County of Ramsey, State of Minnesota, and legally described on Exhibit “A” attached hereto (“Subject Property”). E. Pursuant paragraph 33.E. of the Development Contract, any requested amendments shall be approved by the City subject to the requirements of the Arden Hills City Code and Ordinances. F. Pursuant to paragraph 28.A. of the Development Contract, the Developer has made application to the City (Planning Case 21-028) for an amendment to the Contract to finalize the north parking lot design and related road and safety improvements. G. Pursuant to City Code, a PUD Amendment may be approved by the City Council after public hearing and recommendation of the Planning Commission. The Developer shall follow the procedures and requirements of the Contract. This PUD Amendment shall be executed by the City and Developer/Owner, and recorded against the Subject Property. 3 219994v2 H. Following due published and mailed notice the Planning Commission held a public hearing on the application on December 8, 2021, and recommended approval with conditions. The City Council reviewed and approved the proposed PUD Amendment with conditions on January 10, 2022. NOW, THEREFORE, THE PARTIES AGREE AS FOLLOWS: 1. The City approves the Developer’s request for the improvement of the north parking lot and related safety improvements on the site upon the following conditions and pursuant to the plans submitted and the January 10, 2022 Report to the City Council: a. The road construction and realignment as shown on the approved plans must be completed prior to the start of the 2022-2023 school year. b. All other conditions of the original Planned Unit Development and Amended Planned Unit Development shall remain in full force and effect. c. The Developer shall install, or pay for the installation of traffic control signage prohibiting U-turns on Lake Valentine Road from Janet Court to the western city border, in locations as determined by the City Engineer. d. Removal of the existing gas tanks on the site will be completed concurrent with the lot construction and the removal shall be compliant with all MPCA and other legal requirements. e. The Developer shall install ADA compliant directional pedestrian ramps as approved by the City Engineer. f. The Developer shall provide additional lighting for the crosswalk as approved by the City Engineer. 2. Except as otherwise specifically amended herein, all other conditions of the original Development Contract and Planned Unit Development and Amended Planned Unit Development shall remain in full force and effect. This agreement does not extend or amend the Interim Use Permit conditions set forth in Resolution 2019-035. 4 219994v2 3. This PUD Amendment shall be binding on the parties, their heirs, successors and assigns and shall be recorded against the Subject Property in the office of the Ramsey County Recorder as promptly as possible after it has been executed by the parties. IN WITNESS WHEREOF, the parties have caused this PUD Amendment to be executed this _____ day of ____________, 2022. CITY OF ARDEN HILLS By: ___________________________________________ David Grant, Mayor (SEAL) And __________________________________________ Dave Perrault City Administrator STATE OF MINNESOTA ) ( ss. COUNTY OF RAMSEY ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2022, by David Grant and by Dave Perrault, respectively the Mayor and City Administrator of the City of Arden Hills, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________________ Notary Public DRAFTED BY: 5 219994v2 Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 6 219994v2 DEVELOPER: MOUNDS VIEW SCHOOL DISTRICT (ISD 621), a Minnesota Independent School District By: __________________________________________ Bernice Humnick, Executive Director of Business Services STATE OF MINNESOTA ) ( ss. COUNTY OF RAMSEY ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2022, by Bernice Humnick, the Executive Director of Business Services of Mounds View School District (ISD 621), a Minnesota Independent School District, on its behalf. ______________________________________________ Notary Public DRAFTED BY: Campbell Knutson Professional Association Grand oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 JJJ 7 219994v2 EXHIBIT “A” TO AMENDMENT TO DEVELOPMENT CONTRACT AND PLANNED UNIT DEVELOPMENT AGREEMENT Legal Description That part of the Southeast ¼ of the Southwest ¼ of Section 21, Township 30, Range 23, lying Southerly of the center line of County Road “F”, subject to rights of public in said County Road “F”. AND Northeast ¼ of Northwest ¼; and West 400 feet of Northwest ¼ of Northeast ¼ lying South of center line of County Road “F”, Section 28, Township 30, Range 23, subject to the rights acquired by the County of Ramsey for Highway purposes. [PIN 28.30.23.21.0002] That part of the Southeast Quarter of the Southwest Quarter of Section 21, Township 30, Range 23, Ramsey County, Minnesota, lying Southerly of State Trunk Highway 100, now Interstate 694, and north of County Road F; which lies easterly of the following described land: From a point on the west line of said Section 21, distant 832.5 feet north of the southwest corner thereof, run northeasterly at an angle of 85 degrees 19’ with said west section line for 416.6 feet; thence deflect to the right on a 1 degree 00 minute curve (delta angle 14 degrees 12’) for 1420 feet; thence on tangent to said curve for 111.7 feet to the point of beginning of the line to be described; thence deflect to the right at an angle of 90 degrees 00’ for 650 feet and there terminating. [PIN 21 .30.23.34.0005] Page 1 of 3 DATE: February 14, 2022 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: David Swearingen, P.E. Public Works Director / City Engineer SUBJECT: Snelling Avenue North Street & Utility Improvements - Resolution Approving Plans & Specifications and Order Advertisement for Bids Budgeted Amount: Actual Amount: Funding Source: $1,497,000 $1,523,856 PIR, Utility Funds, (2022 CIP) (Estimated) Special Assessments, Future MSA Council Should Consider Motions to approve, table, or deny the following: • Adopting Resolution 2022-005 Approving Plans and Specifications and Ordering Advertisement for Bids for the Snelling Avenue North Street & Utility Improvements project. All items need a simple majority for action unless otherwise noted. Background/Discussion On April 12, 2021, the City Council ordered preparation of plans and specifications for the Snelling Avenue North Street & Utility Improvements project along Snelling Avenue North from Trunk Highway 51 to County Road E, Cummings Lane, and Bussard Court from Snelling Avenue North to 100-Feet West of Snelling Avenue North following a public hearing for the project. The proposed improvements include bituminous paving, curb and gutter installation, storm water improvements, watermain improvements, sanitary sewer improvements and construction of a 10-foot wide bituminous trail along the entire length of Snelling Avenue North. The project plans and specifications are prepared and the project is ready for solicitation of construction bids. Adoption of Resolution 2022-005 will approve the plans and specification and order advertisement for bids for the Snelling Avenue North Street & Utility Improvements project. Bids would be received on March 9, 2022 and presented to the City Council on March 14, 2022 with an appropriate resolution to proceed to an assessment hearing for the project before awarding the construction contact. This schedule will allow for contract award on April 11, 2022, with construction starting this summer. The final construction completion date is October 29, 2022. Staff recommends adoption of Resolution 2021-005 as provided in Attachment A. CONSENT ITEM – 6F MEMORANDUM Page 2 of 3 The final plan set and specifications consists of 808 pages. Full copies of these documents are on file and available upon request to the City Clerk or by downloading from the project webpage prior to the start of bidding. Selected plan sheets illustrating the project improvements are provided in Attachment B. Budget Impact The estimated total project cost and funding sources based on the final plans and specifications are summarized below. Total Estimated Expenses Construction: $ 1,289,000 Engineering Design: $ 112,172 Construction Mgmt: $ 87,684 Gen Admin & Legal: $ 15,000 Material Testing: $ 20,000 TOTAL ESTIMATE: $ 1,523,856 Proposed project funding sources are a combination of the City’s Permanent Improvement Revolving (PIR) fund, utility funds, future MSA funds, and special assessments for street improvements summarized in the following table: Total Estimated Funding PIR Fund: $ 225,457.85 MSA Fund (Future) $ 853,152.65 Special Assessments: $ 191,027.50 Water Utility: $ 224,302.00 Sanitary Sewer Utility: $ 14,150.00 Surface Water Utility $ 15,766.00 TOTAL FUNDING: $ 1,523,856.00 The amounts listed above are estimates based on the current opinion of probable construction costs. Final total expenses and funding amounts will be revised and presented to the City Council upon receipt of construction bids. The total estimated cost of the recommended improvements is $1,523,856. A portion of this project is proposed to be assessed to the benefiting property owners and the remainder through other funding sources. The assessments related to Snelling Avenue North is calculated following the residential equivalent unit explained on Page 21 in the Feasibility Report: Given the non-standard lot configuration and limited number of eligible properties along the Snelling Avenue corridor based on mailing addresses, assessments for Area 1 street improvements on Snelling Avenue were calculated by dividing 50 percent of street costs (trail costs not included) by the total length of roadway improvement frontage (8220-feet) to determine a cost per foot. This unit cost per foot was then multiplied by the minimum lot frontage for R1 zoned properties at 95 feet to arrive at a residential equivalent unit (REU) assessment rate. The assessments related to Cummings Lane are calculated in accordance with the City’s Assessment policy. The preliminary assessment for the recommended improvements is calculated at $5,631.88 per Page 3 of 3 unit addressed to Snelling Avenue North and $4,870.85 per unit addressed to Cummings Lane. As the project is competitively bid, the calculated assessment amount will be updated leading up to the adoption of the assessment roll. Attachments Attachment A: Resolution 2022-005 Attachment B: Project Plan Sheets 1 To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage. CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2022-005 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING THE ADVERTISEMENT FOR BIDS WHEREAS, pursuant to City Council Resolution 2021-025, the city engineer has prepared plans and specifications for Improvement Project No. PW-20-0100, Snelling Avenue North Street and Utility Improvements project, the improvement of Snelling Avenue North from Trunk Highway 51 to County Road E, Cummings Lane, and Bussard Court from Snelling Avenue North to 100-Feet West of Snelling Avenue North. The plans and specifications have been presented to the council for approval. NOW, THEREFORE, BE IT RESOLVED THAT THE CITY COUNCIL OF THE CITY OF ARDEN HILLS: 1. Such plans and specifications, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The City Clerk shall prepare and cause to be inserted in the official paper an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisements shall be published for 21 days, shall specify the work to be done, shall state that the bids will be received by the clerk until 10:00 a.m. on Wednesday, March 9, 2022, at which time they will be publicly opened in the council chambers of the city hall by the City Clerk, will then be tabulated, and will be considered by the council at 7:00 p.m. on March 14, 2022, in the council chambers of the city hall. Any bidder whose responsibility is questioned during the consideration of the bid will be given an opportunity to address the council on the issue of responsibility. No bids will be considered unless sealed and filed with the City Clerk and accompanied by a cash deposit, cashier’s check, bid bond, or certified check payable to the city for five (5) percent of the amount of such bid. PASSED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 14th DAY OF FEBRUARY 2022. ________________________________ Mayor Attest: ______________________________ City Clerk LAKE JOHANNA LAKE JOSEPHINE MINNESOTA DEPARTMENT OF TRANSPORTATION CITY OF ARDEN HILLS RAMSEY COUNTY, MINNESOTA SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS --- GOVERNING SPECIFICATIONS --- THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATION FOR CONSTRUCTION" SHALL GOVERN. Approved: City of Arden Hills Engineer Date PROJECT LOCATION TYPICAL PLAN SCALE UNLESS OTHERWISE NOTED: Date Date VICINITY MAP SHEET NUMBER SHEET TITLE GENERAL G0.01 TITLE SHEET G0.02 LEGEND G0.03 GENERAL CONSTRUCTION NOTES G1.01 - G1.02 STATEMENT OF ESTIMATED QUANTITIES CIVIL C0.01 - C0.04 REMOVAL PLAN C1.01 - C1.05 TABULATIONS C1.06 - C1.21 TYPICAL SECTIONS, STANDARD DETAILS C2.01 - C2.07 SWPPP, EROSION CONTROL PLAN C4.01 - C4.03 SANITARY SEWER & WATERMAIN PLAN & PROFILE C5.01 - C5.02 STORM SEWER PLAN & PROFILE C6.01 - C6.07 STREET PLAN & PROFILE C7.01 - C7.03 SIGNING & STRIPING PLAN C7.04 - C7.05 TRAFFIC CONTROL PLAN, DETOUR ROUTE C9.01 - C9.20 CROSS SECTIONS THIS PLAN SET CONTAINS 74 SHEETS. END PROJECT:SAP 187-111-003 STA.44+73.68 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." R District State Aid Engineer: Review for compliance with State Aid Rules/Policy Approved for State Aid Funding: State Aid Engineer CITY:ARDEN HILLS COUNTY:RAMSEY DISTRICT:METRO DESIGN DESIGNATION SAP 187-111-003 STA. 2+74.10 TO STA. 44+73.68 FUNTIONAL CLASSIFICATION LOCAL ROADWAY R-VALUE 36 ΣN-18 199,000 NO. & WIDTH OF TRAFFIC LANES 2 & 11 ft NO. & WIDTH OF PARKING LANES 0 ADT (PRESENT YEAR) 2022 1,640 ADT (PROJECTED YEAR) 2042 1,940 HCADT (PROJECTED YEAR) 2042 3.90% DESIGN SPEED FOR ROADWAY 40 mph DESIGN LOAD 10 ton DESIGN SPEED NOT ACHIEVED AT:N/A DESIGN SPEED FOR SHARED USE TRAIL 20 mph DESIGN SPEED NOT ACHIEVED AT:N/A DESIGN SPEED FOR ROADWAY BASED ON STOPPING SIGHT DISTANCE: HEIGHT OF EYE = 3.5 FT HEIGHT OF OBJECT = 2.0 FT DESIGN SPEED FOR TRAIL BASED ON: HEIGHT OF EYE = 4.5 FT HEIGHT OF OBJECT = 0.0 FT SNELLING AVENUE N (SAP 187-111-003) GROSS LENGTH 4,199.58 FEET 0.795 MILES BRIDGE LENGTH FEET MILES EXCEPTION LENGTH FEET MILES NET LENGTH 4,199.58 FEET 0.795 MILES LENGTH AND DESCRIPTION BASED UPON PROPOSED SNELLING AVENUE N CENTERLINE BEGIN PROJECT:SAP 187-111-003 STA 2+74.10 CONSTRUCTION PLAN FOR: GRADING, AGGREGATE BASE, PLANT MIXED BITUMINOUS PAVEMENT, CONCRETE CURB AND GUTTER, ADA IMPROVEMENTS, STORM SEWER, SANITARY SEWER, WATER MAIN, AND RELATED APPURTENANCES SAP 187-111-003 LOCATED ON SNELLING AVENUE N FROM SNELLING AVENUE (TH 51)TO COUNTY ROAD E WEST (CSAH 15) Bradley J Fisher, P.E. Design Engineer: I hereby certify that this plan was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Date License Number02/07/2022 56595 FEETSCALE 0 800 1600 INDEX MAP FEETSCALE 0 25 50 HORIZONTAL SCALE FEETSCALE 0 5 10 VERTICAL SCALE ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD) AND PART VI, "FIELD MANUAL" FOR TEMPORARY TRAFFIC CONTROL DEVICES. CONTRACTOR: OBSERVER: DATE: RECORD DRAWING INFORMATION SHEET Bolton & Menk, Inc. 2022, All Rights ReservedcH:\ARDH\0T1124965\CAD\C3D\124965G001.dwg 2/4/2022 4:19:21 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.com SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS SAP 187-111-003 MJW/BJF ALT/BAS BJF 0T1.124965 LAKE JOHANNA LAKE JOSEPHINE LAKE JOHANNA BLVD EDGEWATER AVE GLENHILL RD SNELLING AVEN DUNLAP STCARLTON DR TILLER LN LEXINGTON AVE NHARRIET AVESIEMS CTARDEN PL FOREST LN GLENARDEN RDSNELLING AVE NSNELLING AVE NHAMLINE AVE NO L D HW Y 1 0 N ARDEN OAKS DR COUNTY RD E CHA THAM A V E W COUNTY R D E 2 NEW BRIGHTON RDGREY FOX RD RED FOX RD GRANT RD NOBLE RD STOWE AVE BETHEL DR N PRIOR AVEG0.01 TITLE SHEET (SECTION 34, T30N, R23W) TYPICAL SECTION - SNELLING AVENUE ℄R/W106'94'R/WEXISTING T U R F D I T C H EXISTING VARIABLE SLOPE 0.67' B618 CONC CURB 11' EXISTIN G T U R F D I T C H EXISTING VARIABLE SLOPE 10' BIT 0.67' 11' 25' F-F B618 CONC CURB 2' CLEAR ZONE 8' TRAIL 2' CLEAR ZONE DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SHEET Bolton & Menk, Inc. 2022, All Rights ReservedcH:\ARDH\0T1124965\CAD\C3D\124965C101.dwg 2/4/2022 4:20:41 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comBRADLEY J. FISHER 56595 02/07/2022 SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS SAP 187-111-003 MJW/BJF ALT/BAS BJF 0T1.124965 TYPICAL SECTIONS 2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) SUBGRADE PREPARATION (2112) 8 " RECLAIMED AGGREGATE BASE MATERIAL (IN PLACE) TYPICAL SECTION - BUSSARD COURT ℄R/W28'32'R/WEXISTING V A R I A B L E S L O P E 0.67' B618 CONC CURB 15.5' EXISTING VAR I A B L E S L O P E 0.67'15.5' 31' F-F B618 CONC CURB 2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) 8" AGGREGATE BASE, CL 5 (2211) 12" SELECT GRANULAR BORROW (2112) TYPICAL SECTION - CUMMINGS LANE ℄R/WVARIESVARIES R/W28' EOB-EOB RECLAIM 12" BITUMINOUS & AGGREGATE BASE SURFACE SUBGRADE PREPARATION (2112) (INCIDENTAL) TYPICAL SECTION NOTES: 1.RECLAIM DEPTHS ARE APPROXIMATE AND MAY NEED TO BE ADJUSTED IN THE FIELD DEPENDING ON EXISTING BITUMINOUS AND AGGREGATE BASE DEPTHS AND CONDITIONS. 2.ANY VARIATIONS FROM THE TYPICAL SECTION DIMENSIONS ARE SHOWN ON THE PLAN DRAWINGS. 3.PAVEMENT SLOPES AT INTERSECTION LOCATIONS MAY VARY FROM THOSE SHOWN ON THE TYPICAL SECTION. 4.CLEAR ZONE SHALL NOT EXCEED 6:1 GRADE. 5.SUBGRADE PREPARATION FOR RECLAMATION AREAS INCLUDES THE RE-GRADING, PLACEMENT, AND PREPARATION OF THE RECLAIM MATERIAL FOR BITUMINOUS STREET, CONCRETE CURB & GUTTER, AND BITUMINOUS TRAIL CONSTRUCTION. 2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) SUBGRADE PREPARATION (2112) 8 " RECLAIMED AGGREGATE BASE MATERIAL (IN PLACE) RECLAIM 12" BITUMINOUS & AGGREGATE BASE SURFACE 1.5' SHOULDER 1.5' SHOULDER' 1.50%LT SLOPE RT SLOPE SEED & BLANKET MIN. 4" TOPSOIL SEED & BLANKET MIN. 4" TOPSOIL SEED & BLANKET MIN. 4" TOPSOIL SEED & BLANKET MIN. 4" TOPSOIL EXISTING V A R I A B L E S L O P E EXISTING VAR I A B L E S L O P E SEED & BLANKET MIN. 4" TOPSOIL SEED & BLANKET MIN. 4" TOPSOIL C1.06 TYPICAL SECTION - SNELLING AVENUE ℄R/W106'94'R/WEXISTING T U R F D I T C H EXISTING VARIABLE SLOPE 0.67' B618 CONC CURB 11' EXISTIN G T U R F D I T C H EXISTING VARIABLE SLOPE 10' BIT 0.67' 11' 25' F-F B618 CONC CURB 2' CLEAR ZONE 8' TRAIL 2' CLEAR ZONE DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SHEET Bolton & Menk, Inc. 2022, All Rights ReservedcH:\ARDH\0T1124965\CAD\C3D\124965C101.dwg 2/4/2022 4:20:41 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comBRADLEY J. FISHER 56595 02/07/2022 SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS SAP 187-111-003 MJW/BJF ALT/BAS BJF 0T1.124965 TYPICAL SECTIONS 2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) SUBGRADE PREPARATION (2112) 8 " RECLAIMED AGGREGATE BASE MATERIAL (IN PLACE) TYPICAL SECTION - BUSSARD COURT ℄R/W28'32'R/WEXISTING V A R I A B L E S L O P E 0.67' B618 CONC CURB 15.5' EXISTING VAR I A B L E S L O P E 0.67'15.5' 31' F-F B618 CONC CURB 2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) 8" AGGREGATE BASE, CL 5 (2211) 12" SELECT GRANULAR BORROW (2112) TYPICAL SECTION - CUMMINGS LANE ℄R/WVARIESVARIES R/W28' EOB-EOB RECLAIM 12" BITUMINOUS & AGGREGATE BASE SURFACE SUBGRADE PREPARATION (2112) (INCIDENTAL) TYPICAL SECTION NOTES: 1.RECLAIM DEPTHS ARE APPROXIMATE AND MAY NEED TO BE ADJUSTED IN THE FIELD DEPENDING ON EXISTING BITUMINOUS AND AGGREGATE BASE DEPTHS AND CONDITIONS. 2.ANY VARIATIONS FROM THE TYPICAL SECTION DIMENSIONS ARE SHOWN ON THE PLAN DRAWINGS. 3.PAVEMENT SLOPES AT INTERSECTION LOCATIONS MAY VARY FROM THOSE SHOWN ON THE TYPICAL SECTION. 