HomeMy WebLinkAbout05-13-19-RAPPROVAL OF AGENDA
PUBLIC INQUIRIES/INFORMATIONAL
This is an opportunity for citizens to bring to the Council ’s attention any items not
currently on the agenda 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. Written documents may be distributed to the Council prior to the meeting
to allow a more timely presentation. Speakers should not use obscene, profane, or
threatening language, or make personal attacks. 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
PRESENTATION
2018 Financial Statements
Aaron Nielsen / MMKR
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
ATTACHMENT C.PDF
STAFF COMMENTS
Rice Creek Commons (TCAAP) And Joint Development Authority (JDA) Update
Dave Perrault, City Administrator
MEMO.PDF
Transportation Update
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
Clean Up Day Update
Mike Mrosla, City Planner
MEMO.PDF
APPROVAL OF MINUTES
April 15, 2019 City Council Work Session
04 -15 -19 -WS.PDF
April 15, 2019 Special Regular City Council
04 -15 -19 -SR.PDF
April 22, 2019 Regular City Council
04 -22 -19 -R.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 2018 City Financial Statements And Audit
Gayle Bauman, Finance Director
MEMO.PDF
Motion To Approve Requests For Ramsey County Sheriff’s Department
Expenditures
Dave Perrault, City Administrator
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
ATTACHMENT C.PDF
Motion To Approve Ramsey County Joint Powers Agreement For Recycling
Funding
Mike Mrosla, City Planner
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Approve Resolution 2019 -016 Accepting A Donation From The Arden
Hills Foundation
Sara Knoll,
Recreation Coordinator
MEMO.PDF
ATTACHMENT A.PDF
Motion To Authorize State Of Minnesota Institution Community Work Crew (ICWC)
Program Contract
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Approve Payment No. 8 –Northwest Asphalt, Inc. –2018 Street And
Utility Improvements Project
Sue Polka, Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Authorize Professional Services Agreement -AE2S -Water Model
Update
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
Motion To Approve Payment No. 1 And Change Order No. 1 –Odessa II –
Cummings Park Playground Redevelopment Project
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Authorize Professional Services Agreement For Geotechnical
Evaluation, Design And Construction –WSB & Associates -Royal Hills Park,
Hazelnut Park And Cummings Park Tennis And Basketball Courts Improvements
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Cancel May 28, 2019 Regular City Council Meeting
Julie Hanson, City Clerk
MEMO.PDF
Motion To Approve Proposal For TCAAP Final AUAR And Final Mitigation Plan –
Kimley -Horn
Dave Perrault, City Administrator
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
PC 18 -014 Mounds View High School Addition –Comp Plan Amendment And
Master And Final Planned Unit Development
Mike Mrosla, City Planner
Jane Kansier, Planning Consultant
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
ATTACHMENT C.PDF
ATTACHMENT D.PDF
ATTACHMENT E.PDF
ATTACHMENT F.PDF
NEW BUSINESS
PC 18 -014 Mounds View High School Addition –Comp Plan Amendment And
Master And Final Planned Unit Development
•Resolution 2019 -018 Authorizing the Submittal of the Comprehensive Plan
Amendment for Mounds View School Disrict at 1901 Lake Valentine Road to
the Metropolitan Council for Review
Mike Mrosla, City Planner
Jane Kansier, Planning Consultant
MEMO.PDF
ATTACHMENT A.PDF
UNFINISHED BUSINESS
COUNCIL COMMENTS
ADJOURN
Mayor:
David Grant
Councilmembers:
Brenda Holden
Fran Holmes
Dave McClung
Steve Scott
Regular City Council
Agenda
May 13, 2019
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.
CALL TO ORDER
1.
2.
3.
4.
4.A.
Documents:
5.
5.A.
Documents:
5.B.
Documents:
5.C.
Documents:
6.
6.A.
Documents:
6.B.
Documents:
6.C.
Documents:
7.
7.A.
Documents:
7.B.
Documents:
7.C.
Documents:
7.D.
Documents:
7.E.
Documents:
7.F.
Documents:
7.G.
Documents:
7.H.
Documents:
7.I.
Documents:
7.J.
Documents:
7.K.
Documents:
7.L.
Documents:
8.
9.
9.A.
Documents:
10.
10.A.
Documents:
11.
12.
APPROVAL OF AGENDAPUBLIC INQUIRIES/INFORMATIONALThis is an opportunity for citizens to bring to the Council ’s attention any items not currently on the agenda 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. Written documents may be distributed to the Council prior to the meeting to allow a more timely presentation. Speakers should not use obscene, profane, or threatening language, or make personal attacks. 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 INQUIRIESPRESENTATION2018 Financial StatementsAaron Nielsen / MMKR MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDFSTAFF COMMENTS
Rice Creek Commons (TCAAP) And Joint Development Authority (JDA) Update
Dave Perrault, City Administrator
MEMO.PDF
Transportation Update
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
Clean Up Day Update
Mike Mrosla, City Planner
MEMO.PDF
APPROVAL OF MINUTES
April 15, 2019 City Council Work Session
04 -15 -19 -WS.PDF
April 15, 2019 Special Regular City Council
04 -15 -19 -SR.PDF
April 22, 2019 Regular City Council
04 -22 -19 -R.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 2018 City Financial Statements And Audit
Gayle Bauman, Finance Director
MEMO.PDF
Motion To Approve Requests For Ramsey County Sheriff’s Department
Expenditures
Dave Perrault, City Administrator
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
ATTACHMENT C.PDF
Motion To Approve Ramsey County Joint Powers Agreement For Recycling
Funding
Mike Mrosla, City Planner
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Approve Resolution 2019 -016 Accepting A Donation From The Arden
Hills Foundation
Sara Knoll,
Recreation Coordinator
MEMO.PDF
ATTACHMENT A.PDF
Motion To Authorize State Of Minnesota Institution Community Work Crew (ICWC)
Program Contract
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Approve Payment No. 8 –Northwest Asphalt, Inc. –2018 Street And
Utility Improvements Project
Sue Polka, Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Authorize Professional Services Agreement -AE2S -Water Model
Update
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
Motion To Approve Payment No. 1 And Change Order No. 1 –Odessa II –
Cummings Park Playground Redevelopment Project
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Authorize Professional Services Agreement For Geotechnical
Evaluation, Design And Construction –WSB & Associates -Royal Hills Park,
Hazelnut Park And Cummings Park Tennis And Basketball Courts Improvements
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Cancel May 28, 2019 Regular City Council Meeting
Julie Hanson, City Clerk
MEMO.PDF
Motion To Approve Proposal For TCAAP Final AUAR And Final Mitigation Plan –
Kimley -Horn
Dave Perrault, City Administrator
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
PC 18 -014 Mounds View High School Addition –Comp Plan Amendment And
Master And Final Planned Unit Development
Mike Mrosla, City Planner
Jane Kansier, Planning Consultant
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
ATTACHMENT C.PDF
ATTACHMENT D.PDF
ATTACHMENT E.PDF
ATTACHMENT F.PDF
NEW BUSINESS
PC 18 -014 Mounds View High School Addition –Comp Plan Amendment And
Master And Final Planned Unit Development
•Resolution 2019 -018 Authorizing the Submittal of the Comprehensive Plan
Amendment for Mounds View School Disrict at 1901 Lake Valentine Road to
the Metropolitan Council for Review
Mike Mrosla, City Planner
Jane Kansier, Planning Consultant
MEMO.PDF
ATTACHMENT A.PDF
UNFINISHED BUSINESS
COUNCIL COMMENTS
ADJOURN
Mayor:David Grant Councilmembers:Brenda Holden Fran HolmesDave McClungSteve Scott Regular City Council AgendaMay 13, 2019 7:00 p.m. City Hall Address:1245 W Highway 96 Arden Hills MN 55112 Phone:651 -792 -7800 Website : www.cityofardenhills.org City 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.CALL TO ORDER1.2.3.4.4.A.Documents:5.
5.A.
Documents:
5.B.
Documents:
5.C.
Documents:
6.
6.A.
Documents:
6.B.
Documents:
6.C.
Documents:
7.
7.A.
Documents:
7.B.
Documents:
7.C.
Documents:
7.D.
Documents:
7.E.
Documents:
7.F.
Documents:
7.G.
Documents:
7.H.
Documents:
7.I.
Documents:
7.J.
Documents:
7.K.
Documents:
7.L.
Documents:
8.
9.
9.A.
Documents:
10.
10.A.
Documents:
11.
12.
APPROVAL OF AGENDAPUBLIC INQUIRIES/INFORMATIONALThis is an opportunity for citizens to bring to the Council ’s attention any items not currently on the agenda 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. Written documents may be distributed to the Council prior to the meeting to allow a more timely presentation. Speakers should not use obscene, profane, or threatening language, or make personal attacks. 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 INQUIRIESPRESENTATION2018 Financial StatementsAaron Nielsen / MMKR MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDFSTAFF COMMENTSRice Creek Commons (TCAAP) And Joint Development Authority (JDA) UpdateDave Perrault, City Administrator MEMO.PDFTransportation UpdateSue Polka, Interim Public Works Director/City Engineer MEMO.PDFClean Up Day UpdateMike Mrosla, City Planner MEMO.PDFAPPROVAL OF MINUTESApril 15, 2019 City Council Work Session04-15 -19 -WS.PDFApril 15, 2019 Special Regular City Council04-15 -19 -SR.PDFApril 22, 2019 Regular City Council04-22 -19 -R.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 Analyst
MEMO.PDF
Motion To Approve 2018 City Financial Statements And Audit
Gayle Bauman, Finance Director
MEMO.PDF
Motion To Approve Requests For Ramsey County Sheriff’s Department
Expenditures
Dave Perrault, City Administrator
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
ATTACHMENT C.PDF
Motion To Approve Ramsey County Joint Powers Agreement For Recycling
Funding
Mike Mrosla, City Planner
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Approve Resolution 2019 -016 Accepting A Donation From The Arden
Hills Foundation
Sara Knoll,
Recreation Coordinator
MEMO.PDF
ATTACHMENT A.PDF
Motion To Authorize State Of Minnesota Institution Community Work Crew (ICWC)
Program Contract
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Approve Payment No. 8 –Northwest Asphalt, Inc. –2018 Street And
Utility Improvements Project
Sue Polka, Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Authorize Professional Services Agreement -AE2S -Water Model
Update
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
Motion To Approve Payment No. 1 And Change Order No. 1 –Odessa II –
Cummings Park Playground Redevelopment Project
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Authorize Professional Services Agreement For Geotechnical
Evaluation, Design And Construction –WSB & Associates -Royal Hills Park,
Hazelnut Park And Cummings Park Tennis And Basketball Courts Improvements
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Cancel May 28, 2019 Regular City Council Meeting
Julie Hanson, City Clerk
MEMO.PDF
Motion To Approve Proposal For TCAAP Final AUAR And Final Mitigation Plan –
Kimley -Horn
Dave Perrault, City Administrator
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
PC 18 -014 Mounds View High School Addition –Comp Plan Amendment And
Master And Final Planned Unit Development
Mike Mrosla, City Planner
Jane Kansier, Planning Consultant
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
ATTACHMENT C.PDF
ATTACHMENT D.PDF
ATTACHMENT E.PDF
ATTACHMENT F.PDF
NEW BUSINESS
PC 18 -014 Mounds View High School Addition –Comp Plan Amendment And
Master And Final Planned Unit Development
•Resolution 2019 -018 Authorizing the Submittal of the Comprehensive Plan
Amendment for Mounds View School Disrict at 1901 Lake Valentine Road to
the Metropolitan Council for Review
Mike Mrosla, City Planner
Jane Kansier, Planning Consultant
MEMO.PDF
ATTACHMENT A.PDF
UNFINISHED BUSINESS
COUNCIL COMMENTS
ADJOURN
Mayor:David Grant Councilmembers:Brenda Holden Fran HolmesDave McClungSteve Scott Regular City Council AgendaMay 13, 2019 7:00 p.m. City Hall Address:1245 W Highway 96 Arden Hills MN 55112 Phone:651 -792 -7800 Website : www.cityofardenhills.org City 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.CALL TO ORDER1.2.3.4.4.A.Documents:5.5.A.Documents:5.B.Documents:5.C.Documents:6.6.A.Documents:6.B.Documents:6.C.Documents:7.7.A.
Documents:
7.B.
Documents:
7.C.
Documents:
7.D.
Documents:
7.E.
Documents:
7.F.
Documents:
7.G.
Documents:
7.H.
Documents:
7.I.
Documents:
7.J.
Documents:
7.K.
Documents:
7.L.
Documents:
8.
9.
9.A.
Documents:
10.
10.A.
Documents:
11.
12.
APPROVAL OF AGENDAPUBLIC INQUIRIES/INFORMATIONALThis is an opportunity for citizens to bring to the Council ’s attention any items not currently on the agenda 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. Written documents may be distributed to the Council prior to the meeting to allow a more timely presentation. Speakers should not use obscene, profane, or threatening language, or make personal attacks. 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 INQUIRIESPRESENTATION2018 Financial StatementsAaron Nielsen / MMKR MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDFSTAFF COMMENTSRice Creek Commons (TCAAP) And Joint Development Authority (JDA) UpdateDave Perrault, City Administrator MEMO.PDFTransportation UpdateSue Polka, Interim Public Works Director/City Engineer MEMO.PDFClean Up Day UpdateMike Mrosla, City Planner MEMO.PDFAPPROVAL OF MINUTESApril 15, 2019 City Council Work Session04-15 -19 -WS.PDFApril 15, 2019 Special Regular City Council04-15 -19 -SR.PDFApril 22, 2019 Regular City Council04-22 -19 -R.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 Analyst MEMO.PDFMotion To Approve 2018 City Financial Statements And Audit Gayle Bauman, Finance Director MEMO.PDFMotion To Approve Requests For Ramsey County Sheriff’s Department ExpendituresDave Perrault, City Administrator MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDFMotion To Approve Ramsey County Joint Powers Agreement For Recycling FundingMike Mrosla, City Planner MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFMotion To Approve Resolution 2019 -016 Accepting A Donation From The Arden Hills FoundationSara Knoll,Recreation Coordinator MEMO.PDFATTACHMENT A.PDFMotion To Authorize State Of Minnesota Institution Community Work Crew (ICWC) Program ContractSue Polka, Interim Public Works Director/City Engineer MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDF
Motion To Approve Payment No. 8 –Northwest Asphalt, Inc. –2018 Street And
Utility Improvements Project
Sue Polka, Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Authorize Professional Services Agreement -AE2S -Water Model
Update
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
Motion To Approve Payment No. 1 And Change Order No. 1 –Odessa II –
Cummings Park Playground Redevelopment Project
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Authorize Professional Services Agreement For Geotechnical
Evaluation, Design And Construction –WSB & Associates -Royal Hills Park,
Hazelnut Park And Cummings Park Tennis And Basketball Courts Improvements
Sue Polka, Interim Public Works Director/City Engineer
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
Motion To Cancel May 28, 2019 Regular City Council Meeting
Julie Hanson, City Clerk
MEMO.PDF
Motion To Approve Proposal For TCAAP Final AUAR And Final Mitigation Plan –
Kimley -Horn
Dave Perrault, City Administrator
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
PC 18 -014 Mounds View High School Addition –Comp Plan Amendment And
Master And Final Planned Unit Development
Mike Mrosla, City Planner
Jane Kansier, Planning Consultant
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
ATTACHMENT C.PDF
ATTACHMENT D.PDF
ATTACHMENT E.PDF
ATTACHMENT F.PDF
NEW BUSINESS
PC 18 -014 Mounds View High School Addition –Comp Plan Amendment And
Master And Final Planned Unit Development
•Resolution 2019 -018 Authorizing the Submittal of the Comprehensive Plan
Amendment for Mounds View School Disrict at 1901 Lake Valentine Road to
the Metropolitan Council for Review
Mike Mrosla, City Planner
Jane Kansier, Planning Consultant
MEMO.PDF
ATTACHMENT A.PDF
UNFINISHED BUSINESS
COUNCIL COMMENTS
ADJOURN
Mayor:David Grant Councilmembers:Brenda Holden Fran HolmesDave McClungSteve Scott Regular City Council AgendaMay 13, 2019 7:00 p.m. City Hall Address:1245 W Highway 96 Arden Hills MN 55112 Phone:651 -792 -7800 Website : www.cityofardenhills.org City 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.CALL TO ORDER1.2.3.4.4.A.Documents:5.5.A.Documents:5.B.Documents:5.C.Documents:6.6.A.Documents:6.B.Documents:6.C.Documents:7.7.A.Documents:7.B.Documents:7.C.Documents:7.D.Documents:7.E.Documents:7.F.Documents:
7.G.
Documents:
7.H.
Documents:
7.I.
Documents:
7.J.
Documents:
7.K.
Documents:
7.L.
Documents:
8.