4.CLEAR ZONE SHALL NOT EXCEED 6:1 GRADE. 5.SUBGRADE PREPARATION FOR RECLAMATION AREAS INCLUDES THE RE-GRADING, PLACEMENT, AND PREPARATION OF THE RECLAIM MATERIAL FOR BITUMINOUS STREET, CONCRETE CURB & GUTTER, AND BITUMINOUS TRAIL CONSTRUCTION. 2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) BITUMINOUS TACK COAT (2357) 2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360) SUBGRADE PREPARATION (2112) 8 " RECLAIMED AGGREGATE BASE MATERIAL (IN PLACE) RECLAIM 12" BITUMINOUS & AGGREGATE BASE SURFACE 1.5' SHOULDER 1.5' SHOULDER' 1.50%LT SLOPE RT SLOPE SEED & BLANKET MIN. 4" TOPSOIL SEED & BLANKET MIN. 4" TOPSOIL SEED & BLANKET MIN. 4" TOPSOIL SEED & BLANKET MIN. 4" TOPSOIL EXISTING V A R I A B L E S L O P E EXISTING VAR I A B L E S L O P E SEED & BLANKET MIN. 4" TOPSOIL SEED & BLANKET MIN. 4" TOPSOIL C1.06 875 880 885 890 895 900 905 910 915 920 875 880 885 890 895 900 905 910 915 920 885.22+50 885.4885.76885.83+00 886.13886.3886.50886.83+50 886.87887.2887.24887.54+00 887.61887.8887.99888.04+50 888.40888.2888.84888.65+00 889.31889.1889.80889.65+50 890.33890.1890.89890.66+00 891.48891.3892.10891.96+50 892.74892.6893.41893.37+00 894.08894.0894.76894.77+50 895.43895.5896.10896.28+00 896.77896.8897.45897.58+50 898.14898.1898.85898.89+00 899.57899.8900.32900.69+50 901.08901.1901.85901.910+00 1.48% 2.69% 3.10%VPI: 2+76.76EL: 885.41VPI: 5+56.98 EL: 889.57 A = 1.20% K = 208.20 L=250' VPI: 9+08.25 EL: 899.01 A = 0.42% K = 359.35 L=150'VPT: 6+81.98EL: 892.93VPT: 9+83.25EL: 901.33VPC: 4+31.98EL: 887.72VPC: 8+33.25EL: 896.993+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00PT: 4+76.44GCLVTCLVTCCLVTCLVTCLVTCLVTUGCLVTXXX L =2 6 4 .3 9 R =5 5 0 .4 8 Δ =2 7 °31 '1 0 "RC6.01STREET PLAN & PROFILE SNELLING AVE FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT. ROW (TYP.) STA 3+25, LT END "GUTTER IN" CURB 10' TRANSITION TO "GUTTER OUT" CURB STA 3+35, LT BEGIN "GUTTER OUT" CURB 2 2 1 2 1 4 2 1 2 SNELLING AVE 6" CONCRETE DRIVEWAY PAVEMENT BITUMINOUS DRIVEWAY/TRAIL 6" CONCRETE PEDESTRIAN RAMP GRAVEL DRIVEWAY INSTALL PAVERS R-3501-TL CASTING R-3067-V CASTING INSTALL MAILBOX SUPPORT ADJUST FRAME & RING CASTING RELOCATE MISCELLANEOUS STRUCTURES ADJUST GATE VALVE & BOX 1 2 3 4 5 6 7 9 LEGEND 10 INSTALL PAVERS CONCRETE PAVEMENT AS NOTED BITUMINOUS STREET PAVEMENT BITUMINOUS TRAIL/DRIVEWAY AS NOTED GRAVEL DRIVEWAY B618 CURB & GUTTER, UNLESS OTHERWISE NOTED CROSS SLOPE TRANSITION CONCRETE VALLEY GUTTER CONSTRUCTION LIMITS 8 11 7 8 8 STA 6+25 END B618 CURB BEGIN B418 CURB STA 8+50 END B418 CURB BEGIN B618 CURB8.2 CY AGGREGATE SURFACING CLASS 2 STA 2+74.10 BEGIN CONSTRUCTION SAP 187-111-003 E X " G O A T P A T H "200'ROW4' CURB TAPER CONSTRUCTION LIMITS (TYP.) 7 PROPOSED ℄ PROFILE EXISTING PROFILE AT PROPOSED ℄ 4.3 CY AGGREGATE SURFACING CLASS 2 MnDOT ROW CONSTRUCTION NOTES: 1.ALL PEDESTRIAN RAMPS & FACILITIES SHALL BE CONSTRUCTED IN CONFORMANCE WITH MnDOT STANDARD PLAN 5-297.250. 2.CONTRACTOR SHALL MATCH ALL EXISTING INTERSECTION DRAINAGE PATTERNS UNLESS OTHERWISE REQUESTED OR APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL WORK WITH THE ENGINEER TO IDENTIFY PAVEMENT PROFILE ADJUSTMENTS IN THE FIELD AS NECESSARY TO MAINTAIN AND/OR IMPROVE DRAINAGE THROUGH THE INTERSECTIONS. 3.PAVEMENT GRADES THROUGH CROSS WALKS SHALL MEET A 2% MAXIMUM CROSS SLOPE. 4.ALL CURB TAPERS, INCLUDING FOR DRIVEWAYS, ALONG THE WEST SIDE OF SNELLING AVE N, WITH THE TRAIL DIRECTLY AT THE BACK OF CURB, SHALL BE OF SUFFICIENT LENGTH TO ENSURE THE TRAIL'S LONGITUDINAL GRADE DOES NOT EXCEED 5.0% TO COMPLY WITH ADA STANDARDS. CURB TAPERS WILL REQUIRE DIFFERENT LENGTHS AND MAY NOT BE SYMMETRICAL. DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SHEET Bolton & Menk, Inc. 2022, All Rights ReservedcH:\ARDH\0T1124965\CAD\C3D\124965C601.dwg 2/4/2022 4:28:11 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comBRADLEY J. FISHER 56595 02/07/2022 SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS SAP 187-111-003 MJW/BJF ALT/BAS BJF 0T1.124965 10' CURB TAPER 8 WETLAND WETLAND WETLAND 890 895 900 905 910 915 920 925 930 935 890 895 900 905 910 915 920 925 930 935 901.85901.910+00 902.63902.7903.40903.410+50 904.18904.4904.95905.011+00 905.70905.8906.45906.511+50 907.18907.1907.91907.812+00 908.62908.5909.32909.212+50 910.03909.9910.74910.713+00 911.45911.4912.16912.113+50 912.86912.8913.56913.514+00 914.19914.2914.73914.714+50 915.18915.3915.55915.615+00 915.83915.9916.02916.115+50 916.13916.1916.16916.116+00 916.09916.1915.94916.016+50 915.71915.7915.39915.517+00 914.98915.2914.49914.717+50 3.10% 2.83% VPI: 11+44.62 EL: 906.34 A = -0.27% K = 553.83 L=150' VPI: 15+88.49 EL: 918.91 A = -5.51% K = 72.62 L=400'HP: 15+94.14EL: 916.16VPC: 10+69.62EL: 904.01VPC: 13+88.49EL: 913.25VPT: 12+19.62EL: 908.4610+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00PC: 14+91.88GGPLANTS, MULCH, & BLOCK EDGINGBITBENCHMARK TNH ELEV: 911.30 BENCHMARKTNH ELEV: 911.4615" CMP C-DC-DC-DC-DCENTURYLINK CLVTCLVTCCLVTCCCCCLVTCLVTGCHCLVTCC-DC-DC-DC-DC-DC-DC-DC-DC-DG-D G-D G-D G-D G-D G-DG-DG-DG-DG-DG-DXCEL SRIM 908.92INVINVINVINVINVINV SRIM 915.72INVINVINVINVINVINVC-DC-DC-DC-D60+0061+00BP: 60+00.00 PI: 60+88.46 PC: 61+50.1251+0052+00EP: 52+00.00 L =4 4 5 .1 6 R =1 4 0 2 .1 8 Δ =1 8 °1 1 '2 5 "RC6.02STREET PLAN & PROFILE SNELLING AVE FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT.BUSSARD CTCUMMINGS LNLAMETTI LNROW (TYP.) 2 2 11 2 3 3 2 STA 13+15, LT END "GUTTER OUT" CURB 10' TRANSITION TO "GUTTER IN" CURB STA 13+25, LT BEGIN "GUTTER IN" CURB STA 14+90, RT END "GUTTER IN" CURB 10' TRANSITION TO "GUTTER OUT" CURB STA 15+00, RT BEGIN "GUTTER OUT" CURB 3 3 2 9 SNELLING AVE 6" CONCRETE DRIVEWAY PAVEMENT BITUMINOUS DRIVEWAY/TRAIL 6" CONCRETE PEDESTRIAN RAMP GRAVEL DRIVEWAY INSTALL PAVERS R-3501-TL CASTING R-3067-V CASTING INSTALL MAILBOX SUPPORT ADJUST FRAME & RING CASTING RELOCATE MISCELLANEOUS STRUCTURES ADJUST GATE VALVE & BOX 1 2 3 4 5 6 7 9 LEGEND 10 INSTALL PAVERS CONCRETE PAVEMENT AS NOTED BITUMINOUS STREET PAVEMENT BITUMINOUS TRAIL/DRIVEWAY AS NOTED GRAVEL DRIVEWAY B618 CURB & GUTTER, UNLESS OTHERWISE NOTED CROSS SLOPE TRANSITION CONCRETE VALLEY GUTTER CONSTRUCTION LIMITS 8 11 7 7 CONSTRUCTION LIMITS (TYP.)200'ROWSTA 13+19.71 SNELLING AVENUE N CL = STA 60+42.06 CUMMINGS LANE CL 8 PROPOSED ℄ PROFILE EXISTING PROFILE AT PROPOSED ℄ CONSTRUCTION NOTES: 1.ALL PEDESTRIAN RAMPS & FACILITIES SHALL BE CONSTRUCTED IN CONFORMANCE WITH MnDOT STANDARD PLAN 5-297.250. 2.CONTRACTOR SHALL MATCH ALL EXISTING INTERSECTION DRAINAGE PATTERNS UNLESS OTHERWISE REQUESTED OR APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL WORK WITH THE ENGINEER TO IDENTIFY PAVEMENT PROFILE ADJUSTMENTS IN THE FIELD AS NECESSARY TO MAINTAIN AND/OR IMPROVE DRAINAGE THROUGH THE INTERSECTIONS. 3.PAVEMENT GRADES THROUGH CROSS WALKS SHALL MEET A 2% MAXIMUM CROSS SLOPE. 4.ALL CURB TAPERS, INCLUDING FOR DRIVEWAYS, ALONG THE WEST SIDE OF SNELLING AVE N, WITH THE TRAIL DIRECTLY AT THE BACK OF CURB, SHALL BE OF SUFFICIENT LENGTH TO ENSURE THE TRAIL'S LONGITUDINAL GRADE DOES NOT EXCEED 5.0% TO COMPLY WITH ADA STANDARDS. CURB TAPERS WILL REQUIRE DIFFERENT LENGTHS AND MAY NOT BE SYMMETRICAL. DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SHEET Bolton & Menk, Inc. 2022, All Rights ReservedcH:\ARDH\0T1124965\CAD\C3D\124965C601.dwg 2/4/2022 4:28:19 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comBRADLEY J. FISHER 56595 02/07/2022 SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS SAP 187-111-003 MJW/BJF ALT/BAS BJF 0T1.124965 314 SY FULL RECONSTRUCTION 3' CURB TAPER MATCH EXISTING CURB & GUTTER 890 895 900 905 910 915 920 925 930 935 890 895 900 905 910 915 920 925 930 935 914.49914.717+50 913.91914.0913.25913.318+00 912.58912.6911.93912.118+50 911.34911.4910.81910.819+00 910.35910.3909.94910.119+50 909.59909.7909.31909.520+00 909.09909.3908.90908.920+50 908.72908.6908.54908.421+00 908.36908.2908.18908.121+50 908.00907.9907.82907.722+00 907.64907.6907.50907.522+50 907.40907.4907.33907.423+00 907.30907.4907.31907.723+50 907.36907.6907.45907.524+00 907.57907.7907.75907.724+50 908.03908.0908.40908.325+00 -2.68% -0.72% 0.50% VPI: 19+29.85 EL: 909.78 A = 1.95% K = 102.47 L=200' VPI: 23+12.13 EL: 907.01 A = 1.22% K = 163.31 L=200'LP: 23+30.44EL: 907.30VPT: 20+29.85EL: 909.05VPT: 24+12.13EL: 907.51VPT: 17+88.49EL: 913.56VPC: 18+29.85EL: 912.45VPC: 22+12.13EL: 907.73VPC: 24+22.59EL: 907.5618+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00PT: 19+37.04PC: 24+49.31CLVTCCLVTCLVTCLVTCCLVTCLVTGGCCLVTCLVTCLVTCLVTL =16 3.2 2 R =2 4R C6.03STREET PLAN & PROFILE SNELLING AVE FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT.GLENARDEN RDROW (TYP.) 2 2 2 1 5 STA 19+25, RT END "GUTTER OUT" CURB 10' TRANSITION TO "GUTTER IN" CURB STA 19+35, RT BEGIN "GUTTER IN" CURB STA 20+00, LT END "GUTTER IN" CURB 10' TRANSITION TO "GUTTER OUT" CURB STA 20+10, LT BEGIN "GUTTER OUT" CURB CONSTRUCTION LIMITS (TYP.) SNELLING AVE 6" CONCRETE DRIVEWAY PAVEMENT BITUMINOUS DRIVEWAY/TRAIL 6" CONCRETE PEDESTRIAN RAMP GRAVEL DRIVEWAY INSTALL PAVERS R-3501-TL CASTING R-3067-V CASTING INSTALL MAILBOX SUPPORT ADJUST FRAME & RING CASTING RELOCATE MISCELLANEOUS STRUCTURES ADJUST GATE VALVE & BOX 1 2 3 4 5 6 7 9 LEGEND 10 INSTALL PAVERS CONCRETE PAVEMENT AS NOTED BITUMINOUS STREET PAVEMENT BITUMINOUS TRAIL/DRIVEWAY AS NOTED GRAVEL DRIVEWAY B618 CURB & GUTTER, UNLESS OTHERWISE NOTED CROSS SLOPE TRANSITION CONCRETE VALLEY GUTTER CONSTRUCTION LIMITS 8 11 7 77 8 8 8STA 22+50 END B618 CURB BEGIN B418 CURB STA 24+50 END B418 CURB BEGIN B618 CURB CONSTRUCTION LIMITS (TYP.) PROTECT MAILBOX 200'ROWPROPOSED ℄ PROFILE EXISTING PROFILE AT PROPOSED ℄ CONSTRUCTION NOTES: 1.ALL PEDESTRIAN RAMPS & FACILITIES SHALL BE CONSTRUCTED IN CONFORMANCE WITH MnDOT STANDARD PLAN 5-297.250. 2.CONTRACTOR SHALL MATCH ALL EXISTING INTERSECTION DRAINAGE PATTERNS UNLESS OTHERWISE REQUESTED OR APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL WORK WITH THE ENGINEER TO IDENTIFY PAVEMENT PROFILE ADJUSTMENTS IN THE FIELD AS NECESSARY TO MAINTAIN AND/OR IMPROVE DRAINAGE THROUGH THE INTERSECTIONS. 3.PAVEMENT GRADES THROUGH CROSS WALKS SHALL MEET A 2% MAXIMUM CROSS SLOPE. 4.ALL CURB TAPERS, INCLUDING FOR DRIVEWAYS, ALONG THE WEST SIDE OF SNELLING AVE N, WITH THE TRAIL DIRECTLY AT THE BACK OF CURB, SHALL BE OF SUFFICIENT LENGTH TO ENSURE THE TRAIL'S LONGITUDINAL GRADE DOES NOT EXCEED 5.0% TO COMPLY WITH ADA STANDARDS. CURB TAPERS WILL REQUIRE DIFFERENT LENGTHS AND MAY NOT BE SYMMETRICAL. DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SHEET Bolton & Menk, Inc. 2022, All Rights ReservedcH:\ARDH\0T1124965\CAD\C3D\124965C601.dwg 2/4/2022 4:28:27 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comBRADLEY J. FISHER 56595 02/07/2022 SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS SAP 187-111-003 MJW/BJF ALT/BAS BJF 0T1.124965 11 WETLAND MATCH EXISTING CURB & GUTTER 900 905 910 915 920 925 930 935 940 945 900 905 910 915 920 925 930 935 940 945 908.40908.325+00 908.87908.9909.44909.325+50 910.10910.0910.86910.626+00 911.65911.4912.45912.126+50 913.25913.0914.06913.827+00 914.89914.5915.73915.327+50 916.59916.3917.45917.328+00 918.33918.3919.23919.128+50 920.13920.0921.05920.929+00 921.98921.8922.92922.829+50 923.87923.7924.81924.630+00 925.76925.5926.68926.330+50 927.56927.2928.41928.231+00 929.22929.1929.98929.931+50 930.71930.7931.40931.432+00 932.05932.0932.66932.632+50 3.18% 3.78% EL: 934.23 A = -2.83% K = 159.11 L=450' VPI: 25+10.09 EL: 908.00 A = 2.68% K = 65.27 L=175' VPI: 27+94.23 EL: 917.04 A = 0.60% K = 488.10 L=291.74'VPC: 30+24.30EL: 925.73VPT: 25+97.59EL: 910.78VPT: 29+40.10EL: 922.55VPC: 26+48.36EL: 912.3925+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00PT: 26+12.53PC: 28+11.49PT: 30+21.70PC: 32+23.64GGCCLVTCLVTCWSGCLVTCLVTCCLVTCLVTCLVTCLVTXXXXXXXXXXXXXSRIM 927.48INVINVINVINVINVINVSRIM 918.84INVINVINVINVINVINV SRIM 915.94INVINVINVINVINVINV SRIM 914.99INVINVINVINVINVINV L =163.22 R =2 4 99 4.0 0 Δ =0 °22'27"L =21 0 .21 R =2 0 0 0 6.0 0 Δ =0 °36'0 7"L =1 0 5.5 8 R =2 0 0 0R C6.04STREET PLAN & PROFILE SNELLING AVE FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT.SKILES LNSKILES LNFOREST LNROW (TYP.) 2 3 3 2 2 SNELLING AVE 6" CONCRETE DRIVEWAY PAVEMENT BITUMINOUS DRIVEWAY/TRAIL 6" CONCRETE PEDESTRIAN RAMP GRAVEL DRIVEWAY INSTALL PAVERS R-3501-TL CASTING R-3067-V CASTING INSTALL MAILBOX SUPPORT ADJUST FRAME & RING CASTING RELOCATE MISCELLANEOUS STRUCTURES ADJUST GATE VALVE & BOX 1 2 3 4 5 6 7 9 LEGEND 10 INSTALL PAVERS CONCRETE PAVEMENT AS NOTED BITUMINOUS STREET PAVEMENT BITUMINOUS TRAIL/DRIVEWAY AS NOTED GRAVEL DRIVEWAY B618 CURB & GUTTER, UNLESS OTHERWISE NOTED CROSS SLOPE TRANSITION CONCRETE VALLEY GUTTER CONSTRUCTION LIMITS 8 11 7 7CONSTRUCTION LIMITS (TYP.)200'ROWPROPOSED ℄ PROFILE EXISTING PROFILE AT PROPOSED ℄ CONSTRUCTION NOTES: 1.ALL PEDESTRIAN RAMPS & FACILITIES SHALL BE CONSTRUCTED IN CONFORMANCE WITH MnDOT STANDARD PLAN 5-297.250. 2.CONTRACTOR SHALL MATCH ALL EXISTING INTERSECTION DRAINAGE PATTERNS UNLESS OTHERWISE REQUESTED OR APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL WORK WITH THE ENGINEER TO IDENTIFY PAVEMENT PROFILE ADJUSTMENTS IN THE FIELD AS NECESSARY TO MAINTAIN AND/OR IMPROVE DRAINAGE THROUGH THE INTERSECTIONS. 3.PAVEMENT GRADES THROUGH CROSS WALKS SHALL MEET A 2% MAXIMUM CROSS SLOPE. 4.ALL CURB TAPERS, INCLUDING FOR DRIVEWAYS, ALONG THE WEST SIDE OF SNELLING AVE N, WITH THE TRAIL DIRECTLY AT THE BACK OF CURB, SHALL BE OF SUFFICIENT LENGTH TO ENSURE THE TRAIL'S LONGITUDINAL GRADE DOES NOT EXCEED 5.0% TO COMPLY WITH ADA STANDARDS. CURB TAPERS WILL REQUIRE DIFFERENT LENGTHS AND MAY NOT BE SYMMETRICAL. WETLAND WETLAND CONCRETE FLUME 10 SF 6" CONCRETE WALK 1 EA CASTING ASSEMBLY (R-3262-4) DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SHEET Bolton & Menk, Inc. 2022, All Rights ReservedcH:\ARDH\0T1124965\CAD\C3D\124965C601.dwg 2/4/2022 4:28:37 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comBRADLEY J. FISHER 56595 02/07/2022 SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS SAP 187-111-003 MJW/BJF ALT/BAS BJF 0T1.124965 MATCH EXISTING CURB & GUTTER MATCH EXISTING CURB & GUTTER MATCH EXISTING CURB & GUTTER 915 920 925 930 935 940 945 950 955 960 915 920 925 930 935 940 945 950 955 960 932.66932.632+50 933.23933.1933.76933.733+00 934.25934.2934.70934.533+50 935.12934.9935.49935.334+00 935.83935.7936.12936.134+50 936.38936.4936.62936.735+00 936.85937.0937.09937.135+50 937.33937.2937.57937.436+00 937.80937.6938.04937.836+50 938.23938.0938.38938.237+00 938.49938.3938.56938.537+50 938.59938.5938.57938.538+00 938.51938.4938.41938.438+50 938.27938.2938.08938.139+00 937.85937.9937.58937.739+50 937.27937.3936.91936.940+00 0.95% VPI: 39+36.89 EL: 940.77 A = -4.06% K = 147.97 L=600'HP: 37+77.57EL: 938.59VPC: 36+36.89EL: 937.92VPT: 34+74.30EL: 936.3733+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00PC: 32+23.64PT: 33+29.22PI: 36+55.38CCCCHCXXX X XXXXSRIM 936.33INVINVINVINVINVINVSRIM 933.72INVINVINVINVINVINV L =1 0 5.5 8 R =20 0 0 0.0 0 Δ =0 °1 8 '0 9"RC6.05STREET PLAN & PROFILE SNELLING AVE FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT.ARDEN PLARDEN PLROW (TYP.) 2 3 3 2 2 STA 36+00 TO STA 42+40 CROSS SLOPE VARIES FROM 1.0% TO 3.0%, SEE CROSS SECTIONS B618 CURB & GUTTER SPOT REPLACEMENT AS SPECIFIED IN THE FIELD (TYP.) 2 2 STA 35+50, LT END "GUTTER OUT" CURB 10' TRANSITION TO "GUTTER IN" CURB STA 35+60, LT BEGIN "GUTTER IN" CURB 7" CONCRETE GUTTER VALLEY (SEE DETAIL) SNELLING AVE 6" CONCRETE DRIVEWAY PAVEMENT BITUMINOUS DRIVEWAY/TRAIL 6" CONCRETE PEDESTRIAN RAMP GRAVEL DRIVEWAY INSTALL PAVERS R-3501-TL CASTING R-3067-V CASTING INSTALL MAILBOX SUPPORT ADJUST FRAME & RING CASTING RELOCATE MISCELLANEOUS STRUCTURES ADJUST GATE VALVE & BOX 1 2 3 4 5 6 7 9 LEGEND 10 INSTALL PAVERS CONCRETE PAVEMENT AS NOTED BITUMINOUS STREET PAVEMENT BITUMINOUS TRAIL/DRIVEWAY AS NOTED GRAVEL DRIVEWAY B618 CURB & GUTTER, UNLESS OTHERWISE NOTED CROSS SLOPE TRANSITION CONCRETE VALLEY GUTTER CONSTRUCTION LIMITS 8 11 9 8 8 8 CONSTRUCTION LIMITS (TYP.) 11 200'ROWPROPOSED ℄ PROFILE EXISTING PROFILE AT PROPOSED ℄ CONSTRUCTION NOTES: 1.ALL PEDESTRIAN RAMPS & FACILITIES SHALL BE CONSTRUCTED IN CONFORMANCE WITH MnDOT STANDARD PLAN 5-297.250. 2.CONTRACTOR SHALL MATCH ALL EXISTING INTERSECTION DRAINAGE PATTERNS UNLESS OTHERWISE REQUESTED OR APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL WORK WITH THE ENGINEER TO IDENTIFY PAVEMENT PROFILE ADJUSTMENTS IN THE FIELD AS NECESSARY TO MAINTAIN AND/OR IMPROVE DRAINAGE THROUGH THE INTERSECTIONS. 3.PAVEMENT GRADES THROUGH CROSS WALKS SHALL MEET A 2% MAXIMUM CROSS SLOPE. 4.ALL CURB TAPERS, INCLUDING FOR DRIVEWAYS, ALONG THE WEST SIDE OF SNELLING AVE N, WITH THE TRAIL DIRECTLY AT THE BACK OF CURB, SHALL BE OF SUFFICIENT LENGTH TO ENSURE THE TRAIL'S LONGITUDINAL GRADE DOES NOT EXCEED 5.0% TO COMPLY WITH ADA STANDARDS. CURB TAPERS WILL REQUIRE DIFFERENT LENGTHS AND MAY NOT BE SYMMETRICAL. WETLAND DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SHEET Bolton & Menk, Inc. 2022, All Rights ReservedcH:\ARDH\0T1124965\CAD\C3D\124965C601.dwg 2/4/2022 4:28:45 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comBRADLEY J. FISHER 56595 02/07/2022 SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS SAP 187-111-003 MJW/BJF ALT/BAS BJF 0T1.124965 MATCH EXISTING CURB & GUTTER MATCH EXISTING CURB & GUTTER 910 915 920 925 930 935 940 945 950 955 910 915 920 925 930 935 940 945 950 955 936.91936.940+00 936.52936.5936.08936.140+50 935.60935.6935.07935.141+00 934.51934.6933.90933.941+50 933.25933.2932.56932.542+00 931.82931.8931.042+50 930.2929.343+00 -3.10%VPI: 42+41.87EL: 931.30VPT: 42+36.89EL: 931.4640+00 41+00 42+00 43+00 44+00 45+00 45+70.42PI: 41+38.24PI: 42+30.85PI: 42+52.07PI: 43+60.74PI: 44+64.02EP: 45+70.42GGFFCGGCLVTCLVTCCLVTCLVTGGGGXXXXXXXXXXXSRIM 923.74INVINVINVINVINVINV SRIM 919.29INVINVINVINVINVINVSRIM 919.05INVINVINVINVINVINV70+00 71+00 72+00 73+00 73+31.44 BP: 70+00.00EP: 73+31.44PC: 71+15.83PT: 71+23.70910 915 920 925 930 935 940 945 950 955 910 915 920 925 930 935 940 945 950 955 932.270+35 931.56931.370+50 930.87930.4930.18930.171+00 929.46929.0928.59928.271+50 927.55927.1926.36926.272+00 925.14925.4923.93924.472+50 922.59923.1921.273+00 -2.76% -4.87% -2.00%-8.0 0 %VPI: 70+49.41EL: 931.57VPI: 72+61.46EL: 923.37VPI: 72+66.46EL: 923.27VPI: 72+81.46EL: 922.07VPI: 71+49.57 EL: 928.81 A = -2.11% K = 37.91 L=80'VPC: 71+09.57EL: 929.92VPT: 71+89.57EL: 926.87DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SHEET Bolton & Menk, Inc. 2022, All Rights ReservedcH:\ARDH\0T1124965\CAD\C3D\124965C601.dwg 2/4/2022 4:28:59 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comBRADLEY J. FISHER 56595 02/07/2022 SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS SAP 187-111-003 MJW/BJF ALT/BAS BJF 0T1.124965 RC6.06STREET PLAN & PROFILE SNELLING AVE FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT. EAST TRAIL EDGE PROFILE ROW (TYP.) B618 CURB & GUTTER SPOT REPLACEMENT AS SPECIFIED IN THE FIELD (TYP.) CONSTRUCTION LIMITS (TYP.) 1 32 SNELLING AVE 6" CONCRETE DRIVEWAY PAVEMENT BITUMINOUS DRIVEWAY/TRAIL 6" CONCRETE PEDESTRIAN RAMP GRAVEL DRIVEWAY INSTALL PAVERS R-3501-TL CASTING R-3067-V CASTING INSTALL MAILBOX SUPPORT ADJUST FRAME & RING CASTING RELOCATE MISCELLANEOUS STRUCTURES ADJUST GATE VALVE & BOX 1 2 3 4 5 6 7 9 LEGEND 10 INSTALL PAVERS CONCRETE PAVEMENT AS NOTED BITUMINOUS STREET PAVEMENT BITUMINOUS TRAIL/DRIVEWAY AS NOTED GRAVEL DRIVEWAY B618 CURB & GUTTER, UNLESS OTHERWISE NOTED CROSS SLOPE TRANSITION CONCRETE VALLEY GUTTER CONSTRUCTION LIMITS 8 11 7 10 STA 44+73.68 END CONSTRUCTION SAP 187-111-003 PROPOSED ℄ PROFILE STA 41+50 END "TIP OUT" TRAIL BEGIN "TIP IN" TRAIL STA 42+43 SNELLING CL STA 70+50 TRAIL EDGE BEGIN "TIP OUT" TRAIL END "TIP IN" TRAIL EXISTING PROFILE AT PROPOSED ℄ PROPOSED TRAIL EDGE PROFILE EXISTING PROFILE AT PROPOSED TRAIL EDGE CONSTRUCTION NOTES: 1.ALL PEDESTRIAN RAMPS & FACILITIES SHALL BE CONSTRUCTED IN CONFORMANCE WITH MnDOT STANDARD PLAN 5-297.250. 2.CONTRACTOR SHALL MATCH ALL EXISTING INTERSECTION DRAINAGE PATTERNS UNLESS OTHERWISE REQUESTED OR APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL WORK WITH THE ENGINEER TO IDENTIFY PAVEMENT PROFILE ADJUSTMENTS IN THE FIELD AS NECESSARY TO MAINTAIN AND/OR IMPROVE DRAINAGE THROUGH THE INTERSECTIONS. 3.PAVEMENT GRADES THROUGH CROSS WALKS SHALL MEET A 2% MAXIMUM CROSS SLOPE. 4.ALL CURB TAPERS, INCLUDING FOR DRIVEWAYS, ALONG THE WEST SIDE OF SNELLING AVE N, WITH THE TRAIL DIRECTLY AT THE BACK OF CURB, SHALL BE OF SUFFICIENT LENGTH TO ENSURE THE TRAIL'S LONGITUDINAL GRADE DOES NOT EXCEED 5.0% TO COMPLY WITH ADA STANDARDS. CURB TAPERS WILL REQUIRE DIFFERENT LENGTHS AND MAY NOT BE SYMMETRICAL. PROTECT EX PED RAMP WETLAND 10+0011+00C H CLVT C C-DC-DC-DC-DC-DC-DC-D50+00 51+00 52+00BP: 50+00.00EP: 52+00.001 3 + 0 0 1 4 + 0 0 1 5 + 0 0 PC: 1 4 + 9 1. 8 8 G G CCCCO OUOUOUOUCCCCGGGPLAN T S & BLOC K E D G I N G ROCK LA N D S C A P I N G PLANTS, MULCH, & TRIM PLAN TS, M UL C H, & BL O C K E D GI N G BIT BIT BIT BITBITBRICK PILLARBENCHMARK TNH ELEV: 892.11 BENCHMARKTNH ELEV: 911.30BENCH M A R K TNH E L E V: 9 1 1. 4 6 15" CMPROCKBIT BITCENTURYLINKC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DCENTURYLINKCLVT G C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DCOMCAS T C-DC-DC-DC- D C-D C-DC-DXCELG-DG-DG-DG-DG-DG-DG-DG-DG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DG-DG-DG-DG-DG-DG-DG-DXCELS RIM 908.92INVINVINVINVINVINV S60+0 0 61+0 0 62+00 63+00 64+0 0 65+00 66+00 66+71.82BP: 60+00 .00PI : 60+88 .46PC: 61+50 .12PT: 63+28.22PI: 64+07.15PC: 64+75.20PT: 66+03.06EP: 66+71.82890 895 900 905 910 915 920 890 895 900 905 910 915 920 50+00 905.22905.250+50 904.52904.5903.83903.851+00 904.01904.0904.10904.151+50 52+00 -2.79% 1.00%VPI: 50+44.77EL: 905.37VPI: 51+01.72EL: 903.78VPI: 51+44.74EL: 904.21R R C6.07STREET PLAN & PROFILE CUMMINGS LN & BUSSARD CT FEETSCALE 0 25 50 HORZ. 6" CONCRETE DRIVEWAY PAVEMENT BITUMINOUS DRIVEWAY/TRAIL 6" CONCRETE PEDESTRIAN RAMP GRAVEL DRIVEWAY INSTALL PAVERS R-3501-TL CASTING R-3067-V CASTING INSTALL MAILBOX SUPPORT ADJUST FRAME & RING CASTING RELOCATE MISCELLANEOUS STRUCTURES ADJUST GATE VALVE & BOX 1 2 3 4 5 6 7 9 LEGEND 10 INSTALL PAVERS CONCRETE PAVEMENT AS NOTED BITUMINOUS STREET PAVEMENT BITUMINOUS TRAIL/DRIVEWAY AS NOTED GRAVEL DRIVEWAY B618 CURB & GUTTER, UNLESS OTHERWISE NOTED CROSS SLOPE TRANSITION CONCRETE VALLEY GUTTER CONSTRUCTION LIMITS 8 11 ROW (TYP.) 30 LF SURMOUNTABLE CURB ROW (TYP.) CUM MI N G S L N SN E L L ING AV E SNELLING AVEBUSSARD CT 9 6 9 CONSTRUCTION LIMITS STA 13+19.71 SNELLING AVENUE N CL = STA 60+42.06 CUMMINGS LANE CL GRADE TO DRAIN TO CATCH BASINS BUSSARD CT CL PROPOSED ℄ PROFILE EXISTING PROFILE AT PROPOSED ℄ CONSTRUCTION NOTES: 1.ALL PEDESTRIAN RAMPS & FACILITIES SHALL BE CONSTRUCTED IN CONFORMANCE WITH MnDOT STANDARD PLAN 5-297.250. 2.CONTRACTOR SHALL MATCH ALL EXISTING INTERSECTION DRAINAGE PATTERNS UNLESS OTHERWISE REQUESTED OR APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL WORK WITH THE ENGINEER TO IDENTIFY PAVEMENT PROFILE ADJUSTMENTS IN THE FIELD AS NECESSARY TO MAINTAIN AND/OR IMPROVE DRAINAGE THROUGH THE INTERSECTIONS. 3.PAVEMENT GRADES THROUGH CROSS WALKS SHALL MEET A 2% MAXIMUM CROSS SLOPE. 4.ALL CURB TAPERS, INCLUDING FOR DRIVEWAYS, ALONG THE WEST SIDE OF SNELLING AVE N, WITH THE TRAIL DIRECTLY AT THE BACK OF CURB, SHALL BE OF SUFFICIENT LENGTH TO ENSURE THE TRAIL'S LONGITUDINAL GRADE DOES NOT EXCEED 5.0% TO COMPLY WITH ADA STANDARDS. CURB TAPERS WILL REQUIRE DIFFERENT LENGTHS AND MAY NOT BE SYMMETRICAL. DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SHEET Bolton & Menk, Inc. 2022, All Rights ReservedcH:\ARDH\0T1124965\CAD\C3D\124965C601.dwg 2/4/2022 4:29:10 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comBRADLEY J. FISHER 56595 02/07/2022 SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS SAP 187-111-003 MJW/BJF ALT/BAS BJF 0T1.124965 9 11 314 SY FULL RECONSTRUCTION 2 WETLAND MATCH EXISTING CURB & GUTTER 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00PT: 4+76.44GCLVTCLVTCCLVTCLVTCLVTCLVTUGCLVTXXX PR8-3A(24 X 24)PR8-3A(24 X 24)PR8-3A(24 X 24)PR8-3A(24 X 24)12.5'12.5'10'10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00PC: 14+91.8851+0052+00EP: 52+00.00 GGBITBENCHMARK TNH ELEV: 911.30 BENCHMARKTNH ELEV: 911.4615" CMP C-DC-DC-DCENTURYLINK CLVTCLVTCCLVTCCCCCLVTCLVTGCHCLVTCC-DC-DC-DC-DC-DC-DC-DC-DG-D G-D G-D G-D G-D G-DG-DG-DG-DG-DXCEL SRIM 908.92INVINVINVINVINVINV SRIM 915.72INVINVINVINVINVINVC-DC-DC-DPR8-3A(24 X 24)PR8-3A(24 X 24)PR8-3A(24 X 24)PR8-3A(24 X 24)PR8-3A(24 X 24)PR8-3A(24 X 24)12.5'12.5'10'DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SHEET Bolton & Menk, Inc. 2022, All Rights ReservedcH:\ARDH\0T1124965\CAD\C3D\124965C701.dwg 2/4/2022 4:29:55 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comBRADLEY J. FISHER 56595 02/07/2022 SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS SAP 187-111-003 MJW/BJF ALT/BAS BJF 0T1.124965 RC7.01SIGNING & STRIPING PLAN SNELLING AVE FEETSCALE 0 25 50 HORZ. ROW (TYP.) CONSTRUCTION LIMITS (TYP.)BUSSARD CTCUMMINGS LNROW (TYP.) CONSTRUCTION LIMITS (TYP.) SNELLING AVE RCROSSWALK BLOCK WHITE CIRCLE - MULTI COMP EXAMPLE: = 4" SOLID LINE WHITE - MULTI COMP SQUARE - PREF THERMO PAVEMENT MESSAGE (TYP) TRIANGLE - PAINT PENTAGON - PREF TAPE SIGNING & STRIPING LEGEND 1ST DIGIT WIDTH 4", 8", ETC. 2ND DIGIT PATTERN S - SOLID B - BROKEN D - DOTTED/DOUBLE 3RD DIGIT COLOR W - WHITE Y - YELLOW B - BLACK 4SW SIGNING KEY INSTALL SIGN FURNISH/INSTALL SIGN PANELS TYPE C (SIGN POST INCIDENTAL) PROTECT SIGN IN PLACE 1 2 3 STRIPING KEY NOTE: ALL SIGNS, PAVEMENT MARKINGS, & PAVEMENT MESSAGES SHALL BE INSTALLED TO THE SPECIFICATIONS OF THE FEDERAL HIGHWAY ADMINISTRATION'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS & HIGHWAYS. CONTRACTOR IS RESPONSIBLE FOR LAYING OUT ALL SIGNING, PAVEMENT MARKINGS, & PAVEMENT MESSAGES PRIOR TO INSTALLATION. SIGNING & STRIPING NOTES 1)ALL SIGNS MUST BE PROTECTED UNLESS NOTED OTHERWISE & APPROVED BY THE ENGINEER TO BE SALVAGED AND REINSTALLED. 2)MEASUREMENTS LABELED ARE TO FACE OF CURB OR STRIPING. 2 1 4DSY 3 STA 2+74.10 BEGIN CONSTRUCTION SAP 187-111-003 2 3 1 2 4DSY LAMETTI LN1 2 2 MnDOT ROW 24SW 24SW WETLAND WETLAND WETLAND 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00PT: 19+37.04PC: 24+49.31CLVTCCLVTCLVTCLVTCCLVTCLVTGGCCLVTCLVTCLVTCLVTPR8-3A(24 X 24)PR8-3A(24 X 24)PR8-3A(24 X 24)PR8-3A(24 X 24)12.5'12.5'10'25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00PT: 26+12.53PC: 28+11.49PT: 30+21.70PC: 32+23.64GGCCLVTCLVTCWSGCLVTCLVTCCLVTCLVTCLVTCLVTXXXXXXXXXXXXXSRIM 927.48INVINVINVINVINVINVSRIM 918.84INVINVINVINVINVINV SRIM 915.94INVINVINVINVINVINV SRIM 914.99INVINVINVINVINVINVPR8-3A(24 X 24)PR8-3A(24 X 24)PR8-3A(24 X 24)PR8-3A(24 X 24)PR8-3A(24 X 24)PR8-3A(24 X 24)12.5'12.5'10'DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SHEET Bolton & Menk, Inc. 2022, All Rights ReservedcH:\ARDH\0T1124965\CAD\C3D\124965C701.dwg 2/4/2022 4:30:06 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comBRADLEY J. FISHER 56595 02/07/2022 SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS SAP 187-111-003 MJW/BJF ALT/BAS BJF 0T1.124965 RC7.02SIGNING & STRIPING PLAN SNELLING AVE FEETSCALE 0 25 50 HORZ.GLENARDEN RDROW (TYP.) CONSTRUCTION LIMITS (TYP.)RROW (TYP.) CONSTRUCTION LIMITS (TYP.) SNELLING AVE 1 EA DYNAMIC SPEED DISPLAY SIGN (SEE SPECS/DETAILS) CROSSWALK BLOCK WHITE CIRCLE - MULTI COMP EXAMPLE: = 4" SOLID LINE WHITE - MULTI COMP SQUARE - PREF THERMO PAVEMENT MESSAGE (TYP) TRIANGLE - PAINT PENTAGON - PREF TAPE SIGNING & STRIPING LEGEND 1ST DIGIT WIDTH 4", 8", ETC. 2ND DIGIT PATTERN S - SOLID B - BROKEN D - DOTTED/DOUBLE 3RD DIGIT COLOR W - WHITE Y - YELLOW B - BLACK 4SW SIGNING KEY INSTALL SIGN FURNISH/INSTALL SIGN PANELS TYPE C (SIGN POST INCIDENTAL) PROTECT SIGN IN PLACE 1 2 3 STRIPING KEY NOTE: ALL SIGNS, PAVEMENT MARKINGS, & PAVEMENT MESSAGES SHALL BE INSTALLED TO THE SPECIFICATIONS OF THE FEDERAL HIGHWAY ADMINISTRATION'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS & HIGHWAYS. CONTRACTOR IS RESPONSIBLE FOR LAYING OUT ALL SIGNING, PAVEMENT MARKINGS, & PAVEMENT MESSAGES PRIOR TO INSTALLATION. SIGNING & STRIPING NOTES 1)ALL SIGNS MUST BE PROTECTED UNLESS NOTED OTHERWISE & APPROVED BY THE ENGINEER TO BE SALVAGED AND REINSTALLED. 2)MEASUREMENTS LABELED ARE TO FACE OF CURB OR STRIPING. 4DSY 2 3 2 3 2 SKILES LNSKILES LN3 4DSY 2 FOREST LN3 2 24SW WETLAND WETLAND WETLAND 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00PC: 32+23.64PT: 33+29.22PI: 36+55.38CCCCHCXXX X XXXXSRIM 936.33INVINVINVINVINVINVSRIM 933.72INVINVINVINVINVINV PR8-3A(24 X 24)PR8-3A(24 X 24)PR8-3A(24 X 24)PR3-8A(24 X 24)12.5'12.5'10'11'11'10'40+00 41+00 42+00 43+00 44+00 45+00 45+70.42PI: 41+38.24PI: 42+30.85PI: 42+52.07PI: 43+60.74PI: 44+64.02EP: 45+70.4270+00 71+00 72+00 73+00 73+31.44BP: 70+00.00PC: 71+15.83PT: 71+23.70EP: 73+31.44GGFFCGGCLVTCLVTCCLVTCLVTGGGGXXXXXXXXXSRIM 923.74INVINVINVINVINVINV SRIM 919.29INVINVINVINVINVINVSRIM 919.05INVINVINVINVINVINV PR3-8A(24 X 24)PR8-3A(24 X 24)11'11'10'11'8'15'11'DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. SHEET Bolton & Menk, Inc. 2022, All Rights ReservedcH:\ARDH\0T1124965\CAD\C3D\124965C701.dwg 2/4/2022 4:30:16 PMDESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comBRADLEY J. FISHER 56595 02/07/2022 SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS SAP 187-111-003 MJW/BJF ALT/BAS BJF 0T1.124965 RC7.03SIGNING & STRIPING PLAN SNELLING AVE FEETSCALE 0 25 50 HORZ.ARDEN PLARDEN PLROW (TYP.) CONSTRUCTION LIMITS (TYP.)RROW (TYP.) CONSTRUCTION LIMITS (TYP.) SNELLING AVE CROSSWALK BLOCK WHITE CIRCLE - MULTI COMP EXAMPLE: = 4" SOLID LINE WHITE - MULTI COMP SQUARE - PREF THERMO PAVEMENT MESSAGE (TYP) TRIANGLE - PAINT PENTAGON - PREF TAPE SIGNING & STRIPING LEGEND 1ST DIGIT WIDTH 4", 8", ETC. 2ND DIGIT PATTERN S - SOLID B - BROKEN D - DOTTED/DOUBLE 3RD DIGIT COLOR W - WHITE Y - YELLOW B - BLACK 4SW SIGNING KEY INSTALL SIGN FURNISH/INSTALL SIGN PANELS TYPE C (SIGN POST INCIDENTAL) PROTECT SIGN IN PLACE 1 2 3 STRIPING KEY NOTE: ALL SIGNS, PAVEMENT MARKINGS, & PAVEMENT MESSAGES SHALL BE INSTALLED TO THE SPECIFICATIONS OF THE FEDERAL HIGHWAY ADMINISTRATION'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS & HIGHWAYS. CONTRACTOR IS RESPONSIBLE FOR LAYING OUT ALL SIGNING, PAVEMENT MARKINGS, & PAVEMENT MESSAGES PRIOR TO INSTALLATION. SIGNING & STRIPING NOTES 1)ALL SIGNS MUST BE PROTECTED UNLESS NOTED OTHERWISE & APPROVED BY THE ENGINEER TO BE SALVAGED AND REINSTALLED. 2)MEASUREMENTS LABELED ARE TO FACE OF CURB OR STRIPING. 4DSY 24SY 4DSY 24SY 4DSY 4DSY 4SW 3 31 2 1 2 3 2 STA 44+73.68 END CONSTRUCTION SAP 187-111-003 LAKE JOHANNA BLVDCOUNTY RD E24SW 3 4SW WETLAND WETLAND Page 1 of 2 DATE: February 14, 2022 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: David Swearingen, P.E. Public Works Director / City Engineer SUBJECT: Arden Oaks Street Improvements – Resolution Approving Plans & Specifications and Order Advertisement for Bids Budgeted Amount: Actual Amount: Funding Source: $583,000 $623,307 PIR, Surface Water, Sanitary, (2022 CIP) (Pre-bid estimate) Water, Special Assessments Council Should Consider Motions to approve, table, or deny the following: • Adopting Resolution 2022-006 Approving Plans and Specifications and Ordering Advertisement for Bids for the Arden Oaks Street Improvements project. All items need a simple majority for action unless otherwise noted. Background/Discussion On August 23, 2021, the City Council ordered preparation of plans and specifications for the Arden Oaks Street Improvements project within the Arden Oaks residential neighborhood following a public hearing for the project. The proposed improvements include bituminous paving, storm water improvements, concrete curb and gutter repair, and appurtenant work on Arden Oaks Drive from Snelling Avenue North to County Rd E and Arden Oaks Court within the Arden Oaks Neighborhood. The project plans and specifications are prepared and the project is ready for solicitation of construction bids. Adoption of Resolution 2022-006 will approve the plans and specification and order advertisement for bids for the Arden Oaks Street Improvements project. Bids would be received on March 9, 2022 and presented to the City Council on March 14, 2022 with an appropriate resolution to proceed to an assessment hearing for the project before awarding the construction contact. This schedule will allow for contract award on April 11, 2022 with construction starting this summer. The final construction completion date is September 30, 2022. Staff recommends adoption of Resolution 2021-006 as provided in Attachment A. The final plan set and specifications consists of 326 pages. Full copies of these documents are on file and available upon request to the City Clerk or by downloading from the project webpage prior to the CONSENT ITEM – 6G MEMORANDUM Page 2 of 2 start of bidding. Selected plan sheets illustrating the project improvements are provided in Attachment B. Budget Impact The estimated total project cost and funding sources based on the final plans and specifications are summarized below. Total Estimated Expenses Construction: $ 538,607 Engineering Design: $ 33,400 Construction Mgmt: $ 26,300 Gen Admin & Legal: $ 15,000 Material Testing: $ 10,000 TOTAL ESTIMATE: $ 623,307 Proposed project funding sources are a combination of the City’s Permanent Improvement Revolving (PIR) fund, utility funds, and special assessments for street improvements summarized in the following table: Total Estimated Funding PIR Fund: $ 329,944 Special Assessments: $ 245,243 Water Utility: $ 2,450 Sanitary Sewer Utility: $ 9,750 Surface Water Utility $ 35,920 TOTAL FUNDING: $ 623,307 The amounts listed above are estimates based on the current opinion of probable construction costs. Final total expenses and funding amounts will be revised and presented to the City Council upon receipt of construction bids. The total estimated cost of the recommended improvements is $623,307. A portion of this project is proposed to be assessed to the benefiting property owners and the remainder through other funding sources. In accordance with the City’s Assessment policy, the preliminary assessment for the recommended improvement is calculated at $6,131.10 per unit. As the project is competitively bid, the calculated assessment amount will be updated leading up to the adoption of the assessment roll. Attachments Attachment A: Resolution 2022-006 Attachment B: Project Plan Sheets 1 To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage. CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2022-006 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING THE ADVERTISEMENT FOR BIDS WHEREAS, pursuant to City Council Resolution 2021-046, the city engineer has prepared plans and specifications for Improvement Project No. PW-21-0109, Arden Oaks Street Improvement Project, the improvement of Arden Oaks Drive (From Snelling Ave N to County Rd E) and Arden Oaks Court. The plans and specifications have been presented to the council for approval. NOW, THEREFORE, BE IT RESOLVED THAT THE CITY COUNCIL OF THE CITY OF ARDEN HILLS: 1. Such plans and specifications, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The City Clerk shall prepare and cause to be inserted in the official paper an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisements shall be published for 21 days, shall specify the work to be done, shall state that the bids will be received by the clerk until 3:00 p.m. on Wednesday, March 9, 2022, at which time they will be publicly opened in the council chambers of the city hall by the City Clerk, will then be tabulated, and will be considered by the council at 7:00 p.m. on March 14, 2022, in the council chambers of the city hall. Any bidder whose responsibility is questioned during the consideration of the bid will be given an opportunity to address the council on the issue of responsibility. No bids will be considered unless sealed and filed with the City Clerk and accompanied by a cash deposit, cashier’s check, bid bond, or certified check payable to the city for five (5) percent of the amount of such bid. PASSED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 14th DAY OF FEBRUARY 2022. ________________________________ Mayor Attest: ______________________________ City Clerk ROW VARIES 30'-35'ROW VARIES 30'-35'BACK OF CURB TO CENTERLINE 18' +/-0.5'BACK OF CURB TO CENTERLINE 18' +/-0.5'BACK OF CURB TO BACK OF CURB 36' +/-0.5'ROW VARIES 60'-70'EXISITING SLOPE VARIES 1.2% TO 4.0%, 2% PROPOSEDEXISTING SLOPE VARIES 1.2% TO 4.0%, 2% PROPOSEDD418 CURB AND GUTTER - SPOT REPLACEMENTAPPROVED GRANULAR BACKFILL6" TOPSOIL WITH SEEDINSET A120.33'0.5'10.5' MAX2.0' MIN0.5'0.5' MINB418 CURB AND GUTTER - SPOT REPLACEMENTAPPROVED GRANULARBACKFILL6" TOPSOILWITH SEED6" PERFORATED PVC DRAIN TILEFREE DRAINING AGGREGATE (1" CRUSHED ROCK)GEOTEXTILE FABRIC TYPE 1GEOTEXTILE FABRIC TYPE 5SELECT GRANULAR BORROWK:\a-f\ArdenHills\18196000\04_Production\01_CAD\02_Sheets\TYPICAL SECTIONS.dwg Feb 07, 2022 - 10:47pmDESCRIPTION OF REVISIONSNO.DATEBYDESIGNEDDRAWNCHECKEDDRAWING NO.PROJ. NO.444 Cedar Street, Suite 1500Saint Paul, MN 55101651.292.4400tkda.comFILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:4TYPICAL SECTIONSLPPSPBMOBLARRY POPPLER410052/8/2022------------------------------------------------------------I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.ARDEN OAKS STREETIMPROVEMENTS18196.0006" CONCRETE DRIVEWAY PAVEMENT6" AGGREGATE BASE CLASS 5SUBGRADE3" TYPE 9.5 WEARING COURSEMIXTURE (2,B) (SPWEA230B) (2 LIFTS)6" AGGREGATE BASE CLASS 5SUBGRADEPROPOSED CONCRETE DRIVEWAYPROPOSED BITUMINOUS DRIVEWAY2.0" TYPE 9.5 WEARING COURSE MIXTURE (2,B) (SPWEA230B)TACK COAT AS DIRECTED BY THE ENGINEER2.0" TYPE 9.5 WEARING COURSE MIXTURE (2,B) (SPWEA230B)+/- 12" FULL DEPTH RECLAMATION5" COMMON EXCAVATION1" CLEAR CRUSHED ROCKDEPTH OF BASE VARIES 7" TO 15"INSET ASUBGRADESALVAGED PAVERS6" CLASS 5 AGGREGATE BASESUBGRADE1" SAND LEVELING COURSESWEEP CRACKS WITH SELECT GRANULAR BORROWPAVER DRIVEWAYFULL DEPTH RECLAMATIONDRAINTILE DETAILCASTING ASSEMBLYNEENAH R-1976CAPDRAIN TILENOTE:ALL FITTINGS FOR CLEANOUTAND CONNECTION AREINCIDENTAL TO THE CLEANOUTFINISH GRADE6" MIN.6"MIN.TYPICAL DRAINTILE CLEANOUT >>>>WATWATWAT>>>>>>>>WATWAT>>WAT>>WAT>>WAT>>WATWAT >>>>WAT>>WAT>>WAT>>WAT>>WAT>>>>WAT >>>>WATWAT>>WAT>> >> >> >>WATWATWATWATWAT>>>>>>>>WAT>>>>WATWAT>>>>WAT >>>>WATWAT>>>>WAT >>>>WAT WAT >>>>WAT>>WAT>>>>W A T WAT>>>> >>>>>>>>>>>>>>>>>> >>WAT>>WAT>>WAT>>WAT>>>>WAT >>>>WATWAT>>WATWATWATWATWATWATWATWATWA T WATWATWATWATWAT>>>>>>>>>>>>WATWATWATWATWATWA T WA T WA T WA TWATWATWATWATWATWATWATWATWAT>>>>>>>>>>>>>WATWATWATWATWATWAT>>>>>>>>>>>>>>>>>>>>WATWATWAT>>>>WATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STTRIM 908.54HYD 12"HYDHYDVWHYDVWHYD 1466149914831473146914631453144514351425141514071401137613771416142814381444144314371429PARK14141424143414421450145214601462147614861496362836383631363236723682>BIT.BIT.BIT.BIT.BIT.BIT.BIT.CONC.PAVERCONC.BIT.PAVERPAVERCONC.CONC.CONC.CONC.CONC.CONC.CO N C .BIT.BIT.BIT.BIT.BI T . BIT.BIT.BIT.CONC.CONC.CONC.CONC.CONC.CONC.CONC.SNVWVWSNSNSNVWSNSNSNVWSNCTV CTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV C T V CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVC T V CTV CTV CT V C T V CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTVCTV >>>>>>>>PI: 4+47.81PC: 5+62.81PC: 12+94.74PC: 19+38.61 PC: 0+82.99PC: 2+06.07PT: 8+76.91PT: 20+48.38 PT: 1+70.49PT: 2+82.6022+62.760+001+002+003+004+005+00 6+00 7 + 0 0 8+009+0010+0011+0012+0013+0014+0019+0020+0021+0022+000+001+002+00 >>>>>>WAT WAT WAT >>>>>>WATWAT>> >> >> >> >> >>WATWATWATWATWATWATWATWAT>>>>>>>>>>>>>>>>>>WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>VWSNCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTVCTVCTVCTVCTV CTVCTVCTV CTV CTV >> >>>>>>>>>PI: 4+47.81PC: 5+62.814+005+00 FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:5RECLAMATION PLANSTATION 0+00 TO 14+00LPPSPBMOBLARRY POPPLER410052/8/2022------------------------------------------------------------I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.ARDEN OAKS STREETIMPROVEMENTS18196.000ARDEN OAKS DRIVEARDEN OAKS DRIVESNELLING AVENUEK:\a-f\ArdenHills\18196000\04_Production\01_CAD\02_Sheets\REMOVALS.dwg Feb 08, 2022 - 9:03amDESCRIPTION OF REVISIONSNO.DATEBYDESIGNEDDRAWNCHECKEDDRAWING NO.PROJ. NO.444 Cedar Street, Suite 1500Saint Paul, MN 55101651.292.4400tkda.comM A T C H L I N E - S T A . 