9.
9.A.
Documents:
10.
10.A.
Documents:
11.
12.
APPROVAL OF AGENDAPUBLIC INQUIRIES/INFORMATIONALThis is an opportunity for citizens to bring to the Council ’s attention any items not currently on the agenda 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. Written documents may be distributed to the Council prior to the meeting to allow a more timely presentation. Speakers should not use obscene, profane, or threatening language, or make personal attacks. 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 INQUIRIESPRESENTATION2018 Financial StatementsAaron Nielsen / MMKR MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDFSTAFF COMMENTSRice Creek Commons (TCAAP) And Joint Development Authority (JDA) UpdateDave Perrault, City Administrator MEMO.PDFTransportation UpdateSue Polka, Interim Public Works Director/City Engineer MEMO.PDFClean Up Day UpdateMike Mrosla, City Planner MEMO.PDFAPPROVAL OF MINUTESApril 15, 2019 City Council Work Session04-15 -19 -WS.PDFApril 15, 2019 Special Regular City Council04-15 -19 -SR.PDFApril 22, 2019 Regular City Council04-22 -19 -R.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 Analyst MEMO.PDFMotion To Approve 2018 City Financial Statements And Audit Gayle Bauman, Finance Director MEMO.PDFMotion To Approve Requests For Ramsey County Sheriff’s Department ExpendituresDave Perrault, City Administrator MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDFMotion To Approve Ramsey County Joint Powers Agreement For Recycling FundingMike Mrosla, City Planner MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFMotion To Approve Resolution 2019 -016 Accepting A Donation From The Arden Hills FoundationSara Knoll,Recreation Coordinator MEMO.PDFATTACHMENT A.PDFMotion To Authorize State Of Minnesota Institution Community Work Crew (ICWC) Program ContractSue Polka, Interim Public Works Director/City Engineer MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFMotion To Approve Payment No. 8 –Northwest Asphalt, Inc. –2018 Street And Utility Improvements ProjectSue Polka, Public Works Director/City Engineer MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFMotion To Authorize Professional Services Agreement -AE2S -Water Model UpdateSue Polka, Interim Public Works Director/City Engineer MEMO.PDFATTACHMENT A.PDFMotion To Approve Payment No. 1 And Change Order No. 1 –Odessa II –Cummings Park Playground Redevelopment ProjectSue Polka, Interim Public Works Director/City Engineer MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFMotion To Authorize Professional Services Agreement For Geotechnical Evaluation, Design And Construction –WSB & Associates -Royal Hills Park, Hazelnut Park And Cummings Park Tennis And Basketball Courts ImprovementsSue Polka, Interim Public Works Director/City Engineer MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFMotion To Cancel May 28, 2019 Regular City Council MeetingJulie Hanson, City Clerk MEMO.PDFMotion To Approve Proposal For TCAAP Final AUAR And Final Mitigation Plan –Kimley -Horn Dave Perrault, City Administrator
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
PC 18 -014 Mounds View High School Addition –Comp Plan Amendment And
Master And Final Planned Unit Development
Mike Mrosla, City Planner
Jane Kansier, Planning Consultant
MEMO.PDF
ATTACHMENT A.PDF
ATTACHMENT B.PDF
ATTACHMENT C.PDF
ATTACHMENT D.PDF
ATTACHMENT E.PDF
ATTACHMENT F.PDF
NEW BUSINESS
PC 18 -014 Mounds View High School Addition –Comp Plan Amendment And
Master And Final Planned Unit Development
•Resolution 2019 -018 Authorizing the Submittal of the Comprehensive Plan
Amendment for Mounds View School Disrict at 1901 Lake Valentine Road to
the Metropolitan Council for Review
Mike Mrosla, City Planner
Jane Kansier, Planning Consultant
MEMO.PDF
ATTACHMENT A.PDF
UNFINISHED BUSINESS
COUNCIL COMMENTS
ADJOURN
Mayor:David Grant Councilmembers:Brenda Holden Fran HolmesDave McClungSteve Scott Regular City Council AgendaMay 13, 2019 7:00 p.m. City Hall Address:1245 W Highway 96 Arden Hills MN 55112 Phone:651 -792 -7800 Website : www.cityofardenhills.org City 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.CALL TO ORDER1.2.3.4.4.A.Documents:5.5.A.Documents:5.B.Documents:5.C.Documents:6.6.A.Documents:6.B.Documents:6.C.Documents:7.7.A.Documents:7.B.Documents:7.C.Documents:7.D.Documents:7.E.Documents:7.F.Documents:7.G.Documents:7.H.Documents:7.I.Documents:7.J.Documents:7.K.Documents:7.L.Documents:
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PUBLIC PRESENTATION – 4A
MEMORANDUM
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
Dave Perrault, City Administrator
FROM: Gayle Bauman, Finance Director
SUBJECT: 2018 City Financial Statements
Budgeted Amount: Actual Amount: Funding Source:
N/A N/A N/A
Background/Discussion
The City’s 2018 Financial Statements have been completed and will be submitted to both the State
Auditor and the GFOA. The City’s auditor, Aaron Nielsen from MMKR, will be present at the
May 13, 2019, City Council meeting to give an overview and answer questions. The auditors have
issued an unmodified (“clean”) opinion on our financial statements for the year ended December
31, 2018. The total general fund balance at December 31, 2018 was $3,340,369 with $3,052,082
of unassigned balance; the new balance equates to a decrease in the General Fund balance of
$298,948. The ending unassigned General Fund balance makes up approximately 60 percent of
next year’s budgeted expenditures. The City’s total net position increased by $3,427,437. The
combined ending fund balances for governmental funds was $7,543,820; the combined ending
unrestricted net position for the enterprise funds was $1,329,268, and internal service funds was
$384,212.
We have completed the report in the form prescribed by the Government Finance Officers
Association of United States and Canada (GFOA) for their Certificate of Achievement for
Excellence in Financial Reporting. In order to qualify for this, the report has to be published in an
easily readable and efficiently organized Comprehensive Annual Financial Report (CAFR) that
satisfies both accounting principles generally accepted in the United States of America and
applicable legal requirements.
As a note of information, the Auditing Standards are constantly increasing and changing. With
these changes, you may see increased findings. This does not mean that the City has done anything
wrong compared to previous years, only that the reporting requirements have become much
stricter. Many cities are experiencing these findings, and the findings are expected to increase for
all cities as these standards become stricter. One finding was noted in the report related to
Segregation of Duties. We are pleased with the outcome of the audit.
Attachments
A. Management Report
B. Comprehensive Annual Financial Report
C. Special Purpose Audit Report
Management Report
for
City of Arden Hills, Minnesota
December 31, 2018
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C E R T I F I E D
A C C O U N T A N T S
P UBLIC
PRINCIPALS
Thomas A. Karnowski, CPA
Paul A. Radosevich, CPA
William J. Lauer, CPA
James H. Eichten, CPA
Aaron J. Nielsen, CPA
Victoria L. Holinka, CPA/CMA
Jaclyn M. Huegel, CPA
Malloy, Montague, Karnowski, Radosevich & Co., P.A.
5353 Wayzata Boulevard • Suite 410 • Minneapolis, MN 55416 • Phone: 952-545-0424 • Fax: 952-545-0569 • www.mmkr.com
To the City Council and Management
City of Arden Hills, Minnesota
We have prepared this management report in conjunction with our audit of the City of Arden Hills,
Minnesota’s (the City) financial statements for the year ended December 31, 2018. We have organized
this report into the following sections:
• Audit Summary
• Governmental Funds Overview
• Enterprise Funds Overview
• Government-Wide Financial Statements
• Legislative Updates
• Accounting and Auditing Updates
We would be pleased to further discuss any of the information contained in this report or any other
concerns that you would like us to address. We would also like to express our thanks for the courtesy and
assistance extended to us during the course of our audit.
The purpose of this report is solely to provide those charged with governance of the City, management,
and those who have responsibility for oversight of the financial reporting process comments resulting
from our audit process and information relevant to city finances in Minnesota. Accordingly, this report is
not suitable for any other purpose.
Minneapolis, Minnesota
May 2, 2019
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AUDIT SUMMARY
The following is a summary of our audit work, key conclusions, and other information that we consider
important or that is required to be communicated to the City Council, administration, or those charged
with governance of the City.
OUR RESPONSIBILITY UNDER AUDITING STANDARDS GENERALLY ACCEPTED IN THE UNITED
STATES OF AMERICA AND GOVERNMENT AUDITING STANDARDS
We have audited the financial statements of the governmental activities, the business-type activities, each
major fund, and the aggregate remaining fund information of the City as of and for the year ended
December 31, 2018. Professional standards require that we provide you with information about our
responsibilities under auditing standards generally accepted in the United States of America and
Government Auditing Standards, as well as certain information related to the planned scope and timing of
our audit. We have communicated such information to you verbally and in our audit engagement letter.
Professional standards also require that we communicate the following information related to our audit.
PLANNED SCOPE AND TIMING OF THE AUDIT
We performed the audit according to the planned scope and timing previously discussed and coordinated
in order to obtain sufficient audit evidence and complete an effective audit.
AUDIT OPINION AND FINDINGS
Based on our audit of the City’s financial statements for the year ended December 31, 2018:
• We have issued an unmodified opinion on the City’s basic financial statements.
• We reported one matter involving the City’s internal control over financial reporting that we
consider to be a material weakness as detailed in the Special Purpose Audit Reports. Due to the
limited size of the City’s office staff, the City has limited segregation of duties in certain areas.
• The results of our testing disclosed no instances of noncompliance required to be reported under
Government Auditing Standards.
• We reported no findings based on our testing of the City’s compliance with Minnesota laws and
regulations.
FUND BALANCE/NET POSITION DEFICITS
As reported in the City’s Comprehensive Annual Financial Report (CAFR), the Parks Fund; Public Safety
Capital Equipment Fund; and TCAAP Fund; had year-end deficit equity balances of $5,816, $19,456, and
$164,132, respectively. Management has disclosed that these deficits will be eliminated with future
contributions, grants, and internal fund transfers, if needed.
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SIGNIFICANT ACCOUNTING POLICIES
Management is responsible for the selection and use of appropriate accounting policies. The significant
accounting policies used by the City are described in Note 1 of the notes to basic financial statements.
No new accounting policies were adopted and the application of existing policies was not changed during
the year ended December 31, 2018; however, the City implemented the following governmental
accounting standards during the fiscal year:
• Governmental Accounting Standards Board (GASB) Statement No. 85, Omnibus 2017, which
addresses issues that have been identified during implementation and application of certain
GASB statements.
• GASB Statement No. 86, Certain Debt Extinguishment Issues, which improves the consistency in
accounting and financial reporting for in-substance defeasances of debt.
We noted no transactions entered into by the City during the year for which there is a lack of authoritative
guidance or consensus. All significant transactions have been recognized in the financial statements in the
proper period.
ACCOUNTING ESTIMATES AND MANAGEMENT JUDGMENTS
Accounting estimates are an integral part of the financial statements prepared by management and are
based on management’s knowledge and experience about past and current events and assumptions about
future events. Certain accounting estimates are particularly sensitive because of their significance to the
financial statements and because of the possibility that future events affecting them may differ
significantly from those expected. The most sensitive estimates affecting the financial statements were:
• Depreciation – Management’s estimates of depreciation expense are based on the estimated
useful lives of the assets.
• Compensated Absences – Management’s estimate is based on current rates of pay and unused
compensated absences balances.
• Pension Benefits – The City has recorded amounts and activities for pension benefits. Actuarial
estimates of the net pension balances are calculated using actuarial methodologies described in
GASB Statement No. 68. The actuarial calculations include significant assumptions, including
projected changes, investment returns, retirement ages, proportionate share, and employee
turnover.
We evaluated the key factors and assumptions used by management to develop these estimates in
determining that they are reasonable in relation to the basic financial statements taken as a whole.
The financial statement disclosures are neutral, consistent, and clear.
CORRECTED AND UNCORRECTED MISSTATEMENTS
Professional standards require us to accumulate all known and likely misstatements identified during the
audit, other than those that are clearly trivial, and communicate them to the appropriate level of
management. There were no misstatements detected as a result of audit procedures that were material,
either individually or in the aggregate, to each opinion unit’s financial statements taken as a whole.
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DIFFICULTIES ENCOUNTERED IN PERFORMING THE AUDIT
We encountered no significant difficulties in dealing with management in performing and completing our
audit.
DISAGREEMENTS WITH MANAGEMENT
For purposes of this report, a disagreement with management is a financial accounting, reporting, or
auditing matter, whether or not resolved to our satisfaction, that could be significant to the financial
statements or the auditor’s report. We are pleased to report that no such disagreements arose during the
course of our audit.
MANAGEMENT REPRESENTATIONS
We have requested certain representations from management that are included in the management
representation letter dated May 2, 2019.
MANAGEMENT CONSULTATIONS WITH OTHER INDEPENDENT ACCOUNTANTS
In some cases, management may decide to consult with other accountants about auditing and accounting
matters, similar to obtaining a “second opinion” on certain situations. If a consultation involves
application of an accounting principle to the City’s financial statements or a determination of the type of
auditor’s opinion that may be expressed on those statements, our professional standards require the
consulting accountant to check with us to determine that the consultant has all the relevant facts. To our
knowledge, there were no such consultations with other accountants.
OTHER AUDIT FINDINGS OR ISSUES
We generally discuss a variety of matters, including the application of accounting principles and auditing
standards, with management each year prior to retention as the City’s auditors. However, these
discussions occurred in the normal course of our professional relationship and our responses were not a
condition to our retention.
OTHER MATTERS
We applied certain limited procedures to the management’s discussion and analysis (MD&A) and the
required supplementary information (RSI) that supplements the basic financial statements. Our
procedures consisted of inquiries of management regarding the methods of preparing the information and
comparing the information for consistency with management’s responses to our inquiries, the basic
financial statements, and other knowledge we obtained during our audit of the basic financial statements.
We did not audit the RSI and do not express an opinion or provide any assurance on the RSI.
We were engaged to report on the supplemental information accompanying the financial statements
which are not RSI. With respect to this supplemental information, we made certain inquiries of
management and evaluated the form, content, and methods of preparing the information to determine that
the information complies with accounting principles generally accepted in the United States of America,
the method of preparing it has not changed from the prior period, and the information is appropriate and
complete in relation to our audit of the financial statements. We compared and reconciled the
supplemental information to the underlying accounting records used to prepare the financial statements or
to the financial statements themselves.
We were not engaged to report on the introductory or statistical sections, which accompany the financial
statements but are not RSI. Such information has not been subjected to the auditing procedures applied in
the audit of the basic financial statements and, accordingly, we do not express an opinion or provide any
assurance on it.
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GOVERNMENTAL FUNDS OVERVIEW
This section of the report provides you with an overview of the financial trends and activities of the City’s
governmental funds, which includes the General, special revenue, debt service, and capital project funds.
These funds are used to account for the basic services the City provides to all of its citizens, which are
financed primarily with property taxes. The governmental fund information in the City’s financial
statements focuses on budgetary compliance and the sufficiency of each governmental fund’s current
assets to finance its current liabilities.
PROPERTY TAXES
Minnesota cities rely heavily on local property tax levies to support their governmental fund activities.
For the 2017 fiscal year, local ad valorem property tax levies provided 41.1 percent of the total
governmental fund revenues for cities over 2,500 in population, and 37.4 percent for cities under 2,500 in
population. Total property taxes levied by all Minnesota cities for taxes payable in 2018 increased
6.2 percent from the prior year, and total certified levies payable in 2019 are projected to increase by
5.6 percent.
The total market value of property in Minnesota cities increased about 5.6 percent for the 2017 levy year
(state-wide market value information for the 2018 levy year was not available at the time this report was
issued). The market values used for levying property taxes are based on the previous fiscal year
(e.g., market values for taxes levied in 2018 were based on assessed values as of January 1, 2017), so the
trend of change in these market values lags somewhat behind the housing market and economy in general.
The City’s estimated market value increased by 2.5 percent for 2017 and increased 7.4 percent for taxes
payable in 2018. The following graph shows the City’s changes in estimated market value over the past
10 years:
$–
$200,000,000
$400,000,000
$600,000,000
$800,000,000
$1,000,000,000
$1,200,000,000
$1,400,000,000
2009 2010 2011 2012 2013 2014 2015 2016 2017 2018
Estimated Market Value
-5-
Tax capacity is considered the actual base available for taxation. It is calculated by applying the state’s
property classification system to each property’s market value. Each property classification, such as
commercial or residential, has a different calculation and uses different rates. Consequently, a city’s total
tax capacity will change at a different rate than its total market value, as tax capacity is affected by the
proportion of the City’s tax base that is in each property classification from year-to-year, as well as
legislative changes to tax rates. The City’s tax capacity increased 2.3 percent for taxes payable in 2017,
and increased 7.3 percent for taxes payable in 2018.