1 4 + 0 0 SCALE IN FEET25501002040800SCALE IN FEET255010010204001476146614621460ARDEN OAKS DRIVE1483ROWROWROWROWROW & CONSTRUCTIONLIMITSROWROWROWROWROWROWROWCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSROW & CONSTRUCTIONLIMITSROW & CONSTRUCTIONLIMITSCONSTRUCTION LIMITS1111122222224444444444555533332612345REMOVAL KEYNOTES:RECLAIM BITUMINOUS & AGGREGATE BASE TO DEPTH OF 10" OR ASDIRECTED BY THE ENGINEER (FULL DEPTH RECLAMATION).REMOVE EXISTING RINGS & SALVAGE CASTING (ADJUST FRAME AND RIMCASTING). SEE DETAIL SHEET 3.ADJUST GATE VALVE TO GRADE (ADJUST VALVE BOX). REPAIR DAMAGEDOR UN-ADJUSTABLE VALVE BOXES WITH NEW PARTS (REPAIR VALVE BOX).REMOVE AND REPLACE FULL CURB PANELS AS DIRECTED BY ENGINEER.SAWCUT AT EXISTING CURB JOINTSREMOVE CURB AND GUTTER AS DIRECTED BY THE ENGINEERSAW CUT FULL DEPTH (SAWING BIT PAVEMENT & SAWING CONCRETEPAVEMENT)SALVAGE MAILBOXCLEAR AND GRUB TREEREMOVE LANDSCAPING6LEGEND:REMOVE BITUMINOUS DRIVEWAY PAVEMENT REMOVE CONCRETE DRIVEWAY PAVEMENTSALVAGE BRICK PAVERSFULL DEPTH RECLAMATIONDRIVEWAYS WILL BE MARKED FOR REMOVAL BY THEENGINEER (DEPENDENT ON CURB REPLACEMENT).CURB SHALL BE SAWCUT TO FULL DEPTH ALONGREMOVAL LIMITS AND BACK OF CURB ALONGDRIVEWAYS TO ENSURE CLEAN REMOVAL (TYP. &INCIDENTAL)7777777898899989889HEATED DRIVEDO NOT DISTURBSAWCUT AS DIRECTED (TYP.) >>>>>>>>>>>>>>>>>>>WATWATWATWATWATWATWAT WAT>>>>>>>>WAT WAT>>WAT>>>>WAT>>>>WATWAT>>>>WAT>>>>WATWAT>>>>WAT>>>>WATWAT>>>>WAT>>WAT>>>>WAT>>>>WAT >>>>WAT >>>>>>WAT WAT >>>>W A T >>>>WA T WAT>>>>WAT>>>>>>WAT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WAT>>WAT>>WAT>>WAT >>>>WAT>>>>WATWAT> >WA T WAT WAT WAT WAT WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT>>>>>>>>>WAT WAT WAT WAT WAT WAT>>>>>>>>>>>>>>>>>>>> WAT WAT WAT WAT >>>>>>WATWATWAT>>>>>>WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HY D VW HY DHY DVW HY DVW PPHY D1435 1401 1399 1397 1395 1392 1390 1388 13761377 1416 1428 1438 1444 1443 1437 1429 PARK14141424143414421450 3609 3623 3631 3632 3620 1427 1423 1415 1370 1401 1387 1434 1420 1412 1404 1400 1392CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.BIT.BIT.BIT.BIT.BIT. BIT.BIT.BIT.BIT. BIT. BIT. PAVER CONC.CONC.CONC.CONC.CONC. CON C . CONC. CONC. VWSN SN SN SN SN ST SN ST VW SN SN VW SN UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFOCTVCTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTVCTVCTV CTV CTV CTV CTV CTV CTVCTVCTVCTV CTVCTV CTV CTVCTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTVPC: 12+94.74PC: 14+72.29PC: 16+67.74PC: 19+38.61PT: 8+76.91PT: 14+71.08PT: 16+66.68PT: 18+36.29PT: 20+48.3822+62.76 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+0017+0018+0019+0020+00 21+00 22+00 6+32.530+001+002+003+004+005+006+00K:\a-f\ArdenHills\18196000\04_Production\01_CAD\02_Sheets\REMOVALS.dwg Feb 07, 2022 - 10:48pmDESCRIPTION OF REVISIONSNO.DATEBYDESIGNEDDRAWNCHECKEDDRAWING NO.PROJ. NO.444 Cedar Street, Suite 1500Saint Paul, MN 55101651.292.4400tkda.comFILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:6RECLAMATION PLANSTATION 14+00 TO 22+50LPPSPBMOBLARRY POPPLER410052/8/2022------------------------------------------------------------I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.ARDEN OAKS STREETIMPROVEMENTS18196.000ARDEN OAKS DRIVEARDEN OAKS COURT ARDEN OAKS DRIVE ARDEN OAKS DRIVECOUNTY ROAD E MATCHLINE - STA. 14+00PASCAL AVENUE63222222232222ROWROWROWROWROWROWROWROWROWROWROWROWROWROWCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS211111SCALE IN FEET020408044444444445512345REMOVAL KEYNOTES:RECLAIM BITUMINOUS & AGGREGATE BASE TO DEPTH OF 10" OR ASDIRECTED BY THE ENGINEER (FULL DEPTH RECLAMATION).REMOVE EXISTING RINGS & SALVAGE CASTING (ADJUST FRAME AND RIMCASTING). SEE DETAIL SHEET 3.ADJUST GATE VALVE TO GRADE (ADJUST VALVE BOX). REPAIR DAMAGEDOR UN-ADJUSTABLE VALVE BOXES WITH NEW PARTS (REPAIR VALVE BOX).REMOVE AND REPLACE FULL CURB PANELS AS DIRECTED BY ENGINEER.SAWCUT AT EXISTING CURB JOINTSREMOVE CURB AND GUTTER AS DIRECTED BY THE ENGINEERSAW CUT FULL DEPTH (SAWING BIT PAVEMENT & SAWING CONCRETEPAVEMENT)SALVAGE MAILBOX6LEGEND:REMOVE BITUMINOUS DRIVEWAY PAVEMENT REMOVE CONCRETE DRIVEWAY PAVEMENTSALVAGE BRICK PAVERSFULL DEPTH RECLAMATIONDRIVEWAYS WILL BE MARKED FOR REMOVAL BY THE ENGINEER (DEPENDENT ON CURBREPLACEMENT). CURB SHALL BE SAWCUT TO FULL DEPTH ALONG REMOVAL LIMITS ANDBACK OF CURB ALONG DRIVEWAYS TO ENSURE CLEAN REMOVAL (TYP. & INCIDENTAL)7SAWCUT AS DIRECTED (TYP.) >>>>>>WAT WAT WAT >>>>>>WATWAT>> >> >> >> >> >>WATWATWATWATWATWATWATWAT>>>>>>>>>>>>>>>>>>WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTVCTVCTVCTVCTV CTVCTVCTV CTV CTV >> >>>>>>>>>SNVW>>>>>>>>>>>>>>>>>>CO>>COCOCO>COPI: 4+47.81PC: 5+62.814+005+00 >>>>WATWATWAT>>>>>>>>WATWAT>>WAT>>WAT>>WAT>>WATWAT >>>>WAT>>WAT>>WAT>>WAT>>WAT>>>>WAT >>>>WATWAT>>WAT>> >> >> >>WATWATWATWATWAT>>>>>>>>WAT>>>>WATWAT>>>>WAT >>>>WATWAT>>>>WAT >>>>WAT WAT >>>>WAT>>WAT>>>>W A T WAT>>>> >>>>>>>>>>>>>>>>>> >>WAT>>WAT>>WAT>>WAT>>>>WAT >>>>WATWAT>>WATWATWATWATWATWATWATWATWA T WATWATWATWATWAT>>>>>>>>>>>>WATWATWATWATWATWA T WA T WA T WA TWATWATWATWATWATWATWATWATWAT>>>>>>>>>>>>>WATWATWATWATWATWAT>>>>>>>>>>>>>>>>>>>>WATWATWAT>>>>WATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STTRIM 908.54HYD 12"HYDHYDVWHYDVWHYD 1466149914831473146914631453144514351425141514071401137613771416142814381444144314371429PARK14141424143414421450145214601462147614861496362836383631363236723682>BIT.BIT.BIT.BIT.BIT.BIT.BIT.CONC.PAVERCONC.BIT.PAVERPAVERCONC.CONC.CONC.CONC.CONC.CONC.CO N C .BIT.BIT.BIT.BIT.BI T . BIT.BIT.BIT.CONC.CONC.CONC.CONC.CONC.CONC.CONC. CTV CTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV C T V CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVC T V CTV CTV CT V C T V CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTVCTV >>>>>>>>VWSNSNSNSNSNSNSNSNVWVWVW>>>>>>>>>>>>>>>>>COCOCO>COCOCOCOPI: 4+47.81PC: 5+62.81PC: 12+94.74PC: 19+38.61 PC: 0+82.99PC: 2+06.07PT: 8+76.91PT: 18+36.29 PT: 20+48.38 PT: 1+70.49PT: 2+82.600+001+002+003+004+005+00 6+00 7 + 0 0 8+009+0010+0011+0012+0013+0014+0019+0020+0021+0022+0022+62.760+001+002+00 FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:7CONSTRUCTION PLANSTATION 0+00 TO 14+00LPPSPBMOBLARRY POPPLER410052/8/2022------------------------------------------------------------I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.ARDEN OAKS STREETIMPROVEMENTS18196.000K:\a-f\ArdenHills\18196000\04_Production\01_CAD\02_Sheets\8 STREET IMPROVEMENTS.dwg Feb 07, 2022 - 10:48pmDESCRIPTION OF REVISIONSNO.DATEBYDESIGNEDDRAWNCHECKEDDRAWING NO.PROJ. NO.444 Cedar Street, Suite 1500Saint Paul, MN 55101651.292.4400tkda.comARDEN OAKS DRIVEARDEN OAKS DRIVESNELLING AVENUEM A T C H L I N E - S T A . 1 4 + 0 0 SCALE IN FEET25501002040800SCALE IN FEET255010010204001476146614621460ARDEN OAKS DRIVE1483ARDEN OAKS DRIVEARDEN OAKS DRIVESNELLING AVENUEM A T C H L I N E - S T A . 1 4 + 0 01476146614621460ARDEN OAKS DRIVE1483ROWROWROWROWROW & CONSTRUCTIONLIMITSROWROWROWROWROWROWROWCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSROW & CONSTRUCTIONLIMITSROW & CONSTRUCTIONLIMITSCONSTRUCTION LIMITS111112222222333321234CONSTRUCTION KEYNOTES:2" SP9.5 WEARING COURSE (BASE) WITH 2" SP9.5 WEARING COURSE (SEETYPICAL SECTIONS SHEET 4)REINSTALL AND ADJUST CASTING WITH NEW CONCRETE RINGS. SEEDETAIL SHEET 3ADJUST GATE VALVE TO GRADE (ADJUST VALVE BOX). REPAIR DAMAGEDOR UN-ADJUSTABLE VALVE BOXES WITH NEW PARTS (REPAIR VALVE BOX).FULL CURB REPLACEMENT AS DIRECTED BY THE ENGINEERREINSTALL MAILBOX AS DIRECTED BY THE ENGINEERDRAIN TILE SEE SHEET 3VALLEY GUTTER AND APPROACH APRONDRAIN TILE CLEANOUT SEE SHEET 3555555566666444446666447LEGEND:3" BITUMINOUS DRIVEWAY PAVEMENT SEE SHEET 4 6" CONCRETE DRIVEWAY PAVEMENT SEE SHEET 4REINSTALL BRICK PAVERS SEE SHEET 44" BITUMINOUS STREET SECTION SEE SHEET 488888888888HEATED DRIVEDO NOT DISTURB >>>>>>>>>>>>>>>>>>>WATWATWATWATWATWATWAT WAT>>>>>>>>WAT WAT>>WAT>>>>WAT>>>>WATWAT>>>>WAT>>>>WATWAT>>>>WAT>>>>WATWAT>>>>WAT>>WAT>>>>WAT>>>>WAT >>>>WAT >>>>>>WAT WAT >>>>W A T >>>>WA T WAT>>>>WAT>>>>>>WAT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WAT>>WAT>>WAT>>WAT >>>>WAT>>>>WATWAT> >WA T WAT WAT WAT WAT WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT>>>>>>>>>WAT WAT WAT WAT WAT WAT>>>>>>>>>>>>>>>>>>>> WAT WAT WAT WAT >>>>>>WATWATWAT>>>>>>WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HY D VW HY DHY DVW HY DVW PPHY D1435 1401 1399 1397 1395 1392 1390 1388 13761377 1416 1428 1438 1444 1443 1437 1429 PARK14141424143414421450 3609 3623 3631 3632 3620 1427 1423 1415 1370 1401 1387 1434 1420 1412 1404 1400 1392CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.BIT.BIT.BIT.BIT.BIT. BIT.BIT.BIT.BIT. BIT. BIT. PAVER CONC.CONC.CONC.CONC.CONC. CON C . CONC. CONC. UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFOCTVCTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTVCTVCTV CTV CTV CTV CTV CTV CTVCTVCTVCTV CTVCTV CTV CTVCTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTVSNSNSN SN SN SNSN SN SN ST VW VW VW ST 0+00 0+63.74PC: 0+10.00PT: 0+41.45 0+000+63.92 PC: 0+22.44PT: 0+53.92PC: 12+94.74PC: 14+72.29PC: 16+67.74PC: 19+38.61PT: 8+76.91PT: 14+71.08PT: 16+66.68PT: 18+36.29PT: 20+48.389+00 10+00 11+00 12+00 13+00 14+00 15+00 16+0017+0018+0019+0020+00 21+00 22+00 22+62.76 6+32.530+001+002+003+004+005+006+00K:\a-f\ArdenHills\18196000\04_Production\01_CAD\02_Sheets\8 STREET IMPROVEMENTS.dwg Feb 07, 2022 - 10:48pmDESCRIPTION OF REVISIONSNO.DATEBYDESIGNEDDRAWNCHECKEDDRAWING NO.PROJ. NO.444 Cedar Street, Suite 1500Saint Paul, MN 55101651.292.4400tkda.comFILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:8CONSTRUCTION PLANSTATION 14+00 TO 22+50LPPSPBMOBLARRY POPPLER410052/8/2022------------------------------------------------------------I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.ARDEN OAKS STREETIMPROVEMENTS18196.000MATCHLINE - STA. 14+00SCALE IN FEET0204080ARDEN OAKS DRIVEARDEN OAKS COURTARDEN OAKS DRIVE ARDEN OAKS DRIVECOUNTY ROAD EPASCAL AVENUEROWROWROWROWROWROWROWROWROWROWROWROWROWROWCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS111117422222224222221234CONSTRUCTION KEYNOTES:2" SP9.5 WEARING COURSE (BASE) WITH 2" SP9.5 WEARING COURSE (SEETYPICAL SECTIONS SHEET 4)REINSTALL AND ADJUST CASTING WITH NEW CONCRETE RINGS. SEEDETAIL SHEET 3ADJUST GATE VALVE TO GRADE (ADJUST VALVE BOX). REPAIR DAMAGEDOR UN-ADJUSTABLE VALVE BOXES WITH NEW PARTS (REPAIR VALVE BOX).FULL CURB REPLACEMENT AS DIRECTED BY THE ENGINEERREINSTALL MAILBOX AS DIRECTED BY THE ENGINEERDRAIN TILE SEE SHEET 3VALLEY GUTTER AND APPROACH APRONDRAIN TILE CLEANOUT SEE SHEET 3567LEGEND:3" BITUMINOUS DRIVEWAY PAVEMENT SEE SHEET 4 6" CONCRETE DRIVEWAY PAVEMENT SEE SHEET 4REINSTALL BRICK PAVERS SEE SHEET 44" BITUMINOUS STREET SECTION SEE SHEET 48 CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTVCTVCTVCTVCTVCTV CTVCTV CTV CTV CTV>>>>>>>>>>>SNVW>>>>>>>>>>>>>>>>>CO>>COCOCO2200921.372201921.632202921.892203921.952204922.002205922.042206922.072207922.032208921.902209921.882210921.752211921.392212920.872213920.662214920.452215919.542216918.452217921.90>COPI: 4+47.81PC: 5+62.814+005+00919920921922922922923923 0+001+002+002+28.61PC: 0+58.82PT: 1+83.21PRC: 0+71.60PRC: 1+70.330+ 0 0 0+50 0+000+500+00 0+50 9209259309209259300+509209259309209259300+509209259309209259300+506.01%1.00%0+10.00 922.958 0+37.90 921.980PVI STA: 0+23.95PVI ELEV: 922.12LENGTH: 20.004.37%1.00%0+10.00 922.786 0+40.40 921.970PVI STA: 0+25.20PVI ELEV: 922.12LENGTH: 20.009.13%1.00%0+13.07 923.075 0+42.40 921.590PVI STA: 0+27.73PVI ELEV: 921.74LENGTH: 20.000+000+000+001466 ARDEN OAKS DRIVE1462 ARDEN OAKS DRIVE1460 ARDEN OAKS DRIVE9209259309209259300+501+001+502+002+29921.7 921.81 921.6 922.06 920.8 921.41 919.8 919.79 0.88%4.91%0+00.00 921.374 2+28.61 918.450 PVI STA: 1+43.49PVI ELEV: 922.63LENGTH: 150.00HIGH PT. STA: 0+91.19HIGH PT ELEV: 922.070.50%4.20%0+20.00 919.549 1+73.10 918.784 2+28.61 916.450CUL-DE-SAC GUTTER PROFILEPoint TablePoint #220022012202220322042205220622072208220922102211221222132214221522162217Elevation921.37921.63921.89921.95922.00922.04922.07922.03921.90921.88921.75921.39920.87920.66920.45919.54918.45921.90Northing195253.63195224.21195194.81195188.61195183.41195178.66195166.45195151.27195139.10195137.92195132.68195130.39195139.41195143.04195144.30195144.26195144.22195160.94Easting557005.80557006.17557006.50557007.84557011.48557015.55557020.62557019.57557012.12557010.88557002.86556984.86556967.81556962.54556956.27556933.57556910.87556990.12DescriptionGUTGUTGUTGUTGUTGUTGUTGUTGUTGUTGUTGUTGUTGUTGUTGUTGUTGUT CENTERFILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:9CONSTRUCTION DETAILSLPPSPBMOBLARRY POPPLER410052/8/2022------------------------------------------------------------I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.ARDEN OAKS STREETIMPROVEMENTS18196.000K:\a-f\ArdenHills\18196000\04_Production\01_CAD\02_Sheets\CULDESAC DETAIL.dwg Feb 07, 2022 - 10:48pmDESCRIPTION OF REVISIONSNO.DATEBYDESIGNEDDRAWNCHECKEDDRAWING NO.PROJ. NO.444 Cedar Street, Suite 1500Saint Paul, MN 55101651.292.4400tkda.comSCALE IN FEET2550100102040014621460ARDEN OAKS DRIVE148314761466ARDEN OAKS DRIVEROWROWROWROWCONSTRUCTION LIMITSROW & CONSTRUCTION LIMITSROW & CONSTRUCTION LIMITSCONSTRUCTION LIMITSDRAINTILE TOP PIPE PROFILE1460 CL DRIVEWAY1462 CL DRIVEWAY1460 CL DRIVEWAYHIGH POINT2' COVER LINE TO TOP PIPE >>>>>WATWATWAT>>>>>>>>WATWAT>>WAT>>WAT>>WAT>>WATWAT >>>>WAT>>WAT>>WAT>>WAT>>WAT>>>>WAT >>>>WATWAT>>WAT>> >> >> >>WATWATWATWATWAT>>>>>>>>WAT>>>>WATWAT>>>>WAT >>>>WATWAT>>>>WAT >>>>WAT WAT >>>>WAT>>WAT>>>>W A T >>WAT>>>> >>>>>>>>>>>>>>>>>> >>WAT>>WAT>>WAT>>WAT>>>>WAT >>>>WATWAT>>WATWATWATWATWATWATWATWATWA T WATWATWATWATWAT>>>>>>>>>>>>WATWATWATWATWATWA T WA T WA T WA TWATWATWATWATWATWATWATWATWAT>>>>>>>>>>>>>WATWATWATWATWATWAT>>>>>>>>>>>>>>>>>>>>WATWATWATWAT>>>>>>WATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STTRIM 908.54HYD 12"HYD HYDVWHYD VWHYD1466149914831473146914631453144514351425141514071401137613771416142814381444144314371429PARK14141424143414421450145214601462147614861496362836383631363236723682>BIT.BIT.BIT.BIT.BIT.BIT.BIT.CONC.PAVERCONC.BIT.PAVERPAVERCONC.CONC.CONC.CONC.CONC.CONC.CO N C .BIT.BIT.BIT.BIT.BI T . BIT.BIT.BIT.CONC.CONC.CONC.CONC.CONC.CONC.CONC. CTV CTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV C T V CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVC T V CTV CTV CT V C T V CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTVCTV >>>>>>>>VWSNSNSNSNSNSNSNSNVWVWVW>>>>>>>>>>>>>>>>>COCOCO>COCOCOCOPI: 4+47.81PC: 5+62.81PC: 12+94.74PC: 19+38.61 PC: 0+82.99PC: 2+06.07PT: 8+76.91PT: 18+36.29 PT: 20+48.38 PT: 1+70.49PT: 2+82.600+001+002+003+004+005+00 6+00 7 + 0 0 8+009+0010+0011+0012+0013+0014+0018+0019+0020+0021+0022+0022+62.760+001+002+00 FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:10EROSION CONTROL &RESTORATION (1)LPPSPBMOBLARRY POPPLER410052/8/2022------------------------------------------------------------I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.ARDEN OAKS STREETIMPROVEMENTS18196.000K:\a-f\ArdenHills\18196000\04_Production\01_CAD\02_Sheets\11 EROSION CONTROL & RESTORATION (2).dwg Feb 07, 2022 - 10:48pmDESCRIPTION OF REVISIONSNO.DATEBYDESIGNEDDRAWNCHECKEDDRAWING NO.PROJ. NO.444 Cedar Street, Suite 1500Saint Paul, MN 55101651.292.4400tkda.comARDEN OAKS DRIVESNELLING AVENUESCALE IN FEET255010020408001476ARDEN OAKS DRIVESNELLING AVENUE1476ROWROWROWROWROW & CONSTRUCTIONLIMITSROWROWROWCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSLEGENDSTORM MANHOLESTORM CATCH BASININLET PROTECTIONSURFACE FLOW DIRECTIONVEGETATION RESTORATIONROCK CONSTRUCTION EXITBIOROLLBIOROLL CHECK DAMST >>>>>>>>>>>>>>>>>>>WATWATWATWATWATWATWAT WAT>>>>>>>>WAT WAT>>WAT>>>>WAT>>>>WATWAT>>>>WAT>>>>WATWAT>>>>WAT>>>>WATWAT>>>>WAT>>WAT>>>>WAT>>>>WAT >>>>WAT >>>>>>WAT WAT >>>>W A T >>>>WA T WAT>>>>WAT>>>>>>WAT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WAT>>WAT>>WAT>>WAT >>>>WAT>>>>WATWAT> >WA T WAT WAT WAT WAT WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT>>>>>>>>>WAT WAT WAT WAT WAT WAT>>>>>>>>>>>>>>>>>>>> WAT WAT WAT WAT >>>>>>WATWATWAT>>>>>>WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HY DVW HY DHY DVW HY DVW PPHY D1435 1445 1435 1425 1415 1407 1401 1399 1397 1395 1392 1390 1388 13761377 1416 1428 1438 1444 1443 1437 1429 PARK 14141424143414421450 3609 3623 3631 3632 3620 1427 1423 1415 1370 1401 1387 1434 1420 1412 1404 1400 1392CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.BIT.BIT.BIT.BIT.BIT. BIT.BIT.BIT.BIT. BIT. BIT. PAVER CONC.CONC.CONC.CONC.CONC. CON C . CONC. CONC. UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFO UGFOCTVCTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTVCTVCTV CTV CTV CTV CTV CTV CTVCTVCTVCTV CTVCTV CTV CTVCTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTVSNSNSN SN SN SNSN SN SN ST VW VW VW ST 0+00 0+63.74PC: 0+10.00PT: 0+41.45 0+000+63.92 PC: 0+22.44PT: 0+53.92PC: 12+94.74PC: 14+72.29PC: 16+67.74PC: 19+38.61PT: 8+76.91PT: 14+71.08PT: 16+66.68PT: 18+36.29PT: 20+48.389+00 10+00 11+00 12+00 13+00 14+00 15+00 16+0017+0018+0019+0020+00 21+00 22+00 22+62.76 6+32.530+001+002+003+004+005+006+00K:\a-f\ArdenHills\18196000\04_Production\01_CAD\02_Sheets\11 EROSION CONTROL & RESTORATION (2).dwg Feb 07, 2022 - 10:48pmDESCRIPTION OF REVISIONSNO.DATEBYDESIGNEDDRAWNCHECKEDDRAWING NO.PROJ. NO.444 Cedar Street, Suite 1500Saint Paul, MN 55101651.292.4400tkda.comFILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:11EROSION CONTROL &RESTORATION (2)LPPSPBMOBLARRY POPPLER410052/8/2022------------------------------------------------------------I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.ARDEN OAKS STREETIMPROVEMENTS18196.000SCALE IN FEET0204080ARDEN OAKS DRIVEARDEN OAKS COURTARDEN OAKS DRIVE ARDEN OAKS DRIVECOUNTY ROAD EPASCAL AVENUEROWROWROWROWROWROWROWROWROWROWROWROWROWROWCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSLEGENDSTORM MANHOLESTORM CATCH BASININLET PROTECTIONSURFACE FLOW DIRECTIONVEGETATION RESTORATIONROCK CONSTRUCTION EXITBIOROLLBIOROLL CHECK DAMST Page 1 of 2 DATE: February 14, 2022 TO: Honorable Mayor and City Councilmembers David Perrault, City Administrator FROM: David Swearingen, P.E. Public Works Director / City Engineer SUBJECT: Resolution Approving Plans & Specifications and Order Advertisement for Bids for the City Hall Parking Lot Improvements Budgeted Amount: Actual Amount: Funding Source: $300,000 (2022 CIP) $333,085 (Pre-bid Estimate) Equipment & Building Fund Council Should Consider Motions to approve, table, or deny the following: • Adopting Resolution 2022-007 Approving Plans and Specifications and Ordering Advertisement for Bids for the City Hall Parking Lot Improvements project. All items need a simple majority for action unless otherwise noted. Background/Discussion The 2022 – 2026 Capital Improvement Program identifies improvements of the Arden Hills City Hall Parking Lot scheduled for construction in the year 2022. The City Council authorized preparation of construction plans in February 2020 and had subsequent discussions regarding the project in September 2020 and December 2020. The proposed project includes installation and repairs to ADA concrete sidewalk and ped ramps, drainage improvements, security camera and lighting upgrades and a new bituminous paved surface. This project also includes installation of additional conduit and handhole adjacent to a parking stall for a “future” EV charging station if desired at a later date. The project plans and specifications are prepared and the project is ready for solicitation of construction bids. Adoption of Resolution 2022-007 will approve the plans and specification and order bid advertisement for the City Hall Parking Lot Improvements project. Bids would be received on March 9, 2022, and presented to the City Council on March 14, 