The following graph shows the City’s change in tax capacities over the past 10 years:
$–
$2,000,000
$4,000,000
$6,000,000
$8,000,000
$10,000,000
$12,000,000
$14,000,000
$16,000,000
$18,000,000
2009 2010 2011 2012 2013 2014 2015 2016 2017 2018
Local Tax Capacity
The following table presents the average tax rates applied to city residents for each of the last three levy
years:
2016 2017 2018
Average tax rate
City 26.5 27.2 25.5
County 58.9 55.9 54.0
School 26.2 25.3 28.5
Special taxing 9.1 8.6 8.2
Total 120.7 117.0 116.2
Rates Expressed as a Percentage of Net Tax Capacity
City of Arden Hills
The total average tax rate was consistent with the prior year. An increase in the school portion was offset
by decreases in the other taxing authority rates.
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GOVERNMENTAL FUND BALANCES
The following table summarizes the changes in the fund balances of the City’s governmental funds during
the year ended December 31, 2018, presented both by fund balance classification and by fund:
Increase
2018 2017 (Decrease)
Fund balances of governmental funds
Total by classification
Nonspendable 25,696$ 289,183$ (263,487)$
Restricted 1,010,521 898,739 111,782
Committed 508,241 471,996 36,245
Assigned 3,136,684 6,423,941 (3,287,257)
Unassigned 2,862,678 2,626,103 236,575
Total governmental funds 7,543,820$ 10,709,962$ (3,166,142)$
Total by fund
General 3,340,369$ 3,639,317$ (298,948)$ EDA Operating 508,241 303,058 205,183 Equipment, Building, and Replacement 216,902 (259,269) 476,171 Permanent Improvement Revolving 2,656,977 6,080,457 (3,423,480) Other governmental funds 821,331 946,399 (125,068)
Total governmental funds 7,543,820$ 10,709,962$ (3,166,142)$
as of December 31,
Governmental Fund Change in Fund Balance
Fund Balance
In total, the fund balances of the City’s governmental funds decreased by $3,166,142 during the year
ended December 31, 2018. The majority of the decrease was in assigned fund balance in the Permanent
Improvement Revolving Fund, due to spending for street and trail projects in the current year.
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GOVERNMENTAL FUND REVENUES
The following table presents the per capita revenue of the City’s governmental funds for the past
three years, along with state-wide averages.
We have included the most recent comparative state-wide averages available from the Office of the State
Auditor to provide a benchmark for interpreting the City’s data. The amounts received from the typical
major sources of governmental fund revenue will naturally vary between cities based on factors such as a
city’s stage of development, location, size and density of its population, property values, services it
provides, and other attributes. It will also differ from year-to-year, due to the effect of inflation and
changes in its operation. Also, certain data in these tables may be classified differently than how they
appear in the City’s financial statements in order to be more comparable to the state-wide information,
particularly in separating capital expenditures from current expenditures.
We have designed this section of our management report using per capita data in order to better identify
unique or unusual trends and activities of the City. We intend for this type of comparative and trend
information to complement, rather than duplicate, information in the MD&A. An inherent difficulty in
presenting per capita information is the accuracy of the population count, which for most years is based
on estimates.
Year 2016 2017 2018
Population 2,500–10,000 10,000–20,000 20,000–100,000 9,966 9,969 10,069
Property taxes 474$ 451$ 475$ 327$ 355$ 355$
Tax increments 26 27 38 24 30 35
Franchise and other taxes 38 43 48 13 11 10
Special assessments 57 48 59 37 31 73
Licenses and permits 39 34 49 60 73 52
Intergovernmental revenues 322 276 147 40 213 100
Charges for services 108 103 103 58 59 42
Other 68 53 48 40 46 49
Total revenue 1,132$ 1,035$ 967$ 599$ 818$ 716$
City of Arden Hills
Governmental Funds Revenue per Capita
With State-Wide Averages by Population Class
State-Wide
December 31, 2017
The City’s governmental funds have generated significantly less revenue per capita in total than other
Minnesota cities in its population class. A city’s stage of development, along with the way a city finances
various capital projects, will impact the mix of revenue sources it receives.
The City generated $7,222,675 of total revenue in its governmental funds in 2018, a decrease of $932,871
(11.4 percent) from the prior year. The City’s per capita governmental fund revenues for 2018 were $716,
a decrease of $102 (12.5 percent) per capita from the prior year. Intergovernmental revenues decreased
$113 per capita, due to a one-time reimbursement from the county for its share of a joint street project in
the prior year.
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GOVERNMENTAL FUND EXPENDITURES
The expenditures of governmental funds will also vary from state-wide averages and from year-to-year,
based on the City’s circumstances. Expenditures are classified into three types as follows:
• Current – These are typically the general operating type expenditures occurring on an annual
basis, and are primarily funded by general sources, such as taxes and intergovernmental revenues.
• Capital Outlay and Construction – These expenditures do not occur on a consistent basis, more
typically fluctuating significantly from year-to-year. Many of these expenditures are
project-oriented, and are often funded by specific sources that have benefited from the
expenditure, such as special assessment improvement projects.
• Debt Service – Although the expenditures for debt service may be relatively consistent over the
term of the respective debt, the funding source is the important factor. Some debt may be repaid
through specific sources, such as special assessments or redevelopment funding, while other debt
may be repaid with general property taxes.
The City’s expenditures per capita of its governmental funds for the past three years, together with
state-wide averages, are presented in the following table:
Year 2016 2017 2018
Population 2,500–10,000 10,000–20,000 20,000–100,000 9,966 9,969 10,069
Current
147$ 120$ 101$ 120$ 119$ 116$
270 259 287 199 206 207
128 127 101 48 45 58
96 112 99 62 62 65
76 64 77 23 27 32
717 682 665 452 459 478
Capital outlay
and construction 403 319 263 99 118 591
Debt service
228 147 121 – – –
44 35 32 – – –
272 182 153 – – –
Total expenditures 1,392$ 1,183$ 1,081$ 551$ 577$ 1,069$
Governmental Funds Expenditures per Capita
With State-Wide Averages by Population Class
City of Arden HillsState-Wide
All other
Principal
December 31, 2017
Interest and fiscal
General government
Public safety
Public works
Parks and recreation
Total expenditures in the City’s governmental funds for 2018 were $10,757,975, an increase of
$5,003,332 (86.9 percent). The City’s per capita governmental funds current expenditures for 2018 were
$478, a slight increase from the $459 per capita expenditures in the prior year.
Capital outlay and construction increased by $473 per capita, with increased activity in the City’s
Permanent Improvement Revolving Fund, due to ongoing street and trail projects.
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GENERAL FUND
The City’s General Fund accounts for the financial activity of the basic services provided to the
community. The primary services included within this fund are the administration of the municipal
operation, police and fire protection, building inspection, street maintenance, and parks and recreation.
The graph below illustrates the change in the General Fund financial position over the last five years. We
have also included a line representing annual expenditures and transfers out to reflect the change in the
size of the General Fund operation over the same period.
2014 2015 2016 2017 2018
Fund Bal $2,345,942 $3,082,410 $2,944,813 $3,639,317 $3,340,369
Cash Bal $2,734,366 $3,752,294 $3,506,967 $3,906,088 $3,850,270
Exp & Trans Out $4,324,507 $3,926,100 $4,940,586 $4,536,636 $5,181,629
$–
$500,000
$1,000,000
$1,500,000
$2,000,000
$2,500,000
$3,000,000
$3,500,000
$4,000,000
$4,500,000
$5,000,000
$5,500,000
General Fund Financial Position
Year Ended December 31,
The City’s General Fund cash and investments balance at December 31, 2018 was $3,850,270 (net of
borrowing), a decrease of $55,818 from the previous year. Total fund balance at December 31, 2018 was
$3,340,369, a decrease of $298,948 from the prior year. This fund balance level represents approximately
77 percent of the City’s annual General Fund expenditures, based on 2018 expenditure levels, which
compares to a prior year fund balance level of 87 percent. The overall impact of operations on fund
balance was $338,277 better than anticipated in the final budget.
As the graph illustrates, the City has generally been able to maintain stable cash and fund balance levels
as the volume of financial activity has fluctuated. This is an important factor because a government, like
any organization, requires a certain amount of equity to operate. A healthy financial position allows the
City to avoid volatility in tax rates; helps minimize the impact of state funding changes; allows for the
adequate and consistent funding of services, repairs, and unexpected costs; and is a factor in determining
the City’s bond rating and resulting interest costs. Maintaining an adequate fund balance has become
increasingly important given the fluctuations in state funding for cities in recent years.
A trend that is typical to Minnesota local governments, especially the General Fund of cities, is the
unusual cash flow experienced throughout the year. The City’s General Fund cash disbursements are
made fairly evenly during the year other than the impact of seasonal services, such as snowplowing, street
maintenance, and park activities. Cash receipts of the General Fund are quite a different story. Property
taxes comprise approximately 73 percent of the fund’s total annual revenue. Approximately half of these
revenues are received by the City in July and the rest in December. Consequently, the City needs to have
adequate cash reserves to finance its everyday operations between these payments.
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GENERAL FUND REVENUES
The following graph reflects the City’s General Fund revenues, budget and actual, for 2018:
Other
Charges for Services
Intergovernmental
Licenses and Permits
Taxes
General Fund Revenue
Budget to Actual
Budget Actual
Total General Fund revenues for 2018 were $4,882,681, which was $8,052 (0.2 percent) over the final
budget. Licenses and permits ($201,844) and charges for services ($27,103) were over budget, due to
conservative budgeting for these sources. Taxes were $216,414 below anticipated levels, due to
abatements and adjustments on delinquent balances.
The following graph presents the City’s General Fund revenues by source for the last five years. The
graph reflects the City’s reliance on property taxes:
Taxes Licenses and
Permits Intergovernmental Charges for
Services Other
2014 $3,210,025 $327,727 $136,249 $400,224 $230,518
2015 $3,203,004 $518,846 $130,023 $496,908 $313,787
2016 $3,260,537 $598,686 $131,914 $577,041 $234,811
2017 $3,541,705 $729,197 $151,425 $590,141 $218,672
2018 $3,578,628 $526,444 $149,097 $427,905 $200,607
$–
$500,000
$1,000,000
$1,500,000
$2,000,000
$2,500,000
$3,000,000
$3,500,000
$4,000,000
General Fund Revenue by Source
Year Ended December 31,
Total General Fund revenues for 2018 were $348,459 (6.7 percent) less than prior year. Licenses and
permits and charges for services decreased $202,753 and $162,236, respectively, due to decreased
building activity in the current year.
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GENERAL FUND EXPENDITURES
The following graph reflects the City’s General Fund expenditures, budget and actual, for 2018:
Parks and Recreation
Public Works
Public Safety
General Government
General Fund Expenditures
Budget Actual
Total General Fund expenditures for 2018 were $4,361,629, which was $330,225 (7.0 percent) under the
final budget. As presented in the budgetary comparison schedule (within the City’s CAFR), expenditure
variances were both favorable and unfavorable within the various functions and departments while
overall, they remained within total appropriations approved by the City Council. The general government
function was $200,876 under budget, mainly in planning and zoning ($89,336) and general government
buildings ($36,391) within other services and charges. The public safety function was under budget by
$67,827, mainly in protective inspections ($33,033) and police and animal control ($32,819).
The following graph presents the City’s General Fund expenditures by function for the last five years:
General
Government Public Safety Public Works
Parks and
Recreation
2014 $1,056,906 $1,826,098 $580,872 $648,214
2015 $1,015,835 $1,920,280 $336,398 $573,587
2016 $1,082,313 $1,981,506 $479,814 $621,832
2017 $1,076,352 $2,058,037 $443,633 $618,614
2018 $1,039,772 $2,088,345 $579,535 $653,977
$–
$200,000
$400,000
$600,000
$800,000
$1,000,000
$1,200,000
$1,400,000
$1,600,000
$1,800,000
$2,000,000
$2,200,000
General Fund Expenditures by Function
Year Ended December 31,
Overall, General Fund expenditures increased $164,993 (3.9 percent) from the prior year, with the largest
increase in public works ($135,902).
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ENTERPRISE FUNDS OVERVIEW
The City maintains enterprise funds to account for services the City provides that are financed primarily
through fees charged to those utilizing the service. This section of the report provides you with an
overview of the financial trends and activities of the City’s enterprise funds, which include the Water,
Sewer, Surface Water Management, and Recycling Funds.
The utility funds comprise a considerable portion of the City’s activities. These funds help to defray
overhead and administrative costs and provide additional support to general government operations by
way of annual transfers. We understand that the City is proactive in reviewing these activities on an
ongoing basis and we want to reiterate the importance of continually monitoring these operations. Over
the years, we have emphasized to our city clients the importance of these utility operations being
self-sustaining, preventing additional burdens on general government funds. This would include the
accumulation of net assets for future capital improvements and to provide a cushion in the event of a
negative trend in operations.
ENTERPRISE FUNDS FINANCIAL POSITION
The following table summarizes the changes in the financial position of the City’s enterprise funds during
the year ended December 31, 2018, presented both by classification and by fund:
Increase
2018 2017 (Decrease)
Net position of enterprise funds
Total by classification
Net investment in capital assets 17,295,916$ 16,292,000$ 1,003,916$
Unrestricted 1,329,268 1,298,744 30,524
Total enterprise funds 18,625,184$ 17,590,744$ 1,034,440$
Total by fund
Water 8,179,034$ 7,519,127$ 659,907$
Sewer 5,875,144 5,765,055 110,089
Surface Water Management 4,447,569 4,175,003 272,566
Nonmajor Recycling 123,437 131,559 (8,122)
Total enterprise funds 18,625,184$ 17,590,744$ 1,034,440$
Enterprise Funds Change in Financial Position
Net Position
as of December 31,
In total, the net position of the City’s enterprise funds increased by $1,034,440 during the year ended
December 31, 2018. This increase was mainly in net investment in capital assets, which increased
$1,003,916, due to continued investment in utility infrastructure and other capital assets.
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WATER FUND
The following graph presents five years of operating results for the Water Fund:
2014 2015 2016 2017 2018
Oper Rev $2,132,191 $2,099,242 $2,165,773 $2,104,639 $2,256,859
Oper Exp, Excl Dep $1,711,191 $1,579,215 $1,601,171 $1,921,138 $1,812,772
Oper Inc Before Dep $421,000 $520,027 $564,602 $183,501 $444,087
$–
$200,000
$400,000
$600,000
$800,000
$1,000,000
$1,200,000
$1,400,000
$1,600,000
$1,800,000
$2,000,000
$2,200,000
$2,400,000
Water Fund
Year Ended December 31,
The Water Fund ended 2018 with a net position of $8,179,034, an increase of $659,907 from the prior
year. Of total net position, $7,190,606 represents the net investment in capital assets, leaving $988,428 of
unrestricted net position.
Water Fund operating revenues were $2,256,859 for 2018, an increase of $152,220 due to increased rates.
Operating expenses (excluding depreciation of $260,017) were $1,812,772, which represents a decrease
of $108,366. Expenses were down largely due to a decrease in other services and charges and supplies
and maintenance.
The Water Fund also received $500,000 in capital contributions in the current year for a watermain
project.
Consumption will fluctuate from year-to-year based on many factors, including weather patterns and
number of utility customers.
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SEWER FUND
The following graph presents five years of operating results for the Sewer Fund:
2014 2015 2016 2017 2018
Oper Rev $1,857,272 $1,855,802 $1,989,066 $1,723,699 $1,769,466
Oper Exp, Excl Dep $1,367,820 $1,438,589 $1,362,274 $1,615,427 $1,467,028
Oper Inc Before Dep $489,452 $417,213 $626,792 $108,272 $302,438
$–
$200,000
$400,000
$600,000
$800,000
$1,000,000
$1,200,000
$1,400,000
$1,600,000
$1,800,000
$2,000,000
$2,200,000
Sewer Fund
Year Ended December 31,
The Sewer Fund ended 2018 with a net position of $5,875,144, an increase of $110,089 from the prior
year. Of total net position, $5,684,251 represents the net investment in capital assets, leaving $190,893 of
unrestricted net position.
Sewer Fund operating revenues for 2018 were $1,769,466, an increase of $45,767 compared to last year.
Operating expenses for 2018 (excluding depreciation of $175,456) were $1,467,028, a decrease of
$148,399 from the prior year, due to a decrease in other services and charges.
-15-
SURFACE WATER MANAGEMENT FUND
The following graph presents five years of operating results for the Surface Water Management Fund:
2014 2015 2016 2017 2018
Oper Rev $762,884 $782,501 $812,044 $834,973 $839,499
Oper Exp, Excl Dep $370,747 $416,945 $390,935 $395,715 $390,882
Oper Inc Before Dep $392,137 $365,556 $421,109 $439,258 $448,617
$–
$100,000
$200,000
$300,000
$400,000
$500,000
$600,000
$700,000
$800,000
$900,000
Surface Water Management Fund
Year Ended December 31,
The Surface Water Management Fund ended 2018 with a net position of $4,447,569, an increase of
$272,566 from the prior year. Of this, $4,421,059 represents the investment in capital assets, leaving
$26,510 of unrestricted net position.