2022, with an appropriate resolution to award the construction contract. This schedule will allow for construction starting CONSENT ITEM – 6H MEMORANDUM Page 2 of 2 this summer and a final construction completion date is August 30, 2022. Staff recommends adoption of Resolution 2022-007 as provided in Attachment A. A copy of selected sheets of the project plan set is provided in Attachment B. The specification and project manual consist of 359 pages. A full copy of project manual is on file and available upon request to the City Clerk or by downloading from the project webpage prior to the start of bidding. Budget Impact A summary of the estimated project costs and funding sources is provided below: Total Estimated Costs Construction $ 274,000 Design Services $ 49,085 Construction Administration $ 5,000 Materials Testing $ 5,000 TOTAL $ 333,085 Total Estimated Funding Equipment & Building Fund $ 333,085 TOTAL $ 333,085 The amounts listed above are estimates based on the current opinion of probable construction costs. Final total expenses and funding amounts will be revised and presented to the City Council upon receipt of construction bids. Attachments Attachment A: Resolution 2022-007 Attachment B: Project Plans 1 To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage. CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2022-007 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING THE ADVERTISEMENT FOR BIDS WHEREAS, the Public Works Department has prepared plans and specifications for Improvement Project No. PW-22-0103, City Hall Parking Lot Improvements project, for ADA sidewalk, drainage and pavement improvements at Arden Hills City Hall. The plans and specifications have been presented to the council for approval. NOW, THEREFORE, BE IT RESOLVED THAT THE CITY COUNCIL OF THE CITY OF ARDEN HILLS: 1. Such plans and specifications, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The City Clerk shall prepare and cause to be inserted in the official paper an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisements shall be published for 21 days, shall specify the work to be done, shall state that the bids will be received by the clerk until 1:00 p.m. on Wednesday, March 9, 2022, at which time they will be publicly opened in the council chambers of the city hall by the City Clerk, will then be tabulated, and will be considered by the council at 7:00 p.m. on March 14, 2022, in the council chambers of the city hall. Any bidder whose responsibility is questioned during the consideration of the bid will be given an opportunity to address the council on the issue of responsibility. No bids will be considered unless sealed and filed with the City Clerk and accompanied by a cash deposit, cashier’s check, bid bond, or certified check payable to the city for five (5) percent of the amount of such bid. PASSED AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 14th DAY OF FEBRUARY 2022. ________________________________ Mayor Attest: ______________________________ City Clerk 6' 3' 3.6'R 2.6'R 4.9'R 4.3'R 4.4'R 3.3'R 20 SCALE IN FEET 41 CONSTRUCTION PLANS & PROFILES 31 MATCHLINE (SEE SHEET )32 33 2-NO. 4 X 12" REBAR (EPOXY COATED). 6. ALL NEW CURB AND GUTTER SHALL BE TIED TO EXISTING USING CONTROL POINTS FOR CURB AND GUTTER AND ADA. 5. SEE GUTTER CONTROL POINTS TABLE ON SHEET FOR STAKING 4. ALL NEW SIDEWALK JOINTS SHALL BE SAWCUT, INCIDENTAL. 3. ALL RAMP FLARES ARE TO BE CONCRETE, UNLESS OTHERWISE NOTED. 2. SEE STANDARD PLAN SHEETS FOR ADDITIONAL DETAILS. SEPARATELY IN AN INDEPENDENT CONCRETE POUR. SURFACE (>5% LONGITUDINAL SLOPE), SHALL BE FORMED AND PLACED 1. ALL INITIAL LANDINGS REQUIRED AT THE TOP OF RAMPED SLOPED GENERAL NOTES: 2 TRANSITION CURB SLOPE TO DRAIN TO VALLEY GUTTER. 1 POUR 3" CONCRETE BASE AND INSTALL SALVAGED CASTING. NOTES: T 0+001+00CASTING INSTALL GUTTER, 18 LF B612 CURB AND GUTTER, 9 LF B612 CURB AND WALK, 201 SF 4" CONCRETE WALK, 232 SF 4" CONCRETE WALK, 47 SF 4" CONCRETE WALK, 46 SF 4" CONCRETE { ENTRANCE FF TREE PROTECT TREE PROTECT LIMITS (TYP.) CONSTRUCTION (ADA), 18 LF CURB AND GUTTER BEGIN CONCRETE GUTTER, 51 LF BEGIN B612 CURB AND 28 LF GUTTER, CURB AND BEGIN B612 20 LF GUTTER (ADA), CURB AND BEGIN CONCRETE 6" 6" 0"0" 190180 181 0"0" 6"6" 191 153 SF (ADA), WALK CONCRETE WALK, 15 SF 4" CONCRETE 304 334 341 342 344 326 323 348 345 GUTTER, 174 LF BEGIN B612 CURB AND 309 GUTTER, 109 LF BEGIN B618 CURB AND 300 1 346 347 325 324 322 340 343 339 338 337 336 335 321 303 302 301 F S 2 S PIPE SEWER 4" PERF PE WALK, 146 SF 4" CONCRETE WALK, 144 SF 4" CONCRETE 320 R 9.7' R 17.1' 2' 6"0" ASSEMBLY CASTING RAMP WALK, 87 SF CONCRETE CURB 76 SF RAMP WALK CONCRETE CURB 20 LF GUTTER, CURB AND BEGIN B618 +29 69 LF SILL, CONCRETE BEGIN +60 21 LF GUTTER, 6" VALLEY BEGIN +49 22 LF BEGIN CONCRETE SILL, CURB AND GUTTER (ADA) END DEPRESSED File:PlotDrvr:pdf_bw_no_level_MnDOT.pltcfgModel:CP01\\hrgreen.com\HRG\Data\2019\191801\CAD\Road_Design\sheets\CD191801_cp01.dgn2/8/2022Last Saved:PenTbl:hrg.tblSHEET OF DESIGNED CHECKED APPROVED JOB NO. DRAWN DATE NO.APR.DATEBYREVISIONS SHEET OF JRH JRH 42 TYPED NAME DATE LIC. NO. PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED P: 651.644.4389 F: 651.644.9446 ST. PAUL, MINNESOTA 55114-1052 2550 UNIVERSITY AVENUE W., SUITE 400N COURT INTERNATIONAL BUILDING 2/8/2022 2/8/2022JORDAN R HOREJSI 52241 JRH PW-20-0103 MJM CITY OF ARDEN HILLS PARKING LOT CITY HALL PW-20-0103 CONTROL POINTS AT GUTTER FLOW LINEXXX TRUNCATED DOMES (SEE STANDARD PLATE 7038) CONSTRUCT CONCRETE CURB & GUTTER X"CURB HEIGHT INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% DRAINAGE FLOW ARROW LEGEND F 4" CONCRETE WALK TIP-OUT CURB S INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% (6" CONCRETE TO FACILITATE REBAR) AND MAX 2.0% SLOPE IN ALL DIRECTIONS LANDING AREA - 4' X 4' MIN. DIMENSIONS (6" CONCRETE) CONCRETE CURB RAMP WALK (ADA) MAILBOX6' 19' 27' 6'R 6.7'R 3.3'R 3.3'R 4'R 4'R 10' 20 SCALE IN FEET 2 4 CONSTRUCTION PLANS & PROFILES 32 27 MATCHLINE (SEE SHEET )31 26 26 33 2-NO. 4 X 12" REBAR (EPOXY COATED). 4. ALL NEW CURB AND GUTTER SHALL BE TIED TO EXISTING USING CONTROL POINTS FOR CURB AND GUTTER AND ADA. 3. SEE GUTTER CONTROL POINTS TABLE ON SHEET FOR STAKING 2. ALL NEW SIDEWALK JOINTS SHALL BE SAWCUT, INCIDENTAL. 1. SEE STANDARD PLAN SHEETS FOR ADDITIONAL DETAILS. GENERAL NOTES: 4 TRANSITION CURB SLOPES TO DRAIN TO VALLEY GUTTER. 3 SEE SHEET FOR INSTALLING RIPRAP CLASS II DETAIL. 2 SEE SHEET FOR 6" VALLEY GUTTER DETAIL. 1 SEE SHEET FOR CONCRETE FLUME DETAIL. NOTES:2+00TREE PROTECT TREE PROTECT CONCRETE FLUME CONCRETE FLUME CONCRETE FLUME RIPRAP INSTALL RANDOM RIPRAP INSTALL RANDOM RIPRAP INSTALL RANDOM GUTTER, 14 LF B612 CURB AND GUTTER, 11 LF B612 CURB AND GUTTER 6" VALLEY GUTTER 6" VALLEY { ENTRANCE TREE PROTECT 1 1 1 LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION GUTTER, 43 LF BEGIN B612 CURB AND GUTTER, 18 LF BEGIN B612 CURB AND GUTTER, 46 LF BEGIN B618 CURB AND 327 330 331 333 315 311 3 3 3 2 2 GUTTER, 46 LF END B618 CURB AND GUTTER, 174 LF END B612 CURB AND 103 LF GUTTER, CURB AND BEGIN B618332 329 328 319 316 318 317 312 305 306 308 307 313 314 310 0.02 0.01 0.00 314A F 319A 400 401 402 403 404 405 6" 4 INVERT ELEV = 960.00 CONCRETE HEADWALL 4" PRECAST PIPE SEWER 4" PERF PE BIKE PAD PROTECT CONCRETE 0" +94 +28 +46 19 LF GUTTER, 6" VALLEY BEGIN 92 LF CONCRETE SILL BEGIN WALK, 443 SF 4" CONCRETE CONCRETE SILL END (ADA), 65 LF CURB AND GUTTER BEGIN DEPRESSEDFile:PlotDrvr:pdf_bw_no_level_MnDOT.pltcfgModel:CP02\\hrgreen.com\HRG\Data\2019\191801\CAD\Road_Design\sheets\CD191801_cp01.dgn2/8/2022Last Saved:PenTbl:hrg.tblSHEET OF DESIGNED CHECKED APPROVED JOB NO. DRAWN DATE NO.APR.DATEBYREVISIONS SHEET OF JRH JRH 42 TYPED NAME DATE LIC. NO. PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED P: 651.644.4389 F: 651.644.9446 ST. PAUL, MINNESOTA 55114-1052 2550 UNIVERSITY AVENUE W., SUITE 400N COURT INTERNATIONAL BUILDING 2/8/2022 2/8/2022JORDAN R HOREJSI 52241 JRH PW-20-0103 MJM CITY OF ARDEN HILLS PARKING LOT CITY HALL PW-20-0103 CONSTRUCT CONCRETE CURB & GUTTER LEGEND INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0% F PAVEMENT SLOPE PAVEMENT SLOPE TRANSITION TIP-OUT CURB DRAINAGE FLOW ARROW 4" CONCRETE WALK (6" CONCRETE TO FACILITATE REBAR) AND MAX 2.0% SLOPE IN ALL DIRECTIONS LANDING AREA - 4' X 4' MIN. DIMENSIONS 20 SCALE IN FEET 21 35 MATCHLINE (SEE SHEET )36 EROSION CONTROL PLANS TURF ESTABLISHMENT & PUBLIC WORKS. COMPLETED BY CITY OF ARDEN HILLS IMPACTED BY CONSTRUCTION WILL BE 1. EXISTING LANDSCAPING MULCH AREAS GENERAL NOTES: T 0+001+00LIMITS (TYP.) CONSTRUCTION { ENTRANCE LIMITS (TYP.) CONSTRUCTION PIPE SEWER 4" PERF PE File:PlotDrvr:pdf_bw_no_level_MnDOT.pltcfgModel:EC01\\hrgreen.com\HRG\Data\2019\191801\CAD\Road_Design\sheets\CD191801_ec01.dgn2/4/2022Last Saved:PenTbl:hrg.tblSHEET OF DESIGNED CHECKED APPROVED JOB NO. DRAWN DATE NO.APR.DATEBYREVISIONS SHEET OF JRH JRH 42 TYPED NAME DATE LIC. NO. PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED P: 651.644.4389 F: 651.644.9446 ST. PAUL, MINNESOTA 55114-1052 2550 UNIVERSITY AVENUE W., SUITE 400N COURT INTERNATIONAL BUILDING 2/8/2022 2/8/2022JORDAN R HOREJSI 52241 JRH PW-20-0103 MJM CITY OF ARDEN HILLS PARKING LOT CITY HALL PW-20-0103 LEGEND SILT FENCE FERTILIZER TYPE 3 SEED MIX 25-151 AND COMPOST SEDIMENT CONTROL LOG MAILBOX20 SCALE IN FEET 2 2 36 MATCHLINE (SEE SHEET )35 EROSION CONTROL PLANS TURF ESTABLISHMENT & PUBLIC WORKS. COMPLETED BY CITY OF ARDEN HILLS IMPACTED BY CONSTRUCTION WILL BE 1. EXISTING LANDSCAPING MULCH AREAS GENERAL NOTES:2+00LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) CONSTRUCTION { ENTRANCE PIPE SEWER 4" PERF PE INVERT ELEV = 960.00 CONCRETE HEADWALL 4" PRECAST File:PlotDrvr:pdf_bw_no_level_MnDOT.pltcfgModel:EC02\\hrgreen.com\HRG\Data\2019\191801\CAD\Road_Design\sheets\CD191801_ec01.dgn2/4/2022Last Saved:PenTbl:hrg.tblSHEET OF DESIGNED CHECKED APPROVED JOB NO. DRAWN DATE NO.APR.DATEBYREVISIONS SHEET OF JRH JRH 42 TYPED NAME DATE LIC. NO. PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED P: 651.644.4389 F: 651.644.9446 ST. PAUL, MINNESOTA 55114-1052 2550 UNIVERSITY AVENUE W., SUITE 400N COURT INTERNATIONAL BUILDING 2/8/2022 2/8/2022JORDAN R HOREJSI 52241 JRH PW-20-0103 MJM CITY OF ARDEN HILLS PARKING LOT CITY HALL PW-20-0103 LEGEND SILT FENCE FERTILIZER TYPE 3 SEED MIX 25-151 AND COMPOST SEDIMENT CONTROL LOG 8'9" TYP. 8'9" TYP.8'7" TYP. 18' 18'18' 20 SCALE IN FEET 1 3 37 PAVEMENT MARKING PLANS SIGNING & PERMANENT 4. ALL STRIPING 4" SOLID WHITE GROUND IN SPILLAGE OF MATERIAL. SURFACES UNLESS ADEQUATE PROVISIONS ARE MADE TO PREVENT EQUIPMENT SHALL NOT BE PERFORMED ON UNPROTECTED PAVEMENT 3. THE FILLING OF TANKS, POURING OF MATERIALS OR CLEANING OF MATERIAL IS APPLIED. THE PAVEMENT SURFACE AFTER CLEANING AND BEFORE THE MARKING CONDITIONS CAUSE A FILM OF DUST OR DEBRIS TO BE DEPOSITED ON 2. DO NOT APPLY THE PAVEMENT MARKINGS WHEN WEATHER AND OTHER SPOTTING RESPONSIBILITIES. 1. SEE 2582 IN THE SPECIAL PROVISIONS FOR PAVEMENT MARKING GENERAL NOTES: 38MATCHLINE (SEE SHEET ) TVANACCESSIBLEREQUIREDPARKINGVEHICLE IDUP TO $200 FINEFOR VIOLATIONINSTALL SIGN C-23' 45° WHITE 4" SOLID LINE File:PlotDrvr:pdf_bw_no_level_MnDOT.pltcfgModel:STP01\\hrgreen.com\HRG\Data\2019\191801\CAD\Road_Design\sheets\CD191801_stp01.dgn2/4/2022Last Saved:PenTbl:hrg.tblSHEET OF DESIGNED CHECKED APPROVED JOB NO. DRAWN DATE NO.APR.DATEBYREVISIONS SHEET OF JRH JRH 42 TYPED NAME DATE LIC. NO. PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED P: 651.644.4389 F: 651.644.9446 ST. PAUL, MINNESOTA 55114-1052 2550 UNIVERSITY AVENUE W., SUITE 400N COURT INTERNATIONAL BUILDING 2/8/2022 2/8/2022JORDAN R HOREJSI 52241 JRH PW-20-0103 MJM CITY OF ARDEN HILLS PARKING LOT CITY HALL PW-20-0103 MAILBOX5' 8' 9' TYP. 9' TYP. 8'9" TYP. 8'9" TYP. 20' 18' 20' 20' 20 SCALE IN FEET 3 38 PAVEMENT MARKING PLANS SIGNING & PERMAMANENT 4. ALL STRIPING 4" SOLID WHITE GROUND IN SPILLAGE OF MATERIAL. SURFACES UNLESS ADEQUATE PROVISIONS ARE MADE TO PREVENT EQUIPMENT SHALL NOT BE PERFORMED ON UNPROTECTED PAVEMENT 3. THE FILLING OF TANKS, POURING OF MATERIALS OR CLEANING OF MATERIAL IS APPLIED. THE PAVEMENT SURFACE AFTER CLEANING AND BEFORE THE MARKING CONDITIONS CAUSE A FILM OF DUST OR DEBRIS TO BE DEPOSITED ON 2. DO NOT APPLY THE PAVEMENT MARKINGS WHEN WEATHER AND OTHER SPOTTING RESPONSIBILITIES. 1. SEE 2582 IN THE SPECIAL PROVISIONS FOR PAVEMENT MARKING GENERAL NOTES: MATCHLINE (SEE SHEET )37 2 MEET ADA STANDARDS. LESS THAN 2.0% IN ANY DIRECTION TO 1 HANDICAP PARKING SPACES MUST BE NOTES: 1 1 1REQUIREDPARKINGVEHICLE IDUP TO $200 FINEFOR VIOLATIONREQUIREDPARKINGVEHICLE IDUP TO $200 FINEFOR VIOLATIONREQUIREDPARKINGVEHICLE IDUP TO $200 FINEFOR VIOLATION3' 45°C-1C-1C-1File:PlotDrvr:pdf_bw_no_level_MnDOT.pltcfgModel:STP02\\hrgreen.com\HRG\Data\2019\191801\CAD\Road_Design\sheets\CD191801_stp01.dgn2/4/2022Last Saved:PenTbl:hrg.tblSHEET OF DESIGNED CHECKED APPROVED JOB NO. DRAWN DATE NO.APR.DATEBYREVISIONS SHEET OF JRH JRH 42 TYPED NAME DATE LIC. NO. PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED P: 651.644.4389 F: 651.644.9446 ST. PAUL, MINNESOTA 55114-1052 2550 UNIVERSITY AVENUE W., SUITE 400N COURT INTERNATIONAL BUILDING 2/8/2022 2/8/2022JORDAN R HOREJSI 52241 JRH PW-20-0103 MJM CITY OF ARDEN HILLS PARKING LOT CITY HALL PW-20-0103 12"0+001+00{ ENTRANCE TREE PROTECT TREE PROTECT LP2 LP2 LP2 THIS SHEET ROOM. SEE DETAIL INTO THE UTILITY EXISTING HOSE BIB 1'-0" SOUTH OF INSTALL CONDUITS 4 5 BURY MIN. 24" DEEP 1" PVC CONDUIT W/ #12, #12N, #12G 1" PVC CONDUIT W/ CAT 6 COMM. CABLE BURY MIN. 24" DEEP 1" PVC CONDUIT W/ #12, #12N, #12G 1" PVC CONDUIT W/ CAT 6 COMM. CABLE 6 BURY MIN. 24" DEEP WITH #12 AWG CU TRACER WIRE 1.5" PVC CONDUIT, PROVIDE BURY MIN. 24" DEEP WITH #12 AWG CU TRACER WIRE 1.5" PVC CONDUIT, PROVIDE File:PlotDrvr:pdf_bw_no_level_MnDOT.pltcfgModel:LIT02\\hrgreen.com\HRG\Data\2019\191801\CAD\Road_Design\sheets\CD191801_lit01.dgn2/8/2022Last Saved:PenTbl:hrg.tblSHEET OF DESIGNED CHECKED APPROVED JOB NO. DRAWN DATE NO.APR.DATEBYREVISIONS SHEET OF JRH JRH 42 P: 651.644.4389 F: 651.644.9446 ST. PAUL, MINNESOTA 55114-1052 2550 UNIVERSITY AVENUE W., SUITE 400N COURT INTERNATIONAL BUILDING 2/8/2022 PW-20-0103 MJM CITY OF ARDEN HILLS PARKING LOT CITY HALL PW-20-0103 LIGHTING PLANS 2 3 41 2/8/2022 40 42 MATCHLINE (SEE SHEET )42 20 SCALE IN FEET EXISTING BUILDING WALL VENEER EXISTING BRICK FINISHED GRADE FINISHED FLOOR 'LB' FITTING GALVANIZED WALL/CONDUIT PENETRATION DETAIL 32 WALL/CONDUIT PENETRATION DETAIL DATE LIC. NO. 25307 HAVE BEEN PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT SHEETS TO STEVE JUNOD 1 PVC CONDUIT 24" MINIMUM DEPTH SWEEP AND RISER RIGID STEEL CONDUIT RIGID STEEL W/ QUICK-SET COMPOUND GROUT ANNULAR SPACE CORE DRILL THROUGH WALL, EACH 6" APART TYP. OF TWO 1" AND ONE 1 1/2" CONDUITS 7 40 IN UNDERGROUND CONDUIT. 6. CATEGORY 6 COMMUNICATIONS CABLE SHALL BE RATED FOR WET LOCATION 5. POWER CONDUCTORS SHALL BE STRANDED COPPER, TYPE THWN OR XHHW. SHALL BE PER SPEC 3801. 4. PVC CONDUIT SHALL BE SCH-40 OR HDPE PER SPEC 3803. RGS CONDUIT ON SHEET . 3. INSTALL NEW CONCRETE POLE BASE FOR EACH NEW LIGHT POLE PER DETAIL FOR RE-ISTALLATION INTO NEW LIGHT POLE BASES. TO PULL BACK THE EXISTING UNDERGROUND CIRCUITS. PROTECT CIRCUITS 2. PRIOR TO REMOVAL, EXCAVATE AT EACH EXISTING POLE BASE SUFFICIENT LIGHT POLES AND CONCRETE BASES IN THE SAME LOCATIONS. POLE BASES TO BE REMOVED AND REPLACED WITH THE SPECIFIED NEW 1. THERE ARE FIVE EXISTING LIGHT POLES WITH AUGER-STYLE STEEL GENERAL NOTES: PENETRATE WALL AND CONNECT TO CIRCUIT BREAKER OR CAP FOR FUTURE USE, INCIDENTAL. 7 FITTINGS, CAPS, AND HARDWARE FOR CAMERA CONDUITS AND FUTURE POWER CONDUIT TO TYPE PC1212BA12 BOX WITH PC1212HA TIER 15 LID, OR EQUAL, GREY COLOR, "ELECTRIC" LOGO ON LID. HANDHOLE AND CAP FOR FUTURE USE. HANDHOLE SHALL BE POLYMER CONCRETE, QUAZITE 6 HANDHOLE: PROVIDE AND INSTALL 12" x 12" x 12" DEEP HANDHOLE. EXTEND CONDUIT UP INTO POWER AND COMMUNICATION CABLES. CONTRACTOR. LOCATE CAMERA AT 26' ABOVE POLE BASE FLANGE. TERMINATE 5 CAMERA AND MOUNTING HARDWARE PROVIDED BY OWNER, INSTALLED BY 4 ROUTE THE TWO 1" PVC CONDUITS INTO BASE OF POLE ALONG WITH LIGHTING CIRCUIT CONDUIT. WALL AND CAP FOR FUTURE USE. 3 FUTURE POWER CONDUIT: EXTEND 1-1/2" RIGID STEEL CONDUIT TO JUST INSIDE EXTERIOR CABLE TO CAMERA CONTROL EQUIPMENT AND TERMINATE PER OWNER'S INSTRUCTIONS. EXTERIOR WALL, TERMINATE CONDUIT WITH NON-METALLIC BUSHING, ROUTE COMMUNICATION 2 CAMERA COMMUNICATION CONDUIT: EXTEND 1" RIGID STEEL CONDUIT TO JUST INSIDE POWER CONDUCTORS IN PANEL. ONE NEW SINGLE-POLE, 15A CIRCUIT BREAKER IN PANEL FOR CAMERA POWER, TERMINATE WALL, TRANSITION TO PVC CONDUIT, ROUTE TO LIGHTING DISTRIBUTION PANEL, PROVIDE 1 CAMERA POWER CONDUIT: EXTEND 1" RIGID STEEL CONDUIT TO JUST INSIDE EXTERIOR NOTES: 1. GENERAL NOTES: IN UNDERGROUND CONDUIT. 6. CATEGORY 6 COMMUNICATIONS CABLE SHALL BE RATED FOR WET LOCATION 5. POWER CONDUCTORS SHALL BE STRANDED COPPER, TYPE THWN OR XHHW. SHALL BE PER SPEC 3801. 4. PVC CONDUIT SHALL BE SCH-40 OR HDPE PER SPEC 3803. RGS CONDUIT ON SHEET . 