Surface Water Management Fund operating revenues for 2018 were $839,499, an increase of $4,526 from
last year. Operating expenses for 2018 (excluding depreciation of $108,167) were $390,882, or $4,833
less than the prior year.
-16-
RECYCLING FUND
The following graph presents five years of operating results for the Recycling Fund:
2014 2015 2016 2017 2018
Oper Rev $130,369 $129,030 $134,739 $151,272 $134,228
Oper Exp $150,417 $239,727 $141,190 $147,919 $168,145
Oper Inc (Loss)$(20,048) $(110,697) $(6,451) $3,353 $(33,917)
$(125,000)
$(75,000)
$(25,000)
$25,000
$75,000
$125,000
$175,000
$225,000
$275,000
Recycling Fund
Year Ended December 31,
The Recycling Fund ended 2018 with an unrestricted net position of $123,437, a decrease of $8,122 from
the prior year.
Recycling Fund operating revenues for 2018 were $134,228, a decrease of $17,044 from the prior year.
Operating expenses for 2018 were $168,145, an increase of $20,226 from the prior year.
The Recycling Fund also received $23,819 of nonoperating intergovernmental revenues that are available
for the operation of the City’s Recycling Program.
In 2015, intergovernmental revenues included $100,000 received from Ramsey County as a grant to
upgrade city residents’ recycling receptacles. This intergovernmental revenue is not reflected in the graph
above; however, the expenses related to this grant are included in the operating results presented by the
graph above. This one-time grant accounts for the increase in operating expenses in the 2015 fiscal year.
-17-
GOVERNMENT-WIDE FINANCIAL STATEMENTS
In addition to fund-based information, the current reporting model for governmental entities also requires
the inclusion of two government-wide financial statements designed to present a clear picture of the City
as a single, unified entity. These government-wide financial statements provide information on the total
cost of delivering services, including capital assets and long-term liabilities.
STATEMENT OF NET POSITION
The Statement of Net Position essentially tells you what your city owns and owes at a given point in time,
the last day of the fiscal year. Theoretically, net position represents the resources the City has leftover to
use for providing services after its debts are settled. However, those resources are not always in spendable
form, or there may be restrictions on how some of those resources can be used. Therefore, net position is
divided into three components: investment in capital assets, restricted, and unrestricted.
The following table presents the components of the City’s net position as of December 31, 2018 and 2017
for governmental activities and business-type activities (utility fund operations):
Increase
2018 2017 (Decrease)
Net position
Governmental activities
Net investment in capital assets 26,972,898$ 22,750,377$ 4,222,521$
Restricted 1,010,521 898,739 111,782
Unrestricted 8,736,913 10,678,219 (1,941,306)
Total governmental activities 36,720,332 34,327,335 2,392,997
Business-type activities
Net investment in capital assets 17,295,916 16,292,000 1,003,916
Unrestricted 1,329,268 1,298,744 30,524
Total business-type activities 18,625,184 17,590,744 1,034,440
Total net position 55,345,516$ 51,918,079$ 3,427,437$
As of December 31,
Net position for governmental activities increased by $2,392,997 in 2018, as presented above. The
investment in capital assets increased $4,222,521 this year, mainly due to the significant amount of
construction activity in the current year. The remaining change in this category of net position typically
depends on the relationship of the rate at which the City is adding capital assets, the rate capital assets are
being depreciated, and how the City finances the purchase and construction of capital assets. The
restricted portion of net position increased $111,782, due to increases in amounts restricted for tax
increment purposes. The decrease in unrestricted net position is due to the continued investment in
infrastructure using unrestricted resources of the City.
The change in net position for business-type activities is consistent with our earlier discussion for the
utility operations, which are presented under the same, full accrual, basis of accounting.
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STATEMENT OF ACTIVITIES
The Statement of Activities tracks the City’s yearly revenues and expenses, as well as any other
transactions that increase or reduce total net position. These amounts represent the full cost of providing
services. The Statement of Activities provides a more comprehensive measure than just the amount of
cash that changed hands, as reflected in the fund-based financial statements. This statement includes the
cost of supplies used, depreciation of long-lived capital assets, and other accrual-based expenses.
The following table presents the change in the net position of the City for the years ended December 31,
2018 and 2017:
2017
Program
Expenses Revenues Net Change Net Change
Governmental activities
1,286,845$ 285,055$ (1,001,790)$ (870,692)$
2,248,540 771,516 (1,477,024) (1,124,411)
1,695,449 1,841,163 145,714 (1,321,488)
765,843 1,392,080 626,237 (595,509)
391,156 – (391,156) (276,841)
Business-type activities
2,147,359 2,878,336 730,977 (32,349)
1,654,079 1,885,874 231,795 15,968
499,049 840,444 341,395 354,004
168,145 158,047 (10,098) 27,794
Total net (expense) revenue 10,856,465$ 10,052,515$ (803,950) (3,823,524)
General revenues
Property taxes 3,578,894 3,526,347
Tax increment collections 351,569 295,788
Franchise taxes 101,237 109,070
Unrestricted investment earnings 199,687 172,101
Total general revenues 4,231,387 4,103,306
Change in net position 3,427,437$ 279,782$
2018
Net (expense) revenue
General government
Public safety
Parks and recreation
Public works
Water
Recycling
Economic development
Sewer
Surface water management
One of the goals of this statement is to provide a side-by-side comparison to illustrate the difference in the
way the City’s governmental and business-type operations are financed. The table clearly illustrates the
dependence of the City’s governmental operations on general revenues, such as taxes and unrestricted
investment earnings. It also shows that, for the most part, the City’s business-type activities are
generating sufficient program revenues (service charges and program-specific grants) to cover expenses.
This is critical given the current downward pressures on the general revenue sources.
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LEGISLATIVE UPDATES
The 2018 legislative session, falling in the second half of the state’s fiscal biennium, was a short session
in which only two major finance-related bills were passed, omnibus bonding bills related to bonding, and
pensions. The following is a brief summary of specific legislative changes from the 2018 session or
previous legislative sessions potentially impacting Minnesota cities.
Omnibus Bonding Bill – The omnibus bonding bill authorized financing for over $1.5 billion in capital
improvements. Included in the approved funding was $542 million for various transportation
infrastructure, $99 million for local city-related economic development projects, and appropriations for a
number of different utility (water, sewer, wastewater, etc.) infrastructure improvement programs.
Wastewater Investment Protection – Effective retroactively back to August 1, 2017, when a city builds
a new wastewater treatment facility or upgrades one to meet current standards that exceed its previous
performance, the investment in that facility would be considered adequate for a period of 16 years before
a city could be required to upgrade the facility again to meet updated state wastewater facility standards.
Competitive Bidding Threshold – Effective for contracts awarded on or after August 1, 2018, the dollar
threshold at which Minnesota Statutes require the use of a sealed bidding process was raised from
$100,000 to $175,000. This extends the dollar range for which contracts may be awarded using direct
negotiation (obtaining two quotations) to contracts between $25,000 and $175,000. By reference, this
change also increased the dollar threshold at which public contractors’ performance and payment bonds
are required for contracts over $175,000.
Water Tank Maintenance Contracts – Effective for contracts awarded on or after September 1, 2018,
multi-year service contracts for water tank maintenance work that were previously allowed to be awarded
through direct negotiation, are required to be awarded through a sealed bid or best value bid procurement
process when the total cost of the contract for the services and supplies is expected to exceed the
competitive bid threshold of $175,000.
Minnesota Licensing and Registration System (MNLARS) – The Legislature established the
MNLARS steering committee, and a one-time appropriation of $9.65 million was approved for fiscal
year 2018 to fund costs related to the continued development, improvement, operation, and deployment of
the MNLARS. However, a bill to provide an additional proposed appropriation of $9 million to partially
compensate deputy registrars throughout the state for financial losses related to the flawed rollout of the
MNLARS was vetoed by the Governor.
Pension Benefit Reforms – The 2018 pension bill included a number of reforms to the various defined
benefit pension plans across the state, including the plans administered by the Public Employees
Retirement Association (PERA).
• Reforms impacting the PERA General Employees Retirement Fund (GERF) plan included:
o Post-retirement cost of living adjustments (COLAs) will be equal to 50.0 percent of the
annual increase for Social Security, but not less than 0.5 percent, and not more than
1.5 percent.
o For early retirees that retire on or after January 1, 2024, COLAs are deferred until the retiree
reaches the normal retirement age.
o Phases in actuarial reduction factors over five year on early retirement benefits payable
beginning July 1, 2019.
o The rate of interest paid on refunds of employee contributions to former public employees
was reduced from an annual rate of 4.0 percent to 3.0 percent.
-20-
• Reforms impacting the PERA Public Employees Police and Fire Fund (PEPFF) plan included:
o Post-retirement COLAs were permanently set at 1.00 percent.
o Employer contribution rates increase from the current 16.20 percent of covered salaries to
16.95 percent beginning January 1, 2019, and 17.70 percent beginning January 1, 2020.
o Employee contribution rates increase from the current 10.80 percent of covered salaries to
11.30 percent beginning January 1, 2019, and 11.80 percent beginning January 1, 2020.
o To reduce the need for additional contribution increases, the state will contribute an
additional $4.5 million to the plan annually for fiscal years 2019 and 2020, increasing to
$9.0 million annually thereafter through fiscal 2048, or until the plan is fully funded.
o The rate of interest paid on refunds of employee contributions to former public employees
was reduced from an annual rate of 4.00 percent to 3.00 percent.
• Reforms impacting the volunteer firefighter relief associations plan included:
o Added a requirement that the fire chief annually certify each firefighter’s service credit to the
relief association and the related municipality effective January 1, 2019.
-21-
ACCOUNTING AND AUDITING UPDATES
GASB STATEMENT NO. 83, CERTAIN ASSET RETIREMENT OBLIGATIONS
This statement addresses accounting and financial reporting for certain asset retirement obligations
(ARO), which are legally enforceable liabilities associated with the retirement of a tangible capital asset.
This statement establishes criteria for determining the timing and pattern of recognition of a liability and a
corresponding deferred outflow of resources for ARO. A government that has legal obligations to perform
future asset retirement activities related to its tangible capital assets should recognize a liability when it is
both incurred and reasonably estimable. The measurement of an ARO is required to be based on the best
estimate of the current value of outlays expected to be incurred, and a deferred outflow of resources
associated with an ARO is required to be measured at the amount of the corresponding liability upon
initial measurement.
This statement requires the current value of a government’s AROs to be adjusted for the effects of general
inflation or deflation at least annually, and a government to evaluate all relevant factors at least annually
to determine whether the effects of one or more of the factors are expected to significantly change the
estimated asset retirement outlays. A government should remeasure an ARO only when the result of the
evaluation indicates there is a significant change in the estimated outlays. Deferred outflows of resources
should be reduced and recognized as outflows of resources in a systematic and rational manner over the
estimated useful life of the tangible capital asset.
If a government owns a minority interest in a jointly owned tangible asset where a nongovernmental
entity is the majority owner or has operational responsibility for the jointly owned asset, the government’s
minority share of an ARO should be reported using the measurement produced by the nongovernmental
majority owner or the nongovernmental minority owner that has operational responsibility, without
adjustment to conform to the liability measurement and recognition requirements of this statement.
The statement also requires disclosures of any funding or financial assurance requirements a government
has related to the performance of asset retirement activities, along with any assets restricted for the
payment of the government’s AROs. This statement also requires disclosure of information about the
nature of a government’s AROs, the methods and assumptions used for the estimates of the liabilities, and
the estimated remaining useful life of the associated tangible capital assets. If an ARO (or portions
thereof) has been incurred by a government but is not yet recognized because it is not reasonably
estimable, the government is required to disclose that fact and the reasons therefor. This statement
requires similar disclosures for a government’s minority shares of AROs.
The requirements of this statement are effective for reporting periods beginning after June 15, 2018.
Earlier application is encouraged.
GASB STATEMENT NO. 84, FIDUCIARY ACTIVITIES
This statement establishes criteria for identifying fiduciary activities of all state and local governments.
The focus of the criteria generally is on (1) whether a government is controlling the assets of the fiduciary
activity, and (2) the beneficiaries with whom a fiduciary relationship exists. Separate criteria are included
to identify fiduciary component units and post-employment benefit arrangements that are fiduciary
activities.
-22-
An activity meeting the criteria should be reported in a fiduciary fund in the basic financial statements,
which should present a statement of fiduciary net position and a statement of changes in fiduciary net
position. This statement describes four fiduciary funds that should be reported, if applicable: (1) pension
(and other employee benefit) trust funds, (2) investment trust funds, (3) private-purpose trust funds, and
(4) custodial funds. Custodial funds generally should report fiduciary activities that are not held in a trust
or equivalent arrangement that meets specific criteria.
A fiduciary component unit, when reported in the fiduciary fund financial statements of a primary
government, should combine its information with its component units that are fiduciary component units
and aggregate that combined information with the primary government’s fiduciary funds.
This statement also provides for recognition of a liability to the beneficiaries in a fiduciary fund when an
event has occurred that compels the government to disburse fiduciary resources, defined as when a
demand for the resources has been made or when no further action, approval, or condition is required to
be taken or met by the beneficiary to release the assets.
The requirements of this statement are effective for reporting periods beginning after December 15, 2018.
Earlier application is encouraged.
GASB STATEMENT NO. 87, LEASES
A lease is a contract that transfers control of the right to use another entity’s nonfinancial asset as
specified in the contract for a period of time in an exchange or exchange-like transaction. Examples of
nonfinancial assets include buildings, land, vehicles, and equipment. Any contract that meets this
definition should be accounted for under the leases guidance, unless specifically excluded in this
statement.
Governments enter into leases for many types of assets. Under the previous guidance, leases were
classified as either capital or operating depending on whether the lease met any of the four tests. In many
cases, the previous guidance resulted in reporting lease transactions differently than similar nonlease
financing transactions.
The goal of this statement is to better meet the information needs of users by improving accounting and
financial reporting for leases by governments. It establishes a single model for lease accounting based on
the principle that leases are financings of the right-to-use an underlying asset. This statement increases the
usefulness of financial statements by requiring recognition of certain lease assets and liabilities for leases
that previously were classified as operating leases and recognized as inflows of resources or outflows of
resources based on the payment provisions of the contract.
Under this statement, a lessee is required to recognize a lease liability and an intangible right-to-use lease
asset, and a lessor is required to recognize a lease receivable and a deferred inflow of resources, thereby
enhancing the relevance and consistency of information about governments’ leasing activities.
To reduce the cost of implementation, this statement includes an exception for short-term leases, defined
as a lease that, at the commencement of the lease term, has a maximum possible term under the lease
contract of 12 months (or less), including any options to extend, regardless of their probability of being
exercised. Lessees and lessors should recognize short-term lease payments as outflows of resources or
inflows of resources, respectively, based on the payment provisions of the lease contract. The
requirements of this statement are effective for reporting periods beginning after December 15, 2019.
-23-
GASB STATEMENT NO. 88, CERTAIN DISCLOSURES RELATED TO DEBT, INCLUDING DIRECT
BORROWINGS AND DIRECT PLACEMENTS
The primary objective of this statement is to improve the information that is disclosed in notes to
government financial statements related to debt, including direct borrowings and direct placements. It also
clarifies which liabilities governments should include when disclosing information related to debt.
The requirements of this statement will improve financial reporting by providing users of financial
statements with essential information that currently is not consistently provided. In addition, information
about resources to liquidate debt and the risks associated with changes in terms associated with debt will
be disclosed. As a result, users will have better information to understand the effects of debt on a
government’s future resource flows.
This statement defines debt for purposes of disclosure in notes to financial statements as a liability that
arises from a contractual obligation to pay cash (or other assets that may be used in lieu of cash) in one or
more payments to settle an amount that is fixed at the date the contractual obligation is established. The
statement requires that additional essential information related to debt be disclosed in notes to financial
statements, including unused lines of credit; assets pledged as collateral for the debt; and terms specified
in debt agreements related to significant events of default with finance-related consequences, significant
termination events with finance-related consequences, and significant subjective acceleration clauses. It
also requires that existing and additional information be provided for direct borrowings and direct
placements of debt separately from other debt. The requirements of this statement are effective for
reporting periods beginning after June 15, 2018.
GASB STATEMENT NO. 89, ACCOUNTING FOR INTEREST COST INCURRED BEFORE THE END OF A
CONSTRUCTION PERIOD
The objectives of this statement are to enhance the relevance and comparability of information about
capital assets and the cost of borrowing for a reporting period and to simplify accounting for interest cost
incurred before the end of a construction period.
This statement requires that interest cost incurred before the end of a construction period be recognized as
an expense in the period in which the cost is incurred for financial statements prepared using the
economic resources measurement focus. As a result, interest cost incurred before the end of a construction
period will no longer be included in the historical cost of a capital asset reported in a business-type
activity or enterprise fund. This statement also reiterates that in financial statements prepared using the
current financial resources measurement focus, interest cost incurred before the end of a construction
period should continue to be recognized as an expenditure on a basis consistent with governmental fund
accounting principles.
The requirements of this statement are effective for reporting periods beginning after December 15, 2019.
Earlier application is encouraged. The requirements of this statement should be applied prospectively.
-24-
GASB STATEMENT NO. 90, MAJORITY EQUITY INTEREST—AN AMENDMENT OF GASB STATEMENTS
NO. 14 AND NO. 61
The primary objectives of this statement are to improve the consistency and comparability of reporting a
government’s majority equity interest in a legally separate organization and to improve the relevance of
financial statement information for certain component units.
It specifies that a majority equity interest in a legally separate organization should be reported as an
investment if a government’s holding of the equity interest meets the definition of an investment. It
further specifies that such investments should generally be measured using the equity method, unless it is
held by a special-purpose government engaged only in fiduciary activities, a fiduciary fund, or an
endowment (including permanent and term endowments) or permanent fund, in which case the majority
equity interest should be measured at fair value.
All other holdings of a majority equity interest in a legally separate organization that do not meet the
definition of an investment result in the government being financially accountable for the legally separate
organization and, therefore, the government should report that organization as a component unit, and
should report an asset related to the majority equity interest using the equity method.
This statement also requires that a component unit in which a government has a 100 percent equity
interest account for its assets, deferred outflows of resources, liabilities, and deferred inflows of resources
at acquisition value at the date the government acquired a 100 percent equity interest in the component
unit. Transactions presented in flows statements of the component unit in that circumstance should
include only transactions that occurred subsequent to the acquisition.
The requirements of this statement are effective for reporting periods beginning after December 15, 2018.
Earlier application is encouraged. The requirements should be applied retroactively, except for the
provisions related to reporting a majority equity interest in a component unit and reporting a component
unit if the government acquires a 100 percent equity interest, which should be applied prospectively.
UNIFORM GUIDANCE, MICRO-PURCHASE THRESHOLD
Under the Uniform Guidance for federal programs, a micro-purchase is one for goods or services that, due
to its relatively low value, does not require the government to abide by many of its ordinary competitive
procedures, including small business set-asides. Because the contract is theoretically such a low amount,
the contracting officer can pick virtually whatever company and product he or she wants to satisfy the
procurement, so long as the price is reasonable. The standard micro-purchase threshold has been amended
to increase the threshold to $10,000, effective June 20, 2018. Entities are not required to increase the
micro-purchase and simplified acquisition thresholds but, if they wish to do so, they must update their
procurement policies and procedures to reflect the change in thresholds. They cannot retroactively make
these changes effective prior to June 20, 2018.
CITY OF ARDEN HILLS
RAMSEY COUNTY, MINNESOTA
Comprehensive Annual Financial Report
Year Ended
December 31, 2018
FINANCE DEPARTMENT
Page
Letter of Transmittal i–iii
GFOA Certificate of Achievement iv
City Council and Appointed Officials v
Organization Chart vi
INDEPENDENT AUDITOR’S REPORT 1–3
MANAGEMENT’S DISCUSSION AND ANALYSIS 4–13
BASIC FINANCIAL STATEMENTS
Government-Wide Financial Statements
Statement of Net Position 14
Statement of Activities 15–16
Fund Financial Statements
Governmental Funds
Balance Sheet 17–18
Statement of Revenues, Expenditures, and Changes in Fund Balances 19–20
Reconciliation of the Statement of Revenues, Expenditures, and Changes
in Fund Balances to the Statement of Activities 21
Proprietary Funds
Statement of Net Position 22
Statement of Revenues, Expenses, and Changes in Net Position 23
Statement of Cash Flows 24
Notes to Basic Financial Statements 25–48
REQUIRED SUPPLEMENTARY INFORMATION
PERA – General Employees Retirement Fund
Schedule of City’s and Nonemployer Proportionate Share of Net Pension Liability 49
Schedule of City Contributions 49
Budgetary Comparison Schedule
General Fund 50–52
EDA Operating Fund 53
Notes to Required Supplementary Information 54–55
SUPPLEMENTAL INFORMATION
Combining and Individual Fund Statements and Schedules
Nonmajor Governmental Funds
Combining Balance Sheet 56
Combining Statement of Revenues, Expenditures, and Changes in Fund Balances 57
INTRODUCTORY SECTION
FINANCIAL SECTION
CITY OF ARDEN HILLS
Table of Contents
RAMSEY COUNTY, MINNESOTA
Page
SUPPLEMENTAL INFORMATION (CONTINUED)
Combining and Individual Fund Statements and Schedules (continued)
Nonmajor Special Revenue Funds
Combining Balance Sheet 58
Combining Statement of Revenues, Expenditures, and Changes in Fund Balances 59
Nonmajor Capital Project Funds
Combining Balance Sheet 60
Combining Statement of Revenues, Expenditures, and Changes in Fund Balances 61
Special Revenue Funds
Schedule of Revenues, Expenditures, and Changes in Fund Balances –
Budget and Actual
Cable Fund 62
EDA Revolving Fund 63
EDA TIF District No. 3 Fund 64
EDA TIF District No. 4 Fund 65
Internal Service Funds
Combining Statement of Net Position 66
Combining Statement of Revenues, Expenses, and Changes in Net Position 67
Combining Statement of Cash Flows 68
Net Position by Component 69–70
Changes in Net Position 71–74
Governmental Activities Tax Revenues by Source 75
Fund Balances of Governmental Funds 76–77
Changes in Fund Balances of Governmental Funds 78–79
General Governmental Tax Revenues by Source 80
Tax Capacity Value and Estimated Market Value of Taxable Property 81–82
Property Tax Rates – Direct and Overlapping Governments 83
Principal Property Taxpayers 84
Property Tax Levies and Collections 85
Ratios of Outstanding Debt by Type 86
Direct and Overlapping Governmental Activities Debt 87
Legal Debt Margin Information 88–89
Pledged Revenue Coverage 90
Demographic and Economic Statistics 91
Principal Employers 92
Operating Indicators by Function 93–94
Full-Time Equivalent City Government Employees by Function 95–96
Capital Asset Statistics by Function 97–98
STATISTICAL SECTION (UNAUDITED)
CITY OF ARDEN HILLS
Table of Contents (continued)
RAMSEY COUNTY, MINNESOTA
INTRODUCTORY SECTION TAB
May 2, 2019
To the Honorable Mayor, Members of the City Council,
and Citizens of the City of Arden Hills, Minnesota
State law requires that every general-purpose local government publish a complete set of audited financial
statements. This report is published to fulfill that requirement for the fiscal year ended December 31, 2018.
Management assumes full responsibility for the completeness and reliability of the information contained
in this report, based upon a comprehensive framework of internal control that it has established for this
purpose. Because the cost of internal control should not exceed anticipated benefits, the objective is to
provide reasonable, rather than absolute assurance that the financial statements are free of any material
misstatements.
Malloy, Montague, Karnowski, Radosevich & Co., P.A. (MMKR), Certified Public Accountants, have
issued an unmodified (“clean”) opinion on the City of Arden Hills, Minnesota’s (the City) financial
statements for the year ended December 31, 2018. The independent auditor’s report is located at the front
of the financial section of this report.
The management’s discussion and analysis (MD&A) immediately follows the independent auditor’s report
and provides a narrative introduction, overview, and analysis of the basic financial statements. The MD&A
complements this letter of transmittal and should be read in conjunction with it.
PROFILE OF THE GOVERNMENT
The City, incorporated in 1951, is a northern suburb of the Minneapolis/St. Paul metropolitan area, situated
in Ramsey County. The City occupies 9.65 square miles and serves an estimated population of 10,069. The
City is empowered to levy a property tax on both real and personal property located within its boundaries.
The City operates under the “Optional Plan A” form of government as defined in Minnesota Statutes. Under
this plan, the government of the City is directed by a City Council composed of an elected mayor and
four elected councilmembers. The City Council exercises legislative authority and determines all matters
of policy. The City Council appoints personnel responsible for the proper administration of all affairs
relating to the City. Councilmembers serve four-year terms, with two members elected every two years.
The mayor is elected for a four-year term. The mayor and members of the City Council are elected at large.
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The City provides a full range of services: the construction and maintenance of streets and other
infrastructure; recreational and cultural activities; water, sewer, surface water management, and recycling
systems; community development, building inspection, and planning; and general government operations,
including administration, finance/accounting, information systems, community information (newsletter),
and general government buildings. The City contracts with Ramsey County for police services and
Lake Johanna Fire Department for fire services.
The City Council is required to adopt a final budget by late December for the subsequent year. The budget
is prepared by fund, function (e.g., public safety), and department (e.g., police). Transfers of appropriations
between funds require the approval of the City Council. The legal level of budgetary control is the fund
level. Budgeted amounts may be amended by the City Council.
The City’s capital improvement program (covering five years), the pavement management plan (covering
five years), and the Twin Cities Army Ammunition Plant (TCAAP) development plan, along with the
annual budget, serve as the foundation for the City’s financial planning, and the annual budget serves as
the budget control.
LOCAL ECONOMY
A number of high-profile leaders in the medical, technology, and business sectors, including
Boston Scientific, Land O’ Lakes, IntriCon, Gradient Financial, International Paper, Delkor, and
Presbyterian Homes, are located within the City. These leaders of industry provide high-paying jobs to
skilled employees, which in turn creates a strong base for economic diversity, quality housing, and an
involved citizenry.
Because of its location in a region with a varied economic base, unemployment is relatively stable. During
the past 10 years, the unemployment rate has fluctuated from a high of 7.6 percent in 2009 to the current
low of 2.7 percent. Unemployment is expected to remain at or below the regional and national average.
During the past 10 years, property taxes have remained a stable and significant source of total General Fund
and special revenue fund revenues. Intergovernmental revenues have declined over this same time period
and now make up less than 3 percent of total revenues in the General Fund and special revenue funds for
the current fiscal year.
LONG-TERM FINANCIAL PLANNING
The unassigned General Fund balance of $3,052,082 (60.3 percent of total subsequent year General Fund
expenditures budgeted) meets the 50 percent target set by the City Council for budgetary and planning
purposes. The total General Fund balance also includes $25,482 of nonspendable equity for prepaid items,
$75,835 of assigned equity for compensated absences, and $186,970 assigned equity for subsequent year’s
budget.
The City’s five-year capital improvement program and pavement management plan serve as the foundation
for the City’s long-term financial planning. To ensure the timely replacement of infrastructure, the City
prepares long-term cost projections for the replacement of all city assets. Funding needs for capital
replacements are reflected in tax levies and special assessments for capital assets, and are reflected in user
fees established for the Water, Sewer, Surface Water Management, and Recycling Funds.
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Projections for the next 10 years indicate that property tax contributions, user fees, and investment income
will need to be reevaluated to support scheduled replacements. In 2012, the City entered into a Joint Powers
Agreement with Ramsey County to form a Joint Development Authority (JDA) to acquire and develop a
portion of the Army property, formerly known as TCAAP. The county officially acquired this property
April 15, 2013 and has cleaned it to residential standards. The City completed the TCAAP Redevelopment
Code (TRC) in late 2016, which guides the land use on the site. The development details of the project are
now being negotiated by the interested parties. The status of the JDA is currently in question but any future
development on the site is expected to add to the City’s tax base and could include commercial/industrial,
residential, and civic uses. The site is approximately 430 acres.
RELEVANT FINANCIAL POLICIES
Trends of the past decade, changes in state tax law, and recent legislation indicate that the City will have a
greater reliance on property taxes as a source of financing for city operations in the future and less reliance
on intergovernmental revenues (federal and state). Changes in state tax law over the past few years have
resulted in funding changes for both schools and local governments. The elimination of the homestead and
agricultural credit aids program, and large cuts in both local government aid and the market value
homestead credit programs resulted in revenue losses to the City.
MAJOR INITIATIVES
The largest initiative on the City’s horizon is the TCAAP project, as previously mentioned. This project is
a joint effort between the City, Ramsey County, and a master developer. When completed, this project will
represent almost a 40 percent population increase to the City, as well as a significant increase to the
commercial and industrial sectors, too. The TCAAP project is expected to be a destination site for the region
and serve as a model for future developments.
ACKNOWLEDGEMENTS
The Government Finance Officers Association (GFOA) awarded a Certificate of Achievement for
Excellence in Financial Reporting to the City for its Comprehensive Annual Financial Report (CAFR) for
the fiscal year ended December 31, 2017. This is the 12th year that the City has received this prestigious
award. In order to be awarded a Certificate of Achievement, the City had to publish an easily readable and
efficiently organized CAFR that satisfied both accounting principles generally accepted in the United States
of America and applicable legal requirements.
A Certificate of Achievement is valid for a period of one year only. We believe that our current CAFR
continues to meet the Certificate of Achievement Program’s requirements and we are submitting it to the
GFOA to determine its eligibility for another certificate.
The preparation of this report would not have been possible without the efficient and dedicated service of
the entire staff of the finance department, and through the helpful guidance and assistance from our auditing
firm, MMKR. We wish to express our appreciation to all members of the department who assisted and
contributed to the preparation of this report. Credit also must be given to the mayor and City Council for
their unfailing support in maintaining the highest standards of professionalism in the management of the
City’s finances.
Respectfully submitted,
Dave Perrault
City Administrator
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Term Expires
David Grant Mayor December 31, 2022
Brenda Holden Councilmember December 31, 2020
Fran Holmes Councilmember December 31, 2022
Dave McClung Councilmember December 31, 2020
Steve Scott Councilmember December 31, 2022
Dave Perrault City Administrator
Gayle Bauman Finance Director
Julie Hanson City Clerk
Joel Jamnik City Attorney
CITY COUNCIL
APPOINTED OFFICIALS
CITY OF ARDEN HILLS
RAMSEY COUNTY, MINNESOTA
City Council and Appointed Officials
December 31, 2018
2018 City of Arden Hills Organization Chart-vi-
FINANCIAL SECTION TAB
C E R T I F I E D
A C C O U N T A N T S
P UBLIC
PRINCIPALS
Thomas A. Karnowski, CPA
Paul A. Radosevich, CPA
William J. Lauer, CPA
James H. Eichten, CPA
Aaron J. Nielsen, CPA
Victoria L. Holinka, CPA/CMA
Jaclyn M. Huegel, CPA
Malloy, Montague, Karnowski, Radosevich & Co., P.A.
5353 Wayzata Boulevard • Suite 410 • Minneapolis, MN 55416 • Phone: 952-545-0424 • Fax: 952-545-0569 • www.mmkr.com
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INDEPENDENT AUDITOR’S REPORT
To the City Council and Management
City of Arden Hills, Minnesota
REPORT ON THE FINANCIAL STATEMENTS
We have audited the accompanying financial statements of the governmental activities, the business-type
activities, each major fund, and the aggregate remaining fund information of the City of Arden Hills,
Minnesota (the City) as of and for the year ended December 31, 2018, and the related notes to the
financial statements, which collectively comprise the City’s basic financial statements as listed in the
table of contents.
MANAGEMENT’S RESPONSIBILITY FOR THE FINANCIAL STATEMENTS
Management is responsible for the preparation and fair presentation of these financial statements in
accordance with accounting principles generally accepted in the United States of America; this includes
the design, implementation, and maintenance of internal control relevant to the preparation and fair
presentation of financial statements that are free from material misstatement, whether due to fraud or
error.
AUDITOR’S RESPONSIBILITY
Our responsibility is to express opinions on these financial statements based on our audit. We conducted
our audit in accordance with auditing standards generally accepted in the United States of America and
the standards applicable to financial audits contained in Government Auditing Standards, issued by the
Comptroller General of the United States. Those standards require that we plan and perform the audit to
obtain reasonable assurance about whether the financial statements are free from material misstatement.
An audit involves performing procedures to obtain audit evidence about the amounts and disclosures in
the financial statements. The procedures selected depend on the auditor’s judgment, including the
assessment of the risks of material misstatement of the financial statements, whether due to fraud or
error. In making those risk assessments, the auditor considers internal control relevant to the City’s
preparation and fair presentation of the financial statements in order to design audit procedures that are
appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of
the City’s internal control. Accordingly, we express no such opinion. An audit also includes evaluating
the appropriateness of accounting policies used and the reasonableness of significant accounting
estimates made by management, as well as evaluating the overall presentation of the financial statements.