3. INSTALL NEW CONCRETE POLE BASE FOR EACH NEW LIGHT POLE PER DETAIL FOR RE-ISTALLATION INTO NEW LIGHT POLE BASES. TO PULL BACK THE EXISTING UNDERGROUND CIRCUITS. PROTECT CIRCUITS 2. PRIOR TO REMOVAL, EXCAVATE AT EACH EXISTING POLE BASE SUFFICIENT LIGHT POLES AND CONCRETE BASES IN THE SAME LOCATIONS. POLE BASES TO BE REMOVED AND REPLACED WITH THE SPECIFIED NEW THERE ARE FIVE EXISTING LIGHT POLES WITH AUGER-STYLE STEEL MAILBOX20 SCALE IN FEET LIGHTING PLANS 3 3 42 40 42 2/8/2022 MATCHLINE (SEE SHEET )41 40 DATE LIC. NO. 25307 HAVE BEEN PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT SHEETS TO STEVE JUNOD 2+00TREE PROTECT TREE PROTECT MAILBOX PROTECT LP1 LP1 { ENTRANCE File:PlotDrvr:pdf_bw_no_level_MnDOT.pltcfgModel:LIT03\\hrgreen.com\HRG\Data\2019\191801\CAD\Road_Design\sheets\CD191801_lit01.dgn2/8/2022Last Saved:PenTbl:hrg.tblSHEET OF DESIGNED CHECKED APPROVED JOB NO. DRAWN DATE NO.APR.DATEBYREVISIONS SHEET OF JRH JRH JRH 42 P: 651.644.4389 F: 651.644.9446 ST. PAUL, MINNESOTA 55114-1052 2550 UNIVERSITY AVENUE W., SUITE 400N COURT INTERNATIONAL BUILDING 2/8/2022 PW-20-0103 MJM CITY OF ARDEN HILLS PARKING LOT CITY HALL PW-20-0103 Page 1 of 2 CONSENT ITEM – 6I MEMORANDUM DATE: February 14, 2022 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: David Swearingen, P.E. Public Works Director / City Engineer SUBJECT: Feasibility Study – Proposed Trail from Lake Valentine Road to CR-96 Budgeted Amount: Actual Amount: Funding Source: $50,000 $22,861 PIR Fund Council Should Consider Motions to approve, table, or deny the following: • HR Green to update the December 2008 Old Snelling Ave / Old Highway 10 Trail Feasibility Study of the proposed trail segment along Old Highway 10 from Lake Valentine Road to County Road 96 and prepare a geotechnical report in the amount of $22,861. All items need a simple majority for action unless otherwise noted. Background/Discussion At the December 20, 2021 Work Session Council indicated to staff to initiate work with HR Green to update the December 2008 Old Snelling Ave / Old Highway 10 Trail Feasibility Study of the proposed trail segment along Old Highway 10 from Lake Valentine Road to County Road 96 and prepare a geotechnical report. The corridor for the proposed trail segment can be seen in Attachment A as the “Old HWY 10 Trail”. This trail would be a 6,500-foot North-South connecting segment along Old Highway 10 from Lake Valentine Road to CR-96. At the southern end of the corridor there is an existing trail Page 2 of 2 segment along Lake Valentine Road near Valentine Park and the City has 95% design plans for a trail segment on the West side of Old Highway 10 from Lake Valentine Road to County Road E2. Towards the middle of the trail corridor, there is another connection on the south side of Parkshore Drive as part of the senior living development. At the north end of this corridor the trail would meet the existing trail that extends along Old Hwy 10 at the interchange of CR-96. The feasibility study will provide information of what is involved if this trail were to be designed and constructed, such as, existing conditions with utilities (Public and Private), drainage, environmental challenges, estimated costs and project funding sources. It would also include some Public involvement to identify needs or issues from their feedback. The feasibility report does not commit the City to construct the trail but puts the City in position to pursue funding opportunities when available. Budget Impact $50,000 was included in the 2022 Budget to cover engineering costs on this project. Attachments Attachment A – Proposed trail corridor Attachment B – HR Green Proposal Attachment C – Fee breakdown DAWN CI R H I GH WA Y 1 0 NE NORMAAVECOUNTY RO AD 96 W KEITHSON DR GRAMSIE RD O L D HIG H W A Y 10 DELLVIEW AVEV A L E N T I N E C T M C C L U N G D R LAKESHOREPL BRUEBERR Y L N PARKSHORE DR COLLEENAVEGATEWAYBLVD JANET CT GLENVIEWAVEV A L E N T I NECRESTRDROYAL HILLS DRC R Y S T A L A V E VAL ENTI NE AVE BRIARKNOLL CIR FAIRVIEWAVENSNELLING AVE NLAKE VALENTINERD INTERSTATE 694 0 800Feet Ü Old HWY 10 TrailMVHS Trail Improvements 2550 University Avenue West | Suite 400N | St. Paul, MN 55114 Main 651.644.4389 + Fax 651.644.9446 HRGREEN.COM  February 9, 2022 David Swearingen, PE, Public Works Director/City Engineer Arden Hills City Hall 1245 W Highway 96 Arden Hills, MN 55112 Re: Trail Feasibility Update Fees Dear David, As a follow up of discussions on updating the 2008 Old Snelling Avenue/Old Highway 10 Trail Feasibility Report, HR Green has been asked to provide a scope of work and fee for the report updates. The scope of work for the implementation includes the following: Task 1 – Reviewing existing documents and conditions for changes – HR Green will review the report, assumptions and conditions noted that can influence the project design and approach. HR Green will provide updates report sections to be consistent with current conditions and requirements, along with recommendations. Task 2 – Update report figures and graphics – HR Green will update report figures and graphics to current conditions and trail project limits, as needed. Task 3 – Project cost estimate – HR Green will update estimated project costs for the current trail section alignment and current unit construction costs. Task 4 – Project funding options – HR Green will research and list possible project funding opportunities to pursue at a future date. Task 5 – Geotechnical evaluation - HR Green will partner with Braun Intertec to perform soil borings along the updated trail route to help determine underground soil conditions and wa ter table elevations. HR Green proposes to perform the work to complete Tasks 1-5 to assist to the City in implementing an update to the trail feasibility report in preparation for future trail funding becoming available for a lump sum fee of $22,861. Thank you for the opportunity to assist with the trail feasibility update efforts. If you have any questions, or need any additional information, please contact John Morast at jmorast@hrgreen.com or 763.710.1514. Sincerely, Accepted By: _________________________ HR GREEN, INC Date: _________________________ John W. Morast, PE Regional Director Morast Horejsi Mosley TASK SCOPE OF WORK $245 $165 $129 1 Review Existing Document and Conditions 2 2 6 10 $1,594 $1,594 2 Update Report and Graphics 6 3 10 19 $3,255 $3,255 3 Project Cost Estimate 2 2 8 12 $1,852 $1,852 4 Project Funding Options 2 $330 $330 5 Geotechnical Evaluation 2 2 $330 $15,500 $15,830 PROJECT TOTALS 10 11 24 43 $7,361 $15,500 $22,861 HR GREEN FEE SCHEDULE City of Arden Hills - Old Snelling Avenue/Old Highway 10 Trail Feasibility Report Updates PREPARED BY - HR GREEN, INC. February 9, 2022 Sub-Task Hours Sub-Task Labor Cost TotalHR GREEN STAFF Sub Consultant Services Page 1 of 2 CONSENT ITEM – 6J MEMORANDUM DATE: February 14, 2022 TO: Honorable Mayor and City Councilmembers FROM: David Swearingen, P.E. Public Works Director / City Engineer SUBJECT: HR Green for On-Call Professional Engineering Services Contract Budgeted Amount: Actual Amount: Funding Source: $25,000 $25,000 General and Utility Funds Council Should Consider Motions to approve, table, or deny the following: • A contract with HR Green for on-call professional engineering services for the City All items need a simple majority for action unless otherwise noted. Background On February 22, 2021, the City Council entered into a contract with HR Green for on-call professional engineering services and designating HR Green as the Engineer of Record for the City. Since then, Public Works Director / City Engineer, David Swearingen has acquired his Professional Engineer license, so the proposed 2022 contract does not include HR Green to be Engineer of Record as David Swearingen will take on those duties. The On-Call Services has proven to be beneficial to staff as HR Green provides a deep bench of various engineering categories to assist staff in decision making and planning. HR Green provided the City with a contract for services through 2022 (see Attachment A). The rates provided by HR Green are competitive with rates the City has previously received for engineering services. HR Green will provide services at the discretion of the City Administrator and Public Works Director / City Engineer on an as-needed basis. Staff recommends approving the contract with HR Green for the year 2022. Page 2 of 2 Budget Impact The City has $25,000 budgeted for general on-call engineering services, a portion of this will have been expended for on-call services in January and February. However, with the addition of the Assistant Public Works Director, the in-house assistance by HR Green will cease by the end of February. Additional assistance by HR Green would be “as needed” and not on a consistent basis. Should expenditures relating to general on-call services exceed $25,000 following this approval, Staff would bring any additional expenditures back to Council for additional approval. Attachments Attachment A: Contract for On-Call Engineering Services by HR Green I. PROFESSIONAL SERVICES AGREEMENT For 2022 On-Call Professional Engineering Services Contract Prepared For: City of Arden Hills Attn: Mr. David Swearingen Public Works Director / City Engineer 1245 W Highway 96 Arden Hills, MN 55112 Phone: 651-792-7800 Prepared By: Chris Harrington, PE (MN) Client Services Manager / Associate HR Green, Inc. 2550 University Avenue W, Suite 400N St. Paul, MN 55114 February 9, 2022 HR Green Project / Phase Nos.: 210264 – On-Call Professional Engineering Services Phase 10 – General Consultation Phase 20 – MS4 Permit Compliance Services Phase 30 – Engineering Plan & Traffic Design Reviews Phase 40 – Storm Phase 50 – Streets Phase 60 – Parks I. TABLE OF CONTENTS 1.0 PROJECT UNDERSTANDING 2.0 SCOPE OF SERVICES 3.0 DELIVERABLES AND SCHEDULES INCLUDED IN THIS AGREEMENT 4.0 ITEMS NOT INCLUDED IN AGREEMENT/SUPPLEMENTAL SERVICES 5.0 SERVICES BY OTHERS 6.0 CLIENT RESPONSIBILITIES 7.0 PROFESSIONAL SERVICES FEE 8.0 TERMS AND CONDITIONS Professional Services Agreement 2022 On-Call Services Contract HR Green Job No.: 210264 February 9, 2022 Page 1 of 9 THIS AGREEMENT is between the City of Arden Hills (hereafter “CLIENT”) and HR Green, Inc., (hereafter "COMPANY"). 1.0 Project Understanding 1.1 WHEREAS, the CLIENT intends to retain COMPANY from time-to-time to render certain professional engineering services (hereinafter “services”); and WHEREAS, COMPANY is willing to provide the services for consideration and upon the terms herein stated; Now, THEREFORE, in consideration of the services to be performed by COMPANY and payment by the CLIENT, the parties agree to the terms, provisions, and conditions as hereinafter set forth. 2.0 Scope of Services No specific scope of services is included in this contract. The scope of services for each phase will be determined by the CLIENT and COMPANY in correspondence prior to performing the requested services. The phases include herein were agreed to by CLIENT and COMPANY as the general themes for which services will be requested and the COMPANY agrees to sort the time and material charges into the appropriate phase so that the CLIENT and COMPANY can track the effort associated with each phase. The general consultation phase will be used for services that are more general in nature and not readily categorized by the phases described herein. 3.0 Deliverables and Schedules Included in this Contract The terms and conditions of this Agreement between COMPANY and the CLIENT shall apply to until December 31, 2022. No deliverables or schedules are expressly included in this contract. Deliverables and schedules for each phase will be determined by the CLIENT and COMPANY in correspondence prior to performing the requested services. 4.0 Items not included in Agreement/Supplemental Services Supplemental services not included in the agreement can be provided by COMPANY under separate agreement, if desired. 5.0 Services by Others If requested by CLIENT, the COMPANY can secure the services of others to complete the work requested by the CLIENT. 6.0 Client Responsibilities To be determined for each phase in communication between the CLIENT and COMPANY. Professional Services Agreement 2022 On-Call Services Contract HR Green Job No.: 210264 February 9, 2022 Page 2 of 9 7.0 Professional Services Fee 7.1 Fees The fee for services will be based on COMPANY standard hourly rates current at the time the AGREEMENT is signed. These standard hourly rates are subject to change upon 30 days’ written notice. Non-salary expenses directly attributable to the project such as: (1) living and traveling expenses of employees when away from the home office on business connected with the project; (2) identifiable communication expenses; (3) identifiable reproduction costs applicable to the work; and (4) outside services will be charged in accordance with the rates current at the time the service is done. 7.2 Invoices Invoices shall be due and payable upon receipt. Accounts unpaid 60 days after the invoice date may be subject to a monthly service charge of 1.5% (or the maximum legal rate) on the unpaid balance. In the event that any portion of an account remains unpaid 60 days after the billing, COMPANY may institute collection action and the CLIENT shall pay all costs of collection, including reasonable attorneys’ fees. A single invoice for the COMPANY’s services will be submitted monthly, unless directed in advance by the CLIENT. Time and material charges for the relevant phases will be specified on the invoice. New phases can be added as directed by the CLIENT. Tasks can also be created beneath each phase per the CLIENT’s request. Customized invoices for a single phase (or task) can be created for pass through fees (e.g., plan reviews) at the CLIENT’s request. 7.3 Payment The CLIENT AGREES to pay COMPANY on the following basis: Time and material basis based on attached rate sheet. 8.0 Terms and Conditions The following Terms and Conditions are incorporated into this AGREEMENT and made a part of it. 8.1 Standard of Care Services provided by COMPANY under this AGREEMENT will be performed in a manner consistent with that degree of care and skill ordinarily exercised by members of the same profession currently practicing at the same time and in the same or similar locality. 8.2 Entire Agreement This AGREEMENT and its attachments constitute the entire understanding between CLIENT and COMPANY relating to COMPANY’s services. Any prior or contemporaneous agreements, promises, negotiations, or representations not expressly set forth herein are of no effect. Subsequent modification s or amendments to this AGREEMENT shall be in writing and signed by the parties to this AGREEMENT. If the CLIENT, its officers, agents, or employees request COMPANY to perform extra services pursuant to this AGREEMENT, CLIENT will pay for the additional services even though an additional written agreement is not issued or signed. 8.3 Time Limit and Commencement of Services This AGREEMENT must be executed within ninety (90) days to be accepted under the terms set forth herein. The services will be commenced immediately upon receipt of this signed AGREEMENT. Professional Services Agreement 2022 On-Call Services Contract HR Green Job No.: 210264 February 9, 2022 Page 3 of 9 8.4 Suspension of Services If the Project or the COMPANY’S services are suspended by the CLIENT for more than thirty (30) calendar days, consecutive or in the aggregate, over the term of this AGREEMENT, the COMPANY shall be compensated for all services performed and reimbursable expenses incurred prior to the receipt of notice of suspension. In addition, upon resumption of services, the CLIENT shall compensate the COMPANY for expenses incurred as a result of the suspension and resumption of its services, and the COMPANY’S schedule and fees for the remainder of the Project shall be equitably adjusted. If the COMPANY’S services are suspended for more than ninety (90) days, consecutive or in the aggregate, the COMPANY may terminate this AGREEMENT upon giving not less than five (5) calendar days' written notice to the CLIENT. If the CLIENT is in breach of this AGREEMENT, the COMPANY may suspend performance of services upon five (5) calendar days' notice to the CLIENT. The COMPANY shall have no liability to the CLIENT, and the CLIENT agrees to make no claim for any delay or damage as a result of such suspension caused by any breach of this AGREEMENT by the CLIENT. Upon receipt of payment in full of all outstanding sums due from the CLIENT, or curing of such other breach which caused the COMPANY to suspend services, the COMPANY shall resume services and there shall be an equitable adjustment to the remaining project schedule and fees as a result of the suspension. 8.5 Books and Accounts COMPANY will maintain books and accounts of payroll costs, travel, subsistence, field, and incidental expenses for a period of five (5) years. Said books and accounts will be available at all reasonable times for examination by CLIENT at the corporate office of COMPANY during that time. 8.6 Insurance COMPANY will maintain insurance for claims under the Worker's Compensation Laws, and from General Liability and Automobile claims for bodily injury, death, or property damage, and Professional Liability insurance caused by the negligent performance by COMPANY's employees of the functions and services required under this AGREEMENT. 8.7 Termination or Abandonment Either party has the option to terminate this AGREEMENT. In the event of failure by the other party to perform in accordance with the terms hereof through no fault of the terminating party, then the obligation to provide further services under this AGREEMENT may be terminated upon seven (7) days’ written notice. If any portion of the services is terminated or abandoned by CLIENT, the provisions of this Schedule of Fees and Conditions in regard to compensation and payment shall apply insofar as possible to that portion of the services not terminated or abandoned. If said termination occurs prior to completion of any phase of the project, the fee for services performed during such phase shall be based on COMPANY's reasonable estimate of the portion of such phase completed prior to said termination, plus a reasonable amount to reimburse COMPANY for termination costs. 8.8 Waiver COMPANY's waiver of any term, condition, or covenant or breach of any term, condition, or covenant, shall not constitute a waiver of any other term, condition, or covenant, or the breach thereof. 8.9 Severability If any provision of this AGREEMENT is declared invalid, illegal, or incapable of being enforced by any Court of competent jurisdiction, all of the remaining provisions of this AGREEMENT shall nevertheless continue in full force and effect, and no provision shall be deemed dependent upon any other provision unless so expressed herein. 8.10 Successors and Assigns All of the terms, conditions, and provisions hereof shall inure to the benefit of and are binding upon the parties hereto, and their respective successors and assigns, provided, however, that no assignment of this AGREEMENT shall be made without written consent of the parties to this AGREEMENT. Professional Services Agreement 2022 On-Call Services Contract HR Green Job No.: 210264 February 9, 2022 Page 4 of 9 8.11 Third-Party Beneficiaries Nothing contained in this AGREEMENT shall create a contractual relationship with or a cause of action in favor of a third party against either the CLIENT or the COMPANY. The COMPANY’s services under this AGREEMENT are being performed solely for the CLIENT’s benefit, and no other party or entity shall have any claim against the COMPANY because of this AGREEMENT or the performance or nonperformance of services hereunder. The CLIENT and COMPANY agree to require a similar provision in all contracts with contractors, subcontractors, sub-consultants, vendors and other entities involved in this project to carry out the intent of this provision. 8.12 Governing Law and Jurisdiction The CLIENT and the COMPANY agree that this AGREEMENT and any legal actions concerning its validity, interpretation and performance shall be governed by the laws of the State of Illinois without regard to any conflict of law provisions, which may apply the laws of other jurisdictions. It is further agreed that any legal action between the CLIENT and the COMPANY arising out of this AGREEMENT or the performance of the services shall be brought in a court of competent jurisdiction in the State of Illinois. 8.13 Dispute Resolution Mediation. In an effort to resolve any conflicts that arise during the design or construction of the project or following the completion of the project, the CLIENT and COMPANY agree that all disputes between them arising out of or relating to this AGREEMENT shall be submitted to non-binding mediation unless the parties mutually agree otherwise. The CLIENT and COMPANY further agree to include a similar mediation provision in all agreements with independent contractors and consultants retained for the project and to require all independent contractors and consultants also to include a similar mediation provision in all agreements with subcontractors, sub-consultants, suppliers or fabricators so retained, thereby providing for mediation as the primary method for dispute resolution between the parties to those agreements. 8.14 Attorney’s Fees If litigation arises for purposes of collecting fees or expenses due u nder this AGREEMENT, the Court in such litigation shall award reasonable costs and expenses, including attorney fees, to the party justly entitled thereto. In awarding attorney fees, the Court shall not be bound by any Court fee schedule, but shall, in th e interest of justice, award the full amount of costs, expenses, and attorney fees paid or incurred in good faith. 8.15 Ownership of Instruments of Service All reports, plans, specifications, field data, field notes, laboratory test data, calculations, estimate s and other documents including all documents on electronic media prepared by COMPANY as instruments of service shall remain the property of COMPANY. COMPANY shall retain these records for a period of five (5) years following completion/submission of the records, during which period they will be made available to the CLIENT at all reasonable times. 