We believe that the audit evidence we have obtained is sufficient and appropriate to provide a basis for
our audit opinions.
(continued)
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OPINIONS
In our opinion, the financial statements referred to on the previous page present fairly, in all material
respects, the respective financial position of the governmental activities, the business-type activities, each
major fund, and the aggregate remaining fund information of the City as of December 31, 2018, and the
respective changes in financial position and, where applicable, cash flows thereof for the year then
ended, in accordance with accounting principles generally accepted in the United States of America.
OTHER MATTERS
Required Supplementary Information
Accounting principles generally accepted in the United States of America require that the management’s
discussion and analysis and the required supplementary information (RSI), as listed in the table of
contents, be presented to supplement the basic financial statements. Such information, although not a part
of the basic financial statements, is required by the Governmental Accounting Standards Board, who
considers it to be an essential part of financial reporting for placing the basic financial statements in an
appropriate operational, economic, or historical context. We have applied certain limited procedures to
the RSI in accordance with auditing standards generally accepted in the United States of America, which
consisted of inquiries of management about the methods of preparing the information and comparing the
information for consistency with management’s responses to our inquiries, the basic financial statements,
and other knowledge we obtained during our audit of the basic financial statements. We do not express
an opinion or provide any assurance on the information because the limited procedures do not provide us
with sufficient evidence to express an opinion or provide any assurance.
Other Information
Our audit was conducted for the purpose of forming opinions on the financial statements that collectively
comprise the City’s basic financial statements. The introductory section, supplemental information, and
statistical section, as listed in the table of contents, are presented for purposes of additional analysis and
are not required parts of the basic financial statements.
The supplemental information is the responsibility of management and was derived from and relates
directly to the underlying accounting and other records used to prepare the basic financial statements.
Such information has been subjected to the auditing procedures applied in the audit of the basic financial
statements and certain additional procedures, including comparing and reconciling such information
directly to the underlying accounting and other records used to prepare the basic financial statements or
to the basic financial statements themselves, and other additional procedures in accordance with auditing
standards generally accepted in the United States of America. In our opinion, the supplemental
information is fairly stated, in all material respects, in relation to the basic financial statements as a
whole.
The introductory and statistical sections have not been subjected to the auditing procedures applied in the
audit of the basic financial statements and, accordingly, we do not express an opinion or provide any
assurance on them.
(continued)
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OTHER REPORTING REQUIRED BY GOVERNMENT AUDITING STANDARDS
In accordance with Government Auditing Standards, we have also issued our report dated May 2, 2019
on our consideration of the City’s internal control over financial reporting and on our tests of its
compliance with certain provisions of laws, regulations, contracts, grant agreements, and other matters.
The purpose of that report is solely to describe the scope of our testing of internal control over financial
reporting and compliance and the results of that testing, and not to provide an opinion on the
effectiveness of the City’s internal control over financial reporting or on compliance. That report is an
integral part of an audit performed in accordance with Government Auditing Standards in considering the
City’s internal control over financial reporting and compliance.
Minneapolis, Minnesota
May 2, 2019
THIS PAGE INTENTIONALLY LEFT BLANK
CITY OF ARDEN HILLS
Management’s Discussion and Analysis
Year Ended December 31, 2018
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As the management of the City of Arden Hills, Minnesota (the City), we offer readers of the City’s
Comprehensive Annual Financial Report (CAFR) this narrative overview and analysis of the financial
activities of the City for the fiscal year ended December 31, 2018. We encourage readers to consider the
information presented here in conjunction with additional information that we have furnished in our letter
of transmittal, which is presented in the introductory section of this report.
FINANCIAL HIGHLIGHTS
• The assets and deferred outflows of resources of the City exceeded liabilities and deferred
inflows of resources at the close of the most recent fiscal year by $55,345,516 (net position). Of
this amount, $10,066,181 (unrestricted net position) may be used to meet the City’s ongoing
obligations to citizens and creditors.
• The City’s total net position increased by $3,427,437 in 2018.
• As of the close of the current fiscal year, the City’s governmental funds reported combined
ending fund balances of $7,543,820. Of this total amount, $25,696 is nonspendable and
$1,010,521 is restricted, leaving an unrestricted balance of $6,507,603.
• At the end of the current fiscal year, the General Fund has a total fund balance of $3,340,369. At
December 31, 2018, the unassigned fund balance of the General Fund was, $3,052,082 or
60.3 percent, of the subsequent year’s budgeted expenditures.
OVERVIEW OF THE FINANCIAL STATEMENTS
This discussion and analysis is intended to serve as an introduction to the City’s basic financial
statements. The City’s basic financial statements include three components: 1) government-wide financial
statements, 2) fund financial statements, and 3) notes to basic financial statements. This report also
contains other supplementary information in addition to the basic financial statements themselves.
Government-Wide Financial Statements – The government-wide financial statements are designed to
provide readers with a broad overview of the City’s finances, in a manner similar to a private sector
business.
The Statement of Net Position presents information on all of the City’s assets, liabilities, and deferred
inflows/outflows of resources, with the difference reported as net position. Over time, increases or
decreases in net position may serve as a useful indicator of whether the financial position of the City is
improving or deteriorating.
The Statement of Activities presents information showing how the City’s net position changed during the
most recent fiscal year. All changes in net position are reported as soon as the underlying event giving
rise to the change occurs, regardless of the timing of related cash flows. Thus, revenues and expenses are
reported in this statement for some items that will only result in cash flows in future fiscal periods
(e.g., uncollected taxes and earned but unused vacation leave).
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Both of the government-wide financial statements distinguish functions of the City that are principally
supported by taxes and intergovernmental revenues (governmental activities) from other functions that are
intended to recover all or a significant portion of their costs through user fees and charges (business-type
activities). The governmental activities of the City include general government, public safety, public
works, parks and recreation, and economic development. The business-type activities of the City include
water, sewer, surface water management, and recycling.
The government-wide financial statements can be found in the financial section following this report.
Fund Financial Statements – A fund is a grouping of related accounts that is used to maintain control
over resources that have been segregated for specific activities or objectives. The City, like other state and
local governments, uses fund accounting to ensure and demonstrate compliance with finance-related legal
requirements. All of the funds of the City can be divided into two categories: governmental funds and
proprietary funds.
Governmental Funds – Governmental funds are used to account for essentially the same functions
reported as governmental activities in the government-wide financial statements. However, unlike the
government-wide financial statements, governmental funds financial statements focus on near-term
inflows and outflows of spendable resources, as well as on balances of spendable resources available at
the end of the fiscal year. Such information may be useful in evaluating a City’s near-term financing
requirements.
Because the focus of governmental funds is narrower than that of the government-wide financial
statements, it is useful to compare the information presented for governmental funds with similar
information presented for governmental activities in the government-wide financial statements. By doing
so, readers may better understand the long-term impact of the government’s near-term financing
decisions. Both the governmental funds Balance Sheet and Statement of Revenues, Expenditures, and
Changes in Fund Balances provide a reconciliation to facilitate this comparison between governmental
funds and governmental activities.
The City maintains four individual major governmental funds. Information is presented separately in the
governmental funds Balance Sheet and Statement of Revenues, Expenditures, and Changes in Fund
Balances for the General; EDA Operating; Equipment, Building, and Replacement; and Permanent
Improvement Revolving Funds, which are considered to be major funds.
Data from all other governmental funds are combined into a single, aggregated presentation. Individual
fund data for each of these nonmajor governmental funds is provided in the form of combining statements
elsewhere in this report.
The City adopts an annual appropriated budget for its General Fund and special revenue funds. A
budgetary comparison schedule has been provided for these funds to demonstrate compliance with this
budget.
The basic governmental funds financial statements can be found in the financial section of this report
immediately following the government-wide financial statements.
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Proprietary Funds – The City maintains two different types of proprietary funds. Proprietary funds
provide the same type of information as the government-wide financial statements, only in more detail.
Enterprise funds are used to report the same functions presented as business-type activities in the
government-wide financial statements. The City uses enterprise funds to account for its water, sewer,
surface water management, and recycling operations. Water, sewer, and surface water management are
considered to be major funds of the City.
Internal service funds are an accounting device used to accumulate and allocate costs internally among
the City’s various functions. The City maintains internal service funds for risk management, engineering,
central garage, and technology. Because these services predominately benefit governmental rather than
business-type functions, they have been included within governmental activities in the government-wide
financial statements.
The proprietary funds financial statements can be found in the financial section of this report immediately
following the governmental funds statements.
Notes to Basic Financial Statements – The notes to basic financial statements provide additional
information that is essential to a full understanding of the data provided in the government-wide and fund
financial statements. The notes to basic financial statements can be found following the proprietary funds
statements within the financial section of this report.
Other Information – In addition to the basic financial statements and accompanying notes, the financial
section also presents required supplementary information, and the combining and individual fund
statements and schedules (presented as supplemental information) referred to earlier in connection with
nonmajor governmental funds and internal service funds, which are presented immediately following the
basic financial statements.
Further, a statistical section has been included as part of the CAFR to facilitate additional analysis, and is
the third and final section of the report.
GOVERNMENT-WIDE FINANCIAL ANALYSIS
An analysis of the City’s financial position begins with a review of the Statement of Net Position and the
Statement of Activities. These two statements report the City’s net position and changes in net position. It
should be noted that the financial position can also be affected by nonfinancial factors, including
economic conditions, population growth, and new regulations.
As noted earlier, net position may serve over time as a useful indicator of the City’s financial position. As
presented in the following condensed version of the Statement of Net Position, the City’s assets and
deferred outflows of resources exceeded liabilities and deferred inflows of resources by $55,345,516 at
December 31, 2018.
The largest portion of the City’s net position, $44,268,814, or 80.0 percent, reflects its net investment in
capital assets (e.g., land, construction in progress, buildings and structures, infrastructure and
improvements, distribution and collection systems, machinery and equipment, office furniture and
equipment, and vehicles) less any related debt used to acquire those assets that is still outstanding. The
City uses these capital assets to provide services to citizens; consequently, these assets are not available
for future spending. Although the City’s investment in its capital assets are reported net of related debt, it
should be noted that the resources needed to repay this debt must be provided from other sources; since
the capital assets themselves cannot be used to liquidate these liabilities.
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The following table provides the City’s Summary of Net Position:
2018 2017 2018 2017 2018 2017
Assets
Current and other assets 12,852,671$ 14,155,756$ 3,252,652$ 2,312,905$ 16,105,323$ 16,468,661$
Capital assets 26,972,898 22,750,377 19,867,868 16,292,000 46,840,766 39,042,377
Total assets 39,825,569$ 36,906,133$ 23,120,520$ 18,604,905$ 62,946,089$ 55,511,038$
Deferred outflows of resources
Pension plan deferments – PERA 183,899$ 311,733$ 47,339$ 129,205$ 231,238$ 440,938$
Liabilities
Long-term liabilities
outstanding 891,506$ 1,020,742$ 3,014,867$ 541,973$ 3,906,373$ 1,562,715$
Other liabilities 2,056,217 1,204,043 1,336,827 387,738 3,393,044 1,591,781
Total liabilities 2,947,723$ 2,224,785$ 4,351,694$ 929,711$ 7,299,417$ 3,154,496$
Deferred inflows of resources
Pension plan deferments – PERA 318,242$ 353,646$ 190,981$ 213,655$ 509,223$ 567,301$
State aid received for subsequent years 23,171 312,100 – – 23,171 312,100
Total deferred inflows of resources 341,413$ 665,746$ 190,981$ 213,655$ 532,394$ 879,401$
Net position
Net investment in capital assets 26,972,898$ 22,750,377$ 17,295,916$ 16,292,000$ 44,268,814$ 39,042,377$
Restricted 1,010,521 898,739 – – 1,010,521 898,739
Unrestricted 8,736,913 10,678,219 1,329,268 1,298,744 10,066,181 11,976,963
Total net position 36,720,332$ 34,327,335$ 18,625,184$ 17,590,744$ 55,345,516$ 51,918,079$
Activities Activities Total
Governmental Business-Type
Summary of Net Position
as of December 31, 2018 and 2017
Table 1
Restricted net position of $1,010,521 comprises 1.8 percent of net position at the close of the fiscal year
ended December 31, 2018. These assets are subject to external restrictions on how they may be used.
The balance of unrestricted net position, $10,066,181, or approximately 18.2 percent, may be used to
meet the City’s ongoing obligations to citizens and creditors. Certain balances within unrestricted net
position may have internally imposed commitments or limitations, which may further limit the purpose
for which such net position may be used.
At the end of the current fiscal year, the City is able to report positive balances in all three categories of
net position, both for the government as a whole, as well as for its separate governmental and
business-type activities. The same situation held true for the prior fiscal year.
Both governmental activities and business-type activities experienced changes in deferred outflows of
resources, deferred inflows of resources, and long-term liabilities as a result of the City’s participation in
a state-wide defined benefit pension plan. The business-type activities long-term liabilities increased in
the current year, due to the issuance of revenue bonds.
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The following table provides a condensed version of the Statement of Activities for the year ended
December 31, 2018 with comparative amounts for the year ended December 31, 2017:
2018 2017 2018 2017 2018 2017
Revenues
Program revenues
Charges for services 954,357$ 1,360,377$ 5,000,052$ 4,817,275$ 5,954,409$ 6,177,652$
Operating grants and contributions 840,634 2,031,474 27,429 24,655 868,063 2,056,129
Capital grants and contributions 2,494,823 448,945 735,220 92,566 3,230,043 541,511
General revenues
Property taxes 3,578,894 3,526,347 – – 3,578,894 3,526,347
Tax increment collections 351,569 295,788 – – 351,569 295,788
Franchise taxes 101,237 109,070 – – 101,237 109,070
Unrestricted investment earnings 159,316 139,347 40,371 32,754 199,687 172,101
Total revenues 8,480,830 7,911,348 5,803,072 4,967,250 14,283,902 12,878,598
Expenses
General government 1,286,845 1,322,106 – – 1,286,845 1,322,106
Public safety 2,248,540 2,158,835 – – 2,248,540 2,158,835
Public works 1,695,449 3,512,218 – – 1,695,449 3,512,218
Parks and recreation 765,843 759,737 – – 765,843 759,737
Economic development 391,156 276,841 – – 391,156 276,841
Water – – 2,147,359 2,159,874 2,147,359 2,159,874
Sewer – – 1,654,079 1,780,260 1,654,079 1,780,260
Surface water management – – 499,049 481,026 499,049 481,026
Recycling – – 168,145 147,919 168,145 147,919
Total expenses 6,387,833 8,029,737 4,468,632 4,569,079 10,856,465 12,598,816
Increase (decrease) in net position
before transfers 2,092,997 (118,389) 1,334,440 398,171 3,427,437 279,782
Transfers 300,000 230,765 (300,000) (230,765) – –
Increase in net position 2,392,997 112,376 1,034,440 167,406 3,427,437 279,782
Net position – beginning 34,327,335 34,214,959 17,590,744 17,423,338 51,918,079 51,638,297
Net position – ending 36,720,332$ 34,327,335$ 18,625,184$ 17,590,744$ 55,345,516$ 51,918,079$
Activities Activities Total
Table 2
Changes in Net Position
Years Ended December 31, 2018 and 2017
Governmental Business-Type
Governmental Activities – Current year operating results of governmental activities increased net
position by $2,392,997, compared to an increase of $112,376 in the prior year. Changes from the prior
year included the following:
• Operating grants and contributions were down, due to a one-time reimbursement from Ramsey
County for its share of a joint street project in the prior year.
• Capital grants and contributions were up, due to significant assessments in the current year for
street projects and due to contributions from Ramsey County and Bethel University for the trail
project.
• Public works spending was down in the current year, due to the contribution of capital assets to
Ramsey County in the prior year for a multi-year street project accumulated by the City as part of
the joint street project.
Business-Type Activities – Current year operating results of business-type activities increased net
position by $1,034,440, due to positive results of the utility operations of the City. The increase in capital
grants and contributions noted above is due to a grant from the state for a utility project in the current
year. Program revenues exceeded program expenses for each of the City’s business-type activities, except
recycling.
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Below are specific graphs that provide comparisons of the governmental activities revenue and expenses:
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Below are specific graphs that provide comparisons of the business-type activities revenue and expenses:
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FINANCIAL ANALYSIS OF THE GOVERNMENT’S FUNDS
As noted earlier, the City uses fund accounting to ensure and demonstrate compliance with
finance-related legal requirements.
Governmental Funds – The focus of the City’s governmental funds is to provide information on
near-term inflows, outflows, and balances of spendable resources. Such information is useful in assessing
the City’s financing requirements. In particular, unassigned fund balance may serve as a useful measure
of a government’s net resources available for spending at the end of the fiscal year.
As of the end of the current fiscal year, the City’s governmental funds reported combined ending fund
balances of $7,543,820, a decrease of $3,166,142 in comparison with the prior year. Committed, assigned,
and unassigned fund balance, which are available for spending at the government’s discretion, have a
total balance of $6,507,603 at year-end. The remainder of fund balance is nonspendable or restricted to
indicate that it is not available for new spending because it has already been obligated: 1) for tax
increment purposes ($747,898), 2) for cable TV purposes ($262,623), or 3) is not in spendable form for
prepaid items ($25,696).
The General Fund is the chief operating fund of the City. At the end of the current fiscal year, unassigned
fund balance of the General Fund was $3,052,082, while total fund balance equaled $3,340,369. As a
measure of the General Fund’s liquidity, it may be useful to compare the unassigned fund balance to
expenditures. Unassigned fund balance represents 60.3 percent of the total subsequent year General Fund
expenditures.
The City’s General Fund equity decreased by $298,948 during the current fiscal year, compared to a
$637,225 decrease approved in the final budget; this was due to favorable revenue and expenditure
variances, with several departments spending less than amounts approved in the budget mainly in
personal services and other services and charges. Conservative budgeting for less predictable sources such
as licenses and permits and charges for services contributed to the favorable revenue variance.
Fund balance in the EDA Operating Fund increased by $205,183, which compares to an anticipated fund
balance increase of $43,888. Tax increment collections and earnings on investments were $2,611 more
than expected in the final budget, while expenditures were $158,682 below appropriations.
Equity in the Equipment, Building, and Replacement Fund increased by $476,171 as revenues and other
financing sources exceeded expenditures in the current year. The General Fund, Water Fund, Sewer Fund,
and Surface Water Management Fund made transfers totaling $750,000 to this fund in the current year.
Fund balance in the Permanent Improvement Revolving Fund decreased by $3,423,480 in the current
year. Total expenditures exceeded current year revenues and transfers from the General Fund based on the
timing of street and trail projects.
Proprietary Funds – The City’s proprietary funds provide the same type of information found in the
government-wide financial statements, but in more detail.
Unrestricted net position in the respective proprietary funds includes: $988,428 for water, $190,893 for
sewer, $26,510 for surface water management, and $123,437 for recycling. Water net position increased
$659,907, sewer net position increased $110,089, surface water management net position increased
$272,566, and recycling net position decreased $8,122 during the year.
-12-
GENERAL FUND BUDGETARY HIGHLIGHTS
Total General Fund revenues were $8,052 more than estimated in the budget. Licenses and permits and
charges for services revenue exceeded budgeted levels by $201,844 and $27,103, respectively, with
development activity surpassing expected amounts. An unfavorable variance in property taxes offset the
favorable variances previously discussed. Expenditures within the General Fund were less than budget by
$330,225 spread across several functions, but most noticeably in general government, mainly in personal
services and other services and charges.
During the year, the City Council approved one budget amendment increasing transfers out by $400,000,
moving available resources to the Equipment, Building, and Replacement Fund.
CAPITAL ASSETS AND LONG-TERM LIABILITIES
Capital Assets – The City’s investment in capital assets for its governmental and business-type activities
as of December 31, 2018 amounts to $46,840,766 (net of accumulated depreciation). This investment in
capital assets includes items such as land, construction in progress, buildings and structures, infrastructure
and improvements, distribution and collection systems, machinery and equipment, office furniture and
equipment, and vehicles. The total increase in the City’s investment in capital assets for the current fiscal
year was 20.0 percent (an increase of 18.6 percent for governmental activities and an increase of
21.9 percent for business-type activities).
2018 2017 2018 2017 2018 2017
Land 2,679,818$ 2,679,818$ –$ –$ 2,679,818$ 2,679,818$
Construction in progress 5,350,261 552,481 3,328,994 324,945 8,679,255 877,426
Buildings and structures 3,404,870 3,594,986 663,234 704,778 4,068,104 4,299,764
Infrastructure and improvements 13,853,074 14,242,467 – – 13,853,074 14,242,467
Distribution and collection systems – – 15,797,304 15,173,947 15,797,304 15,173,947
Machinery and equipment 300,821 300,958 78,336 88,330 379,157 389,288
Office furniture and equipment 44,326 57,236 – – 44,326 57,236
Vehicles 1,339,728 1,322,431 – – 1,339,728 1,322,431
Total 26,972,898$ 22,750,377$ 19,867,868$ 16,292,000$ 46,840,766$ 39,042,377$
Table 3
Capital Assets
(Net of Depreciation)
Total
Business-Type
Activities
Governmental
Activities
Increases in the current year included ongoing projects for streets, related utility infrastructure, and trails,
contributing to the changes in the table above as of year-end.
Additional information on the City’s capital assets can be found in Note 3 of the notes to basic financial
statements.
-13-
Long-Term Liabilities – At the end of the current fiscal year, the City had total bonded debt outstanding
of $2,415,000, which is secured by specified revenue sources.
2018 2017 2018 2017 2018 2017
Utility revenue bonds –$ –$ 2,415,000$ –$ 2,415,000$ –$
Premium – – 156,952 – 156,952 –
Compensated absences 78,302 49,694 46,744 44,716 125,046 94,410
Net pension liability 813,204 971,048 396,171 497,257 1,209,375 1,468,305
Total 891,506$ 1,020,742$ 3,014,867$ 541,973$ 3,906,373$ 1,562,715$
Total
Governmental Business-Type
Activities Activities
Table 4
Outstanding Debt
Summary of Long-Term Debt
State statutes limit the amount of net debt a Minnesota city may issue to 3 percent of total estimated
market value.
During the current year, the City issued $2,415,000 in utility revenue bonds for various projects.
As previously discussed, the net pension liability decreased from the prior year for the change in the
City’s proportionate share of pension obligations for the Public Employees Retirement Association –
General Employees Retirement Fund state-wide pension plan.
Additional information on the City’s long-term liabilities can be found in Note 4 of the notes to basic
financial statements.
ECONOMIC FACTORS AND NEXT YEAR’S BUDGETS AND RATES
• Dramatic increases in local government aids and other state sources are not anticipated based on
legislation at the time of writing this report.
• Property tax collection rates are expected to remain strong, at or near the 2018 level.
All of these factors were considered in preparing the City’s budget for the 2019 fiscal year.
REQUESTS FOR INFORMATION
This CAFR is designed to provide a general overview of the City’s finances for all those with an interest
in the City’s finances. Questions concerning any of the information provided in this report or requests for
additional financial information should be addressed to the finance department, 1245 West Highway 96,
Arden Hills, Minnesota 55112.
BASIC FINANCIAL STATEMENTS TAB
Governmental Business-Type
Activities Activities Total
Assets
Cash and investments 9,125,229$ 1,485,884$ 10,611,113$
Accrued interest receivable 42,248 7,943 50,191
Accounts receivable 644,383 1,250,348 1,894,731
Taxes receivable 105,770 – 105,770
Special assessments receivable 2,223,284 – 2,223,284
Due from other governmental units 686,061 500,000 1,186,061
Prepaid items 25,696 75 25,771
Inventory – 8,402 8,402
Capital assets
Nondepreciable 8,030,079 3,328,994 11,359,073
Depreciable, net of accumulated depreciation 18,942,819 16,538,874 35,481,693
Total assets 39,825,569 23,120,520 62,946,089
Deferred outflows of resources
Pension plan deferments – PERA 183,899 47,339 231,238
Liabilities
Accounts payable 756,926 148,872 905,798
Salaries payable 31,399 20,323 51,722
Deposits payable 506,021 – 506,021
Due to other governmental units 660,739 1,126,730 1,787,469
Accrued interest payable – 40,902 40,902
Unearned revenue 101,132 – 101,132
Long-term liabilities
Due within one year 58,727 35,058 93,785
Due in more than one year 832,779 2,979,809 3,812,588
Total long-term liabilities 891,506 3,014,867 3,906,373
Total liabilities 2,947,723 4,351,694 7,299,417
Deferred inflows of resources
Pension plan deferments – PERA 318,242 190,981 509,223
State aid received for subsequent years 23,171 – 23,171
Total deferred inflows of resources 341,413 190,981 532,394
Net position
Net investment in capital assets 26,972,898 17,295,916 44,268,814
Restricted for
Tax increment purposes 747,898 – 747,898
Cable TV 262,623 – 262,623
Unrestricted 8,736,913 1,329,268 10,066,181
Total net position 36,720,332$ 18,625,184$ 55,345,516$
CITY OF ARDEN HILLS
Statement of Net Position
as of December 31, 2018
See notes to basic financial statements -14-
Operating Capital
Charges for Grants and Grants and
Expenses Services Contributions Contributions
Functions/programs
Primary government
Governmental activities
General government 1,286,845$ 214,833$ 70,222$ –$
Public safety 2,248,540 619,406 113,240 38,870
Public works 1,695,449 6,150 649,425 1,185,588
Parks and recreation 765,843 113,968 7,747 1,270,365
Economic development 391,156 – – –
Total governmental activities 6,387,833 954,357 840,634 2,494,823
Business-type activities
Water 2,147,359 2,256,859 1,232 620,245
Sewer 1,654,079 1,769,466 1,433 114,975
Surface water management 499,049 839,499 945 –
Recycling 168,145 134,228 23,819 –
Total business-type activities 4,468,632 5,000,052 27,429 735,220
Total primary government 10,856,465$ 5,954,409$ 868,063$ 3,230,043$
General revenues
Property taxes
Tax increment collections
Franchise taxes
Unrestricted investment earnings
Transfers
Total general revenues and transfers
Change in net position
Net position – beginning
Net position – ending
CITY OF ARDEN HILLS
Statement of Activities
Year Ended December 31, 2018
Program Revenues
See notes to basic financial statements -15-
Governmental Business-Type
Activities Activities Total
(1,001,790)$ –$ (1,001,790)$
(1,477,024) – (1,477,024)
145,714 – 145,714
626,237 – 626,237
(391,156) – (391,156)
(2,098,019) – (2,098,019)
– 730,977 730,977
– 231,795 231,795
– 341,395 341,395
– (10,098) (10,098)
– 1,294,069 1,294,069
(2,098,019) 1,294,069 (803,950)
3,578,894 – 3,578,894
351,569 – 351,569
101,237 – 101,237
159,316 40,371 199,687
300,000 (300,000) –
4,491,016 (259,629) 4,231,387
2,392,997 1,034,440 3,427,437
34,327,335 17,590,744 51,918,079
36,720,332$ 18,625,184$ 55,345,516$
Changes in Net Position
Net (Expense) Revenue and
-16-
Equipment, Permanent
EDA Building, and Improvement
General Operating Replacement Revolving
Cash and investments 3,850,270$ 506,776$ 260,735$ 2,993,824$
Accrued interest receivable 18,437 2,426 – 14,257
Accounts receivable 8,500 – – 600,000
Taxes receivable 103,456 2,042 – –
Special assessments receivable 6,086 – – 2,217,198
Interfund receivable – – – 187,450
Due from other governmental units 126,543 – – 559,518
Prepaid items 25,482 – – –
Total assets 4,138,774$ 511,244$ 260,735$ 6,572,247$
Liabilities
Accounts payable 92,817$ 363$ 43,833$ 471,062$
Salaries payable 29,042 598 – –
Deposits payable 506,021 – – –
Interfund payable – – – –
Due to other governmental units 30,515 – – 619,173
Unearned revenue 101,132 – – –
Total liabilities 759,527 961 43,833 1,090,235
Deferred inflows of resources
Unavailable revenue – taxes 32,792 2,042 – –
Unavailable revenue – special assessments 6,086 – – 2,201,864
Unavailable revenue – long-term receivable – – – 600,000
State aid received for subsequent years – – – 23,171
Total deferred inflows of resources 38,878 2,042 – 2,825,035
Fund balances (deficits)
Nonspendable 25,482 – – –
Restricted – – – –
Committed – 508,241 – –
Assigned 262,805 – 216,902 2,656,977
Unassigned 3,052,082 – – –
Total fund balances (deficits)3,340,369 508,241 216,902 2,656,977
Total liabilities, deferred inflows of
resources, and fund balances 4,138,774$ 511,244$ 260,735$ 6,572,247$
Fund balances reported above
Amounts reported for governmental activities in the Statement of Net Position are different because:
Nondepreciable
Depreciable
Due within one year
Due in more than one year
Deferred outflows of resources – pension plans
Deferred inflows of resources – pension plans
Deferred inflows of resources – unavailable revenues
Net position of governmental activities
Long-term liabilities are not payable with current financial resources and, therefore, are not reported in governmental funds (see Note 4 for more details on
components of long-term liabilities).
The recognition of certain revenues and expenses/expenditures differ between the full accrual governmental activities financial statements and the modified accrual
governmental fund financial statements.
as of December 31, 2018
Assets
CITY OF ARDEN HILLS
Balance Sheet
Governmental Funds
Capital assets used in governmental activities are not financial resources and, therefore, are not reported in the funds.
Internal service funds are used to allocate costs to individual funds. Net position is included in governmental activities in the Statement of Net Position.
See notes to basic financial statements -17-
Other Total
Governmental Intra-Activity Governmental
Funds Eliminations Funds
1,097,956$ –$ 8,709,561$
5,257 – 40,377
35,883 – 644,383
272 – 105,770
– – 2,223,284
– (187,450) –
– – 686,061
214 – 25,696
1,139,582$ (187,450)$ 12,435,132$
129,530$ –$ 737,605$
1,271 – 30,911
– – 506,021
187,450 (187,450) –
– – 649,688
– – 101,132
318,251 (187,450) 2,025,357
– – 34,834
– – 2,207,950
– – 600,000
– – 23,171
– – 2,865,955
214 – 25,696
1,010,521 – 1,010,521
– – 508,241
– – 3,136,684
(189,404) – 2,862,678
821,331 – 7,543,820
1,139,582$ (187,450)$ 12,435,132$
7,543,820$
8,030,079
18,942,819
384,212
(56,877)
(832,162)
183,899
(318,242)
2,842,784
36,720,332$
-18-
Equipment, Permanent
EDA Building, and Improvement
General Operating Replacement Revolving
Revenues
Taxes
General property taxes 3,578,628$ –$ –$ –$
Tax increments – 2,451 – –
Special assessments 5,362 – – 730,007
Licenses and permits 526,444 – – –
Intergovernmental 149,097 – – 854,588
Charges for services 427,905 – – –
Fines and forfeits 37,080 – – –
Earnings on investments 64,996 5,760 – 65,431
Franchise taxes – – – –
Antenna rental fees 57,067 – – –
Miscellaneous reimbursements 30,700 – – –
Other 5,402 – – 150,000
Total revenues 4,882,681 8,211 – 1,800,026
Expenditures
Current
General government 1,039,772 – – –
Public safety 2,088,345 – – –
Public works 579,535 – – –
Parks and recreation 653,977 – – –
Economic development – 58,755 – –
Capital outlay
General government – – – –
Public safety – – 67,301 –
Public works – – 237,289 2,679,315
Parks and recreation – – 38,397 2,744,191
Total expenditures 4,361,629 58,755 342,987 5,423,506
Revenues over (under) expenditures 521,052 (50,544) (342,987) (3,623,480)
Other financing sources (uses)
Sale of capital assets – – 69,158 –
Transfers in – 255,727 750,000 200,000
Transfers out (820,000) – – –
Total other financing sources (uses)(820,000) 255,727 819,158 200,000
Net changes in fund balances (298,948) 205,183 476,171 (3,423,480)
Fund balances (deficits) – beginning 3,639,317 303,058 (259,269) 6,080,457
Fund balances – ending 3,340,369$ 508,241$ 216,902$ 2,656,977$
Year Ended December 31, 2018
CITY OF ARDEN HILLS
Statement of Revenues, Expenditures, and Changes in Fund Balances
Governmental Funds
See notes to basic financial statements -19-
Other Total
Governmental Intra-Activity Governmental
Funds Eliminations Funds
–$ –$ 3,578,628$
349,118 – 351,569
– – 735,369
– – 526,444
– – 1,003,685
– – 427,905
– – 37,080
18,182 – 154,369
101,237 – 101,237
– – 57,067
– – 30,700
63,220 – 218,622
531,757 – 7,222,675
124,885 – 1,164,657
– – 2,088,345
– – 579,535
– – 653,977
265,793 – 324,548
13,770 – 13,770
166,000 – 233,301
– – 2,916,604
650 – 2,783,238
571,098 – 10,757,975
(39,341) – (3,535,300)
– – 69,158
50,000 (955,727) 300,000
(135,727) 955,727 –
(85,727) – 369,158
(125,068) – (3,166,142)
946,399 – 10,709,962
821,331$ –$ 7,543,820$
-20-
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Net changes in fund balances – total governmental funds (3,166,142)$
Governmental funds report capital outlays as expenditures. However,in the Statement of Activities
the cost of those assets is allocated over their estimated useful lives and reported as depreciation
expense.