8.16 Reuse of Documents All project documents including, but not limited to, plans and specifications furnished by COMPANY under this project are intended for use on this project only. Any reuse, without specific written verification or adoption by COMPANY, shall be at the CLIENT's sole risk, and CLIENT shall defend, indemnify and hold harmless COMPANY from all claims, damages and expenses including attorneys’ fees arising out of or resulting therefrom. Under no circumstances shall delivery of electronic files for use by the CLIENT be deemed a sale by the COMPANY, and the COMPANY makes no warranties, either express or implied, of merchantability and fitness for any particular purpose. In no event shall the COMPANY be liable for indirect or consequential damages as a result of the CLIENT’s use or reuse of the electronic files. Professional Services Agreement 2022 On-Call Services Contract HR Green Job No.: 210264 February 9, 2022 Page 5 of 9 8.17 Failure to Abide by Design Documents or To Obtain Guidance The CLIENT agrees that it would be unfair to hold COMPANY liable for problems that might occur should COMPANY’S plans, specifications or design intents not be followed, or for problems resulting from others' failure to obtain and/or follow COMPANY’S guidance with respect to any errors, omissions, inconsistencies, ambiguities or conflicts which are detected or alleged to exist in or as a consequence of implementing COMPANY’S plans, specifications or other instruments of service. Accordingly, the CLIENT waives any claim against COMPANY, and agrees to defend, indemnify and hold COMPANY harmless from any claim for injury or losses that results from failure to follow COMPANY’S plans, specifications or design intent, or for failure to obtain and/or follow COMPANY’S guidance with respect to any alleged errors, omissions, inconsistencies, ambiguities or conflicts contained within or arising as a result of implementing COMPANY’S plans, specifications or other instruments of service. The CLIENT also agrees to compensate COMPANY for any time spent and expenses incurred remedying CLIENT’s failures according to COMPANY’S prevailing fee schedule and expense reimbursement policy. 8.18 Opinion of Probable Construction Cost As part of the Deliverables, COMPANY may submit to the CLIENT an opinion of probable cost required to construct work recommended, designed, or specified by COMPANY, if required by CLIENT. COMPANY is not a construction cost estimator or construction contractor, nor should COMPANY’S rendering an opinion of probable construction costs be considered equivalent to the nature and extent of service a construction cost estimator or construction contractor would provide. This requires COMPANY to make a number of assumptions as to actual conditions that will be encountered on site; the specific decisions of other design professionals engaged; the means and methods of construction the contractor will employ; the cost and extent of labor, equipment and materials the contractor will employ; contractor's techniques in dete rmining prices and market conditions at the time, and other factors over which COMPANY has no control. Given the assumptions which must be made, COMPANY cannot guarantee the accuracy of its opinions of cost, and in recognition of that fact, the CLIENT waives any claim against COMPANY relative to the accuracy of COMPANY’S opinion of probable construction cost. 8.19 Design Information in Electronic Form Because electronic file information can be easily altered, corrupted, or modified by other parties, either intentionally or inadvertently, without notice or indication, COMPANY reserves the right to remove itself from its ownership and/or involvement in the material from each electronic medium not held in its possession. CLIENT shall retain copies of the work performed by COMPANY in electronic form only for information and use by CLIENT for the specific purpose for which COMPANY was engaged. Said material shall not be used by CLIENT or transferred to any other party, for use in other projects, additions to this proj ect, or any other purpose for which the material was not strictly intended by COMPANY without COMPANY’s express written permission. Any unauthorized use or reuse or modifications of this material shall be at CLIENT’S sole risk. Furthermore, the CLIENT agrees to defend, indemnify, and hold COMPANY harmless from all claims, injuries, damages, losses, expenses, and attorneys’ fees arising out of the modification or reuse of these materials. The CLIENT recognizes that designs, plans, and data stored on electro nic media including, but not limited to computer disk, magnetic tape, or files transferred via email, may be subject to undetectable alteration and/or uncontrollable deterioration. The CLIENT, therefore, agrees that COMPANY shall not be liable for the completeness or accuracy of any materials provided on electronic media after a 30-day inspection period, during which time COMPANY shall correct any errors detected by the CLIENT to complete the design in accordance with the intent of the contract and specifications. After 40 days, at the request of the CLIENT, COMPANY shall submit a final set of sealed drawings, and any additional services to be performed by COMPANY relative to the submitted electronic materials shall be subject to separate agreement. The CLIENT is aware that differences may exist between the electronic files delivered and the printed hard-copy construction documents. In the event of a conflict between the signed construction documents prepared by the COMPANY and electronic files, the signed or sealed hard-copy construction documents shall govern. 8.20 Information Provided by Others The CLIENT shall furnish, at the CLIENT’s expense, all information, requirements, reports, data, surveys and instructions required by this AGREEMENT. The COMPANY may use such information, requirements, reports, Professional Services Agreement 2022 On-Call Services Contract HR Green Job No.: 210264 February 9, 2022 Page 6 of 9 data, surveys and instructions in performing its services and is entitled to rely upon the accuracy and completeness thereof. The COMPANY shall not be held responsible for any errors or omissions that may arise as a result of erroneous or incomplete information provided by the CLIENT and/or the CLIENT’s consultants and contractors. COMPANY is not responsible for accuracy of any plans, surveys or information of any type including electronic media prepared by any other consultants, etc. provided to COMPANY for use in preparation of plans. The CLIENT agrees, to the fullest extent permitted by law, to indemnify and hold harmless the COMPANY from any damages, liabilities, or costs, including reasonable attorneys’ fe es and defense costs, arising out of or connected in any way with the services performed by other consultants engaged by the CLIENT. COMPANY is not responsible for accuracy of topographic surveys provided by others. A field check of a topographic survey provided by others will not be done under this AGREEMENT unless indicated in the Scope of Services. 8.21 Force Majeure The CLIENT agrees that the COMPANY is not responsible for damages arising directly or indirectly from any delays for causes beyond the COMPANY's control. CLIENT agrees to defend, indemnify, and hold COMPANY, its consultants, agents, and employees harmless from any and all liability, other than that caused by the negligent acts, errors, or omissions of COMPANY, arising out of or resulting from the same. For purposes of this AGREEMENT, such causes include, but are not limited to, strikes or other labor disputes; severe weather disruptions or other natural disasters or acts of God; fires, riots, war or other emergencies; disease epidemic or pandemic; failure of any government agency to act in a timely manner; failure of performance by the CLIENT or the CLIENT’S contractors or consultants; or discovery of any hazardous substances or differing site conditions. Severe weather disruptions include but are not limited to extensive rain, high winds, snow greater than two (2) inches and ice. In addition, if the delays resulting from any such causes increase the cost or time required by the COMPANY to perform its services in an orderly and efficient manner , the COMPANY shall be entitled to a reasonable adjustment in schedule and compensation. 8.22 Job Site Visits and Safety Neither the professional activities of COMPANY, nor the presence of COMPANY’S employees and sub - consultants at a construction site, shall relieve the general contractor and any other entity of their obligations, duties and responsibilities including, but not limited to, construction means, methods, sequence, techniques or procedures necessary for performing, superintending or coordinating all portions of the work of construction in accordance with the contract documents and any health or safety precautions required by any regulatory agencies. COMPANY and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. The CLIENT agrees that the general contractor is solely responsible for job site safety, and warrants that this intent shall be made evident in the CLIENT's AGREEMENT with the general contractor. The CLIENT also agrees that the CLIENT, COMPANY and COMPANY’S consultants shall be indemnified and shall be m ade additional insureds on the general contractor’s and all subcontractor’s general liability policies on a primary and non-contributory basis. 8.23 Hazardous Materials CLIENT hereby understands and agrees that COMPANY has not created nor contributed to the creation or existence of any or all types of hazardous or toxic wastes, materials, chemical compounds, or s ubstances, or any other type of environmental hazard or pollution, whether latent or patent, at CLIENT's premises, or in connection with or related to this project with respect to which COMPANY has been retained to provide professional services. The compensation to be paid COMPANY for said professional services is in no way commensurate with, and has not been calculated with reference to, the potential risk of injury or loss which may be caused by the exposure of persons or property to such substances or conditions. Therefore, to the fullest extent permitted by law, CLIENT agrees to defend, indemnify, and hold COMPANY, its officers, directors, employees, and consultants, harmless from and against any and all claims, damages, and expenses, whether direct, indirect, or consequential, including, but not limited to, attorney fees and Court costs, arising out of, or resulting from the discharge, escape, release, or saturation of smoke, vapors, soot, fumes, acid, alkalis, toxic chemicals, liquids gases, or any other materials, irritants, contaminants, or pollutants in or into the atmosphere, or on, onto, upon, in, or into the surface or subsurface of soil, water, or watercourses, objects, or any tangible or intangible matter, whether sudden or not. Professional Services Agreement 2022 On-Call Services Contract HR Green Job No.: 210264 February 9, 2022 Page 7 of 9 It is acknowledged by both parties that COMPANY’S Scope of Services does not include any services related to asbestos or hazardous or toxic materials. In the event COMPANY or any other party encounters asbestos or hazardous or toxic materials at the job site, or sho uld it become known in any way that such materials may be present at the job site or any adjacent areas that may affect the performance of COMPANY’S services, COMPANY may, at its option and without liability for consequential or any other damages, suspend performance of services on the project until the CLIENT retains appropriate specialist consultant(s) or contractor(s) to identify, abate and/or remove the asbestos or hazardous or toxic materials, and warrants that the job site is in full compliance with applicable laws and regulations. Nothing contained within this AGREEMENT shall be construed or interpreted as requiring COMPANY to assume the status of a generator, storer, transporter, treater, or disposal facility as those terms appear within the Resource Conservation and Recovery Act, 42 U.S.C.A., §6901 et seq., as amended, or within any State statute governing the generation, treatment, storage, and disposal of waste. 8.24 Certificate of Merit The CLIENT shall make no claim for professional negligence, either directly or in a third party claim, against COMPANY unless the CLIENT has first provided COMPANY with a written certification executed by an independent design professional currently practicing in the same discipline as COMPANY and licensed in the State in which the claim arises. This certification shall: a) contain the name and license number of the certifier; b) specify each and every act or omission that the certifier contends is a violation of the standard of care expected of a design professional performing professional services under similar circumstances; and c) state in complete detail the basis for the certifier's opinion that each such act or omission constitutes such a violation. This certificate shall be provided to COMPANY not less than thirty (30) calendar days prior to the presentation of any claim or the institution of any judicial proceeding. 8.25 Limitation of Liability In recognition of the relative risks and benefits of the Project to both the CLIENT and the COMPANY, the risks have been allocated such that the CLIENT agrees, to the fullest extent permitted by law, to limit the liability of the COMPANY and COMPANY’S officers, directors, partners, employees, shareholders, owners and sub - consultants for any and all claims, losses, costs, damages of any nature whatsoever or claims expenses from any cause or causes, including attorneys’ fees and costs and expert witness fees and costs, so that the total aggregate liability of the COMPANY and COMPANY’S officers, directors, partners, employees, s hareholders, owners and sub-consultants shall not exceed $50,000.00, or the COMPANY’S total fee for services rendered on this Project, whichever is greater. It is intended that this limitation apply to any and all liability or cause of action however alleged or arising, unless otherwise prohibited by law. 8.31 Soliciting Employment Neither party to this AGREEMENT will solicit an employee of the other nor hire or make an offer of employment to an employee of the other that is working on this PROJECT, wit hout prior written consent of the other party, during the time this AGREEMENT is in effect. 8.37 Municipal Advisor The COMPANY is not a Municipal Advisor registered with the Security and Exchange Commission (SEC) as defined in the Dodd-Frank Wall Street Reform and Consumer Protection Act. When the CLIENT is a municipal entity as defined by said Act, and the CLIENT requires project financing information for the services performed under this AGREEMENT, the CLIENT will provide the COMPANY with a letter detailing who their independent registered municipal advisor is and that the CLIENT will rely on the advice of such advisor. A sample letter can be provided to the CLIENT upon request. Professional Services Agreement 2022 On-Call Services Contract HR Green Job No.: 210264 February 9, 2022 Page 8 of 9 This AGREEMENT is approved and accepted by the CLIENT and COMPANY upon both parties signing and dating the AGREEMENT. Services will not begin until COMPANY receives a signed agreement. COMPANY’s services shall be limited to those expressly set forth in this AGREEMENT and COMPANY shall have no other obligations or responsibilities for the Project except as agreed to in writing. The effective date of the AGREEMENT shall be the last date entered below. Sincerely, HR GREEN, INC. Chris Harrington, PE Client Services Manager / Associate Approved by: Printed/Typed Name: Mike Halde Title: VP-Water/Wastewater Practice Leader Date: 2/9/2022 CITY OF ARDEN HILLS Accepted by: Printed/Typed Name: Title: Date: \\hrgreen.com\HRG\Data\2021\210264\Admin\Contract\Client\20210318-agt-FINAL-ArdenHills-OnCallProfessionalEngineeringServices.docx Professional Services Agreement 2022 On-Call Services Contract HR Green Job No.: 210264 February 9, 2022 Page 9 of 9 HR GREEN Billing Rate Schedule Effective January 1, 2022 Professional Services Billing Rate Range Principal $215 - $310 Senior Professional $195 - $300 Professional $125 - $200 Junior Professional $85 - $145 Senior Technician $120 - $160 Technician $75 - $130 Senior Field Personnel $140 - $205 Field Personnel $90 - $170 Junior Field Personnel $75 - $100 Administrative Coordinator $70 -$115 Administrative $65 - $100 Corporate Admin $80 - $150 Operators/Interns $50 - $120 Reimbursable Expenses 1. All materials and supplies used in the performance of work on this project will be billed at cost plus 10%. 2. Auto mileage will be charged per the standard mileage reimbursement rate established by the Internal Revenue Service. Survey and construction vehicle mileage will be charged on the basis of $0.85 per mile or $65.00 per day. 3. Charges for sub-consultants will be billed at their invoice cost plus 15%. 4. All other direct expenses will be invoiced at cost plus 10%. Page 1 DATE: February 14, 2022 TO: Honorable Mayor and City Councilmembers FROM: Dave Perrault, City Administrator SUBJECT: Appointment of Amy LaMere to the Position of Customer Service Representative (Job Share) Budgeted Amount: Actual Amount: Funding Source: N/A N/A Various Council Should Consider Motions to approve, table, or deny the following: • Appointment of Amy LaMere to the position of Customer Service Representative at Grade 7 Step 4 on the City’s pay scale, and at Year 0 on the PTO scale, or 3.0 hours per pay period (this amount is prorated based on established hours). This position is not benefit eligible, but all other City policies would apply. All items need a simple majority for action unless otherwise noted. Discussion The City Council directed Staff to recruit for this position at a previous meeting. The City received eleven applications for this position, and following interviews Ms. LaMere was chosen as the best candidate for the position. She has a long history of customer relations and project management, which should serve her well in the Customer Service role at the City. Budget Impact This position is replacing a previously budgeted position, and will not adversely affect the 2022 budget. Attachment N/A CONSENT ITEM – 6K MEMORANDUM Page 1 of 1 DATE: February 14, 2022 TO: Honorable Mayor and City Councilmembers FROM: Dave Perrault, City Administrator SUBJECT: Ordinance 2022-001 Amending Chapter 2, Section 220, Subd. 220.06 and 220.07 and Authorize Publication of Summary Ordinance Budgeted Amount: Estimated Amount: Funding Source: N/A N/A N/A Council Should Consider Motions to approve, table, or deny the following: • Ordinance 2022-001 amending Chapter 2, Section 220, Subd. 220.06 and 220.07 and authorizing Publication of Summary Ordinance Publication of a Summary Ordinance requires a 4/5ths vote. Background At the December worksession, the City Council discussed its different committees and commissions, specifically how the Communications Committee and the Financial Planning and Analysis Committee (FPAC) operate today. It was concluded that the Communications Committee operated in a different manner than previously established by ordinance, and the formal committee was not necessary going forward. However, informal meetings of assigned Councilmembers and Staff will continue to work on the communication functions for the City. It was also determined that FPAC was more project based, and instead of existing as a formal committee could be an ad-hoc working group. Council directed Staff to bring forward an ordinance amendment to remove both groups from City Code. Going forward, neither group will exist in ordinance, however, Councilmembers will still be assigned annually to assist the City with these functions. Budget Impact N/A Attachments Attachment A: Ordinance 2022-001 Attachment B: Summary Ordinance 2022-001 CONSENT – 6L MEMORANDUM Page 1 of 2 213553v1 ORDINANCE NO. 2022-001 CITY OF ARDEN HILLS RAMSEY COUNTY, MINNESOTA AN ORDINANCE AMENDING CHAPTER 2, SECTION 200, SUBSECTIONS 220.06 and 220.07, OF THE ARDEN HILLS CITY CODE THE CITY COUNCIL OF THE CITY OF ARDEN HILLS, MINNESOTA, ORDAINS: SECTION 1. Chapter 2, Administration, Section 220 Boards, Committees and Commissions, SubSections 220.06 and 220.07, are hereby amended by deleting the strikethrough language thereby removing these sections and eliminating these committees as they will become informal working groups: 