Capital outlay 5,153,974
Depreciation expense (861,410)
A gain or loss on the disposal of capital assets, including the difference between the carrying value
and any related sale proceeds,is included in the change in net position. However, only the sale
proceeds are included in the change in fund balances.(70,043)
Adjustments are made between the governmental funds and the Statement of Activities for the
long-term liability activity of the net pension liability.157,844
The recognition of certain revenues and expenses/expenditures differ between the full accrual
governmental activities financial statements and the modified accrual governmental fund financial
statements.
Deferred outflows of resources – pension plans (127,834)
Deferred inflows of resources – pension plans 35,404
Deferred inflows of resources – unavailable revenues 1,247,573
Internal service funds are used to allocate costs to individual funds. The net revenue of the Internal
Service Fund is reported with governmental activities in the government-wide financial statements.51,143
Some expenses reported in the Statement of Activities do not require the use of current financial
resources and, therefore, are not reported as expenditures in governmental funds.
Compensated absences (27,512)
Change in net position of governmental activities 2,392,997$
Amounts reported for governmental activities in the Statement of Activities are different because:
CITY OF ARDEN HILLS
Reconciliation of the Statement of
Revenues, Expenditures, and Changes in Fund Balances
to the Statement of Activities
Governmental Funds
Year Ended December 31, 2018
See notes to basic financial statements -21-
Surface Internal
Water Nonmajor Service
Water Sewer Management Recycling Totals Funds
Assets
Current assets
Cash and investments 1,310,726$ 32,334$ –$ 142,824$ 1,485,884$ 415,668$
Accrued interest receivable 7,055 204 – 684 7,943 1,871
Accounts receivable
Customers 500,165 467,232 216,339 6 1,183,742 –
Customer accounts certified to county 26,215 30,449 6,783 3,159 66,606 –
Interfund receivable 26,268 – – – 26,268 –
Due from other governmental units 500,000 – – – 500,000 –
Prepaid items 25 25 25 – 75 –
Inventory 8,402 – – – 8,402 –
Total current assets 2,378,856 530,244 223,147 146,673 3,278,920 417,539
Noncurrent assets
Capital assets
Buildings and structures 818,476 16,564 – – 835,040 –
Distribution and collection systems 10,477,385 9,649,493 4,258,519 – 24,385,397 –
Machinery and equipment 315,065 490,962 745 – 806,772 –
Office furniture and equipment 5,216 3,199 – – 8,415 –
Construction in progress 2,241,881 181,810 905,303 – 3,328,994 –
Total capital assets 13,858,023 10,342,028 5,164,567 – 29,364,618 –
Less accumulated depreciation (4,441,644) (4,311,598) (743,508) – (9,496,750) –
Total capital assets
(net of accumulated depreciation)9,416,379 6,030,430 4,421,059 – 19,867,868 –
Total assets 11,795,235 6,560,674 4,644,206 146,673 23,146,788 417,539
Deferred outflows of resources
Pension plan deferments – PERA 16,104 17,811 13,424 – 47,339 –
Liabilities
Current liabilities
Accounts payable 51,614 77,329 9,060 10,869 148,872 19,321
Salaries payable 6,806 8,091 4,819 607 20,323 488
Interfund payable – – 26,268 – 26,268 –
Due to other governmental units 1,096,275 20,253 179 10,023 1,126,730 11,051
Accrued interest payable 35,396 5,506 – – 40,902 –
Compensated absences payable 11,630 13,121 9,004 1,303 35,058 1,850
Total current liabilities 1,201,721 124,300 49,330 22,802 1,398,153 32,710
Noncurrent liabilities
Bonds payable 2,225,773 346,179 – – 2,571,952 –
Compensated absences payable 3,877 4,374 3,001 434 11,686 617
Net pension liability 135,618 153,748 106,805 – 396,171 –
Total noncurrent liabilities 2,365,268 504,301 109,806 434 2,979,809 617
Total liabilities 3,566,989 628,601 159,136 23,236 4,377,962 33,327
Deferred inflows of resources
Pension plan deferments – PERA 65,316 74,740 50,925 – 190,981 –
Net position
Net investment in capital assets 7,190,606 5,684,251 4,421,059 – 17,295,916 –
Unrestricted 988,428 190,893 26,510 123,437 1,329,268 384,212
Total net position 8,179,034$ 5,875,144$ 4,447,569$ 123,437$ 18,625,184$ 384,212$
Business-Type Activities – Enterprise Funds
CITY OF ARDEN HILLS
Statement of Net Position
Proprietary Funds
as of December 31, 2018
See notes to basic financial statements -22-
Surface Internal
Water Nonmajor Service
Water Sewer Management Recycling Totals Funds
Operating revenues
Charges for services 2,244,311$ 1,764,675$ 838,927$ 124,687$ 4,972,600$ 771,728$
Permit fees 2,773 1,650 – – 4,423 –
Miscellaneous 9,775 3,141 572 9,541 23,029 2,619
Total operating revenues 2,256,859 1,769,466 839,499 134,228 5,000,052 774,347
Operating expenses
Personal services 283,110 330,239 200,427 25,340 839,116 72,608
Supplies and maintenance 50,433 16,197 6,820 – 73,450 151,808
Other services and charges 386,035 202,897 113,190 18,444 720,566 129,805
Rent 27,415 26,551 11,800 – 65,766 –
Insurance 22,710 22,710 22,710 – 68,130 –
Utilities 14,180 18,490 – – 32,670 –
Purchased services 76,748 55,631 35,935 8,669 176,983 373,930
Purchased water 952,141 – – – 952,141 –
Recycling charges – – – 115,692 115,692 –
Sewer charges – 794,313 – – 794,313 –
Depreciation 260,017 175,456 108,167 – 543,640 –
Total operating expenses 2,072,789 1,642,484 499,049 168,145 4,382,467 728,151
Operating income (loss)184,070 126,982 340,450 (33,917) 617,585 46,196
Nonoperating revenues (expenses)
Intergovernmental revenue 1,232 1,433 945 23,819 27,429 –
Earnings on investments 28,930 4,294 5,171 1,976 40,371 4,947
Interest and fiscal charges (74,570) (11,595)– – (86,165) –
Total nonoperating
revenues (expenses)(44,408) (5,868) 6,116 25,795 (18,365) 4,947
Income (loss) before
contributions and transfers 139,662 121,114 346,566 (8,122) 599,220 51,143
Capital contributions 500,000 – – – 500,000 –
Capital contributions – connection fees 120,245 114,975 – – 235,220 –
Transfers out (100,000) (126,000) (74,000) – (300,000) –
Change in net position 659,907 110,089 272,566 (8,122) 1,034,440 51,143
Net position
Beginning of year 7,519,127 5,765,055 4,175,003 131,559 17,590,744 333,069
End of year 8,179,034$ 5,875,144$ 4,447,569$ 123,437$ 18,625,184$ 384,212$
Business-Type Activities – Enterprise Funds
CITY OF ARDEN HILLS
Statement of Revenues, Expenses, and Changes in Net Position
Proprietary Funds
Year Ended December 31, 2018
See notes to basic financial statements -23-
Surface Internal
Water Nonmajor Service
Water Sewer Management Recycling Totals Funds
Cash flows from operating activities
Receipts from customers and users 2,220,238$ 1,759,607$ 841,295$ 134,677$ 4,955,817$ 774,347$
Payments to suppliers (1,202,533) (1,021,872) (150,577) (133,892) (2,508,874) (697,563)
Payments to employees (294,054) (343,304) (209,638) (24,291) (871,287) (71,256)
Payments for interfund services used (56,565) (58,235) (38,429) (4,165) (157,394) –
Net cash flows from operating activities 667,086 336,196 442,651 (27,671) 1,418,262 5,528
Cash flows from noncapital financing activities
Grants received 1,232 1,433 945 23,819 27,429 –
Cash paid to other funds (26,268) (291,870) – – (318,138) (15,992)
Cash received from other funds – – 26,268 – 26,268 –
Transfers out (100,000) (126,000) (74,000) – (300,000) –
Net cash flows from noncapital
financing activities (125,036) (416,437) (46,787) 23,819 (564,441) (15,992)
Cash flows from capital and related
financing activities
Acquisition and construction of capital assets (2,387,967) (346,580) (816,153) – (3,550,700) –
Capital contributions – connection fees received 120,245 114,975 – – 235,220 –
Proceeds from issuance of revenue bonds 2,231,889 347,133 – – 2,579,022 –
Interest paid (45,290) (7,043) – – (52,333) –
Net cash flows from noncapital
financing activities (81,123) 108,485 (816,153) – (788,791) –
Cash flows from investing activities
Earnings on investments 26,564 4,090 7,811 2,004 40,469 4,672
Net change in cash and cash equivalents 487,491 32,334 (412,478) (1,848) 105,499 (5,792)
Cash and cash equivalents – beginning 823,235 – 412,478 144,672 1,380,385 421,460
Cash and cash equivalents – ending 1,310,726$ 32,334$ –$ 142,824$ 1,485,884$ 415,668$
Reconciliation of operating income (loss) to net
cash flows from operating activities
Operating income (loss)184,070$ 126,982$ 340,450$ (33,917)$ 617,585$ 46,196$
Adjustments to reconcile operating income (loss)
to net cash flows from operating activities
Depreciation 260,017 175,456 108,167 – 543,640 –
Decrease (increase) in customer receivables (36,621) (9,859) 1,796 449 (44,235) –
Decrease (increase) in prepaid items 290 290 290 – 870 23
Decrease (increase) in inventory 889 – – – 889 –
Decrease (increase) in deferred outflows 27,953 32,503 21,410 – 81,866 –
Increase (decrease) in accounts payable 26,751 38,599 980 3,759 70,089 (16,946)
Increase (decrease) in salaries payable 2,739 2,841 1,866 249 7,695 256
Increase (decrease) in due to other governments 242,634 17,793 179 989 261,595 (25,097)
Increase (decrease) in net pension liability (34,515) (40,134) (26,437) – (101,086) –
Increase (decrease) in compensated absences
payable 621 727 (120) 800 2,028 1,096
Increase (decrease) in deferred inflows (7,742) (9,002) (5,930) – (22,674) –
Total adjustments 483,016 209,214 102,201 6,246 800,677 (40,668)
Net cash flows from operating activities 667,086$ 336,196$ 442,651$ (27,671)$ 1,418,262$ 5,528$
Noncash investing, capital, and financing activities
Capital asset purchased on account 568,808$ –$ –$ –$ 568,808$ –$
Due from other governmental units –
Contribution 500,000$ –$ –$ –$ 500,000$ –$
Amortization of bond premium (discount)6,116$ 954$ –$ –$ 7,070$ –$
Business-Type Activities – Enterprise Funds
CITY OF ARDEN HILLS
Statement of Cash Flows
Proprietary Funds
Year Ended December 31, 2018
See notes to basic financial statements -24-
CITY OF ARDEN HILLS
Notes to Basic Financial Statements
December 31, 2018
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NOTE 1 – SIGNIFICANT ACCOUNTING POLICIES
A. Organization
The City of Arden Hills, Minnesota (the City) was incorporated in 1951 and operates under the “Optional
Plan A” form of government as defined in Minnesota Statutes. Under this plan, the government of the
City is directed by a council composed of an elected mayor and four elected councilmembers. The City
Council exercises legislative authority and determines all matters of policy. The City Council appoints
personnel responsible for the proper administration of all affairs relating to the City.
The City provides the following municipal services: public safety (police, fire, civil defense, protective
inspections, and animal control), highways and streets, sanitation and health, parks and recreation, public
improvements, community development, and general administrative services.
The accounting policies of the City conform to accounting principles generally accepted in the United
States of America as applicable to governmental units. The Governmental Accounting Standards Board
(GASB) is the accepted standard-setting body for establishing governmental accounting and financial
reporting principles.
B. Reporting Entity
As required by accounting principles generally accepted in the United States of America, these financial
statements include the City (the primary government) and its component unit. Component units are
legally separate entities for which the primary government is financially accountable, or for which the
exclusion of the component unit would render the financial statements of the primary government
misleading. The criteria used to determine if the primary government is financially accountable for a
component unit includes whether or not the primary government appoints the voting majority of the
potential component unit’s board, is able to impose its will on the potential component unit, is in a
relationship of financial benefit or burden with the potential component unit, or is fiscally depended upon
by the potential component unit.
Blended component units, although legally separate entities, are, in substance, part of the City’s
operations; therefore, data from these units are combined with data of the City. The City’s blended
component unit has a December 31 year-end. The City has the following component unit:
Arden Hills Economic Development Authority (EDA) – The EDA of the City was created
pursuant to Minnesota Statutes § 469.090–469.108 to carryout economic and industrial development
and redevelopment consistent with policies established by the City Council. It is composed of the
members of the City Council and the City has operational responsibility for the component unit. The
EDA’s activities are blended and reported in separate special revenue funds. Separate financial
statements are not issued for this component unit.
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NOTE 1 – SIGNIFICANT ACCOUNTING POLICIES (CONTINUED)
C. Government-Wide Financial Statement Presentation
The government-wide financial statements (Statement of Net Position and Statement of Activities)
display information about the reporting government as a whole. These statements include all of the
financial activities of the City. Governmental activities, which are normally supported by taxes and
intergovernmental revenues, are reported separately from business-type activities, which significantly
rely upon sales, fees, and charges for support.
The Statement of Activities demonstrates the degree to which the direct expenses of a given function or
segment are offset by program revenues. Direct expenses are those that are clearly identifiable with a
specific function or segment. Program revenues include: 1) charges to customers or applicants who
purchase, use, or directly benefit from goods, services, or privileges provided by a given function or
segment, 2) operating grants and contributions, and 3) capital grants and contributions, including special
assessments that are restricted to meeting the operational or capital requirements of a particular function
or segment. Taxes and other internally directed revenues are reported as general revenues.
The government-wide financial statements are reported using the economic resources measurement focus
and the accrual basis of accounting. Revenues are recorded when earned and expenses are recorded when
a liability is incurred, regardless of the timing of related cash flows. Property taxes and special
assessments are recognized as revenues in the fiscal year for which they are certified for levy. Grants and
similar items are recognized when all eligibility requirements imposed by the provider have been met.
As a general rule, the effect of interfund activity has been eliminated from the government-wide financial
statements. However, charges between the City’s enterprise funds and other functions are not eliminated,
as that would distort the direct costs and program revenues reported in those functions. Depreciation
expense is included in the direct expenses of each function. Interest on long-term debt is considered an
indirect expense and is reported separately on the Statement of Activities.
D. Fund Financial Statement Presentation
Separate fund financial statements are provided for governmental and proprietary funds. Major individual
governmental and enterprise funds are reported as separate columns in the fund financial statements.
Aggregated information for the remaining nonmajor governmental funds is reported in a single column in
the fund financial statements.
Governmental fund financial statements are reported using the current financial resources measurement
focus and the modified accrual basis of accounting. Under this basis of accounting, transactions are
recorded in the following manner:
1. Revenue Recognition – Revenue is recognized when it becomes measurable and available.
“Measurable” means the amount of the transaction can be determined and “available” means
collectible within the current period or soon enough thereafter to be used to pay liabilities of the
current period. For this purpose, the City considers revenues to be available if they are collected
within 60 days after year-end. Only the portion of special assessments receivable due within the
current fiscal period is considered to be susceptible to accrual as revenue of the current period.
Grants and similar items are recognized when all eligibility requirements imposed by the
provider have been met. Proceeds of long-term debt and acquisitions under capital leases, when
applicable, are reported as other financing sources.
Major revenue that is susceptible to accrual includes property taxes, special assessments,
intergovernmental revenue, charges for services, and interest earned on investments. Major
revenue that is not susceptible to accrual includes licenses and permits, fees, and miscellaneous
revenue. Such revenue is recorded only when received because it is not measurable until
collected.
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NOTE 1 – SIGNIFICANT ACCOUNTING POLICIES (CONTINUED)
2. Recording of Expenditures – Expenditures are generally recorded when a liability is incurred,
except for principal and interest on long-term debt and other long-term obligations, which are
recognized as expenditures to the extent they have matured. Capital asset acquisitions are
reported as capital outlay expenditures in the governmental funds.
Proprietary fund financial statements are reported using the economic resources measurement focus and
accrual basis of accounting, similar to the government-wide financial statements. Proprietary funds
distinguish operating revenues and expenses from nonoperating items. Operating revenues and expenses
generally result from providing services and producing and delivering goods in connection with a
proprietary fund’s principal ongoing operations. The principal operating revenues of the City’s enterprise
funds and internal service funds are charges to customers for sales and services. The operating expenses
for the enterprise funds and internal service funds include the cost of sales and services, administrative
expenses, and depreciation on capital assets. All revenues and expenses that do not meet this definition
are reported as nonoperating revenues and expenses.
Aggregated information for the internal service funds is reported in a single column in the proprietary
fund financial statements