220.06 Communications Committee. Subd. 1 Establishment of Committee. A Communications Committee is hereby established to facilitate positive interaction with the community, inform the community of news events that are occurring within the City of Arden Hills, and advise the City Council on community communication related issues. Subd. 2 Composition. The Communications Committee shall consist of at least five (5) members appointed by the City Council. Membership may be open to any resident or non-resident that has a special interest in writing for the City's newsletter. There shall be at least four (4) Arden Hills residents represented on the Committee. Subd. 3 Duties and Functions. The duties and functions of the Committee shall be included in the Annual Resolution appointing new members and may be changed by City Council Resolution, from time to time, based upon the needs of the City. 220.07 Financial Planning and Analysis Committee. Subd. 1 Establishment of Committee. A Financial Planning and Analysis Committee is hereby established to facilitate longer term financial planning on behalf of the City Council and the City and any related issues. Subd. 2 Composition. The Financial Planning and Analysis Committee shall consist of up to six (6) members appointed by the City Council. Membership may be open to any resident or non-resident who has financial planning and analysis expertise. At all times, a majority of the Committee membership shall be current residents of Arden Hills. Subd. 3 Duties and Functions. The duties and functions of the Committee shall be included in the Annual Resolution appointing new members and may be changed by Council Resolution, from time to time, based upon the needs of the City Page 2 of 2 213553v1 SECTION 2. This Ordinance shall become effective the day following its publication. PASSED and ADOPTED this _____ day of _______________, 2022, by the City Council of the City of Arden Hills, Minnesota. CITY OF ARDEN HILLS By _______________________________ David Grant, Mayor ATTEST: _____________________________ Julie Hanson, City Clerk To view the final document, access adopted Ordinances via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage SUMMARY ORDINANCE NO. 2022-001 CITY OF ARDEN HILLS RAMSEY COUNTY, MINNESOTA AN ORDINANCE AMENDING CHAPTER 2, SECTION 200, SUBSECTIONS 220.06 AND 220.07 OF THE ARDEN HILLS CITY CODE NOTICE IS HEREBY GIVEN that, on February 14, 2022, Ordinance No. 2022-001 was adopted by the City Council of the City of Arden Hills, Minnesota. NOTICE IS FURTHER GIVEN that, because of the lengthy nature of Ordinance No. 2022-001, the following summary of the ordinance has been prepared for publication. NOTICE IS FURTHER GIVEN that the ordinance adopted by the City Council eliminates the Communications and Financial Planning and Analysis Committees from City Code. Communications functions are handled internally by staff and a Council-appointed Liaison and the FPAC will be an informal working group. A printed copy of the ordinance is available for inspection by any person during the City’s regular office hours or on the City’s website. APPROVED for publication by the City Council of the City of Arden Hills, Minnesota, this 14th day of February 2022. CITY OF ARDEN HILLS By David Grant, Mayor ATTEST: Julie Hanson, City Clerk Published in the Pioneer Press on February 17, 2022 Page 1 of 2 CONSENT ITEM – 6M MEMORANDUM DATE: February 14, 2022 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: David Swearingen, P.E. Public Works Director / City Engineer SUBJECT: Sanitary Sewer Root Treatment Budgeted Amount: Actual Amount: Funding Source: $9,500 $14,633.76 Sanitary Sewer Fund Council Should Consider Motions to approve, table, or deny the following: • Proposal and Quote for Duke’s Sewer Line Root Control Service in the amount of $14,633.76. All items need a simple majority for action unless otherwise noted. Background/Discussion Public Works staff has completed annual sewer cleaning and televising and has identified 8,508 feet of 8-inch sanitary sewer main that needs to be treated for tree roots that are present in the pipes. This is a maintenance effort completed every 18 to 30 months for tree roots present in the pipes to be removed and treatment applied to deter future growth. Attachment A is the proposal received from Duke’s Root Control, Inc. and Attachment B is the quote for 2022 services in the amount of $14,633.76 to complete the work. Budget Impact The 2022 Operating Budget for sanitary sewer includes funding in the amount of $9,500 based on historical costs. The proposed work is over budget by $5,134. This work is necessary to maintain the city infrastructure. The overage will be covered either through savings in other areas of the budget or by fund balance. Page 2 of 2 Attachments Attachment A: Proposal from Duke’s Root Control, Inc. Attachment B: Quote for 2022 services PROPOSAL SEWER LINE ROOT CONTROL SERVICE FOR THE CITY OF ARDEN HILLS, MINNESOTA The following proposed agreement constitutes an offer to treat municipal sewer lines so as to destroy tree roots present in the pipe, and to deter their regrowth. Duke's Root Control, Inc. will honor the prices, the guarantee and all other terms and conditions set forth in this document, provided The City of Arden Hills accepts this agreement on or before December 31, 2022. Submitted by: Kevin Hughes February 4, 2022 Form 05-14 GENERAL Duke's Root Control, Inc. (herein, Duke's) will apply EPA Registered root-control agents to various main line sanitary sewers, as selected by The City of Arden Hills in order to kill the root growth present in the lines and to control root re-growth. Duke's will apply the chemical, as a foam, directly to the roots via a hose that extends throughout the entire length of each sewer section. The material will be applied evenly and uniformly, so as to completely fill the sewer pipe. Duke's will not use "pour down" products or utilize high pressure application equipment. Duke's will pump the chemical foam under low pressure to assure that the sewer section is completely filled with foam, and to ensure that foam penetrates "wye" connections. The chemical agent will contain a herbicide to destroy root tissue and a foaming surfactant to deliver the herbicide to the targeted roots. Your Duke's representative will return periodically throughout the life of the guarantee, to help evaluate the treated sewers and assist in developing your root control program. All treatments will be performed by a Duke's licensed certified applicator. COMPLIANCE The materials will be EPA registered, labeled for the intended use in sewer lines, and registered with the Minnesota Department of Agriculture. Duke's will comply with all applicable federal, state, and local requirements and ordinances relative to this type of material and usage thereof (OSHA, EPA, DOT and the Minnesota Department of Agriculture). Chemical handling and treatments will be done by trained, professional applicators that are certified by the Minnesota Department of Agriculture, as required by law. The U.S. Department of Transportation (DOT) number, necessary for the transportation of root control chemicals, assigned to Duke's is 401961. Duke's will adhere to all DOT regulations relative to commercial vehicle numbering, placards and registration; driver licensing, driver drug testing, and record keeping; and all other pertinent requirements contained in Federal Motor Carrier Safety Regulations. ROOT CONTROL MATERIAL Duke’s will supply all components of the root-control material; in order to ensure the compatibility of said materials. All root-control materials provided by Duke’s will be specifically designed for use in sewers. Duke’s will not use pour down products and/or products composed of acids or caustic compounds that are used to destroy roots or convey herbicide. Duke’s will be responsible for all shipping, and storage of root control materials. Duke’s is also responsible for the disposal of spent root control material containers. MANNER OF APPLICATION Application of the chemical root control agent will be by foaming in accordance with the best-recommended practice for conditions present in the line under treatment. All foaming procedures will be in strict accordance with the instructions on the container label. All solution will be mixed fresh, the day the work is to be performed. The water used to prepare the solution will be clear, cool, and free of acid, alkali, oxidizing agents, large amounts of oil, compounds or materials. A foam discharge hose will be inserted throughout the entire length of the sewer section to be treated. Hydraulic sewer cleaners or other such equipment that might damage the roots, thereby reducing the immediate absorption of the root control agent, will not be used in the treatment process. Chemical foam will be applied under pressure to assure that the entire sewer section is completely filled with foam, and to assure that foam penetrates "wye" connections. The hose retrieval will be timed to evenly distribute the full quantity of foam throughout the entire area of treatment. The quantity of foam will be sufficient to completely fill the entire volume of the main line sewer, plus an additional 10% to allow for the penetration of material up connecting lateral sewers, and the loss of material in manholes. Sewer service to homeowners will not be interrupted. An approved fresh water, backflow, prevention system will be provided, and will be used whenever filling any chemical storage tank with fresh water. MIXING AND HANDLING All liquid products will be packaged in re-usable containers that are DOT approved for such use. These containers will be part of a closed mixing and handling system. A closed mixing and handling system is provided in order to eliminate, or significantly minimize worker exposure to volatile liquid compounds. DUKE'S RESPONSIBILITIES 1. Duke's will keep complete, accurate records of each day's operation. Records shall show the date of treatment, the sections of line treated, pipe size and distance, and other pertinent information. Records and invoice will be submitted upon completion. 2. Duke's will respect the rights of property owners, and not enter upon private property without obtaining permission from the owner. 3. Duke's will place proper traffic warning devices to protect the specific job site, and to prevent accidents or personal injury to the public. THE CUSTOMER'S RESPONSIBILITIES 1. Provide a department representative to accompany Duke's crew, and/or sewer system drawings showing the exact locations of the pipes to be treated. 2. Assist and make provision for entering private lands, public lands and right-of-ways. Locate and uncover hidden or buried manholes 3. Provide potable water for the purpose of mixing the root control agent and for clean up. GUARANTEE Duke's guarantees to kill all the roots in every sewer it treats in order to eliminate main line sewer stoppages caused by live tree roots. If a treated sewer plugs up due to live tree roots during the guarantee period (see below), DUKE'S will RE- TREAT that section, AT ITS OWN EXPENSE, or remit to The City of Arden Hills 100% of the payment received to treat that section of sewer. The decision of The City of Arden Hills as to the cause of the plug-up is binding. Duke's will apply this guarantee for a period of two (2) years, beginning on the date of treatment, and ending two years after the date of treatment. Duke's will provide a THREE-YEAR GUARANTEE on any paid repeat applications that are performed within six months of the expiration date of the previous guarantee period. Re-treatments, performed at no charge in honor of the guarantee, do not extend the expiration date of the guarantee. This guarantee applies only to main line sewer stoppages caused by live tree roots. It does not apply to stoppages caused by grease or other foreign matter; flat, collapsed or deformed pipe; or flooding caused by a surcharged or plugged sewer section downstream from a guaranteed sewer section. Duke’s shall not be responsible for any damages caused by sewer stoppages. LIABILITY Duke's is an insured, fully licensed pesticide application company, and is certified to apply EPA registered root control products with State environmental regulatory agencies. Duke's accepts responsibility for damage to aboveground vegetation. Duke's is not responsible for damages caused by sewer stoppages. Certificates of insurance are available upon request. POLLUTION AND LIABILITY INSURANCE The Pollution and Liability Insurance described herein is in addition to all other insurance provided by Duke’s. This coverage shall protect the Owner, and the Owner's officers, agents, and employees from claims for damages for bodily or personal injury, sickness or disease, including death; and from claims for damages to property and/or the environment, which may arise directly out of the use of chemicals and/or pollution. The amount of this insurance shall be $5,000,000.00 total loss. QUALIFICATIONS Duke's assists in managing over 1,000 root control programs annually, treating in excess of 250,000,000 feet of sewer, since 1976. Duke's has controlled tree roots in sewer pipes under more varying conditions than any other organization in the U.S., public or private. TERM The term of this contract is for one year. This contract may be extended up to an additional two years by The City of Arden Hills, one year at a time, with the mutual consent of both parties. PRICE SCHEDULE PIPE SIZE PRICE/FOOT 6 inch - $1.78/foot 8 inch - $1.78/foot 10 inch - $1.96/foot 12 inch - $2.13/foot 15 inch - $2.98/foot Minimum Annual Contract Amount: $3,000.00 Prices are computed per linear foot, manhole-to-manhole. AGREEMENT On this day, the day of , 20 The City of Arden Hills, Minnesota, and Duke's Root Control, Inc., New York corporation, do accept the terms of the proposal attached hereto. THE CITY OF ARDEN HILLS, MINNESOTA _______________________ Name, Title _______________________ Name, Title DUKE'S ROOT CONTROL, INC. February 4, 2022 Kevin Hughes Senior Vice President of Sales Duke's Root Control, Inc. 1020 Hiawatha Blvd. West OT CONTRO1020 Hiawatha Blvd. W., Syracuse, NY 13204 (3 1 ) 7 - 4781 RED ARROW * MIDWEST WATER GROUP * RMS UTILITY SERVICE * NEW ENGLAND Headquarters: 400 Airport Rd., Suite E. | Elgin, IL 60123 888.655.4085 | www.Dukes.com February 3, 2022 Mr. Jeff Frid Superintendent City of Arden Hills 1425 Paul Kirkwold Dr. Arden Hills, MN 55112-5794 Dear Mr. Frid: As per your request, we submit the following quote for Duke's foaming root control service which is good for 60 days after the issue date of February 3, 2022. Please note that these are estimated quantities, and the actual invoice will be determined by field measurements made at the time of application. Pipe Size Unit Price Quantity Total 8 inch $1.72/ft 8,508 feet $14,633.76 8,508 feet $14,633.76 Prices are computed per linear foot, manhole to manhole and include all Labor, Materials, Equipment, and Mobilization for the chemical treatment of the approximate quantity referenced above. Duke's standard guarantee applies to all sanitary sewers treated, and a $3,000-minimum charge is required on this project. If you require any further information, please call 1-800-447-6687. Thank you for your interest in our service. Sincerely, Kevin Hughes Page 1 of 2 AGENDA ITEM -6N MEMORANDUM DATE: February 14, 2022 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: David Swearingen, P.E. Public Works Director / City Engineer SUBJECT: Mounds View High School Trail Improvement Project Safe Routes to School Project Ownership resolution Budgeted Amount: Actual Amount: Funding Source: $N/A $N/A N/A Council Should Consider Motions to approve, table, or deny the following: • Resolution 2022-008 for the Mounds View High School Trail Improvements project identifying the City as the lead agency and assuming operations and maintenance responsibilities for the facility once constructed. All items need a simple majority for action unless otherwise noted. Background The City partnered with the Mounds View School District and area residents to identify the safe and continuous route connections to the high school as a priority. The project is not completely funded, and the City submitted a Safe Routes to School (SRTS) grant for funds for the construction of the Mounds View High School Trail Improvement project. A requirement of the grant is the City is the sponsoring agency and that sponsoring agencies are responsible for the constructed facilities. Discussion The Mounds View High School Trail Improvement project was identified as a City priority Page 2 of 2 through collaboration between the City, the Mounds View School District and area residents to establish a safer and continuous walking route to the Mounds View high school. The City developed project plans and a project estimate. The City applied for a Safe Routes to School construction grant to assist in funding the construction. The grant requires a Resolution of the City Council to assume responsibility for operations and maintenance of the constructed facilities. If awarded, the SRTS grant will cover eligible construction expenses and the City will be responsible for engineering and construction administration of the project. The resolution for this request is required for the application identifying the City as the sponsoring agency and agreeing to maintain the facility. Budget Impact Final budget impacts will be dependent on the SRTS award amount and would include any construction costs exceeding the grant award amount, final design engineering and construction administration and inspection costs. Attachments Attachment A: Project Layout Map Attachment B: Resolution 2022-008 JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ JJJJJ0%0%0%0%0%0%0%0%&21&(37/$<287-RE$009+675$,/237,21$5'(1+,//601 To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage. CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2022-008 A RESOLUTION OF SUPPORT FOR SAFE ROUTES TO SCHOOL FOR THE MOUNDS VIEW HIGH SCHOOL TRAIL IMPROVEMENTS PROJECT WHEREAS, the City of Arden Hills partnered with residents and the Mounds View School District to develop the Mounds View High School Trail project, and; WHEREAS, the City of Arden Hills developed project plans and estimates, and; WHEREAS, the City of Arden Hills submitted a Safe Routes to School (SRTS) construction funding grant application, and; WHEREAS, the City of Arden Hills understands that not all project costs can be covered by SRTS, including but not limited to consulting engineering, ROW acquisition, construction administration, utility construction, or construction costs above the SRTS award, and; WHEREAS, the Federal Highway Administration (FHWA) requires that states agree to operate and maintain facilities constructed with federal transportation funds for the useful life of the improvement and not change the use of right-of-way or property ownership required without prior approval from the Federal Highway Administration, and; WHEREAS, the Minnesota Department of Transportation (MnDOT) has determined that for projects implemented with alternative funds, this requirement should be applied to the project proposer, and; WHEREAS, Safe Routes to Schools projects receive federal funding, and; WHEREAS, the City of Arden Hills is the sponsoring agency for the Safe Routes to School project identified as the City of Arden Hills Mounds View High School Trail Improvements. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF ARDEN HILLS, MINNESOTA: as the sponsoring agency hereby agrees to assume full responsibility for the operation and maintenance of property and facilities related to the Safe Routes to School project. ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 14th DAY OF FEBRUARY, 2022. ____________________________________ David Grant, Mayor ATTEST: ______________________________________ Julie Hanson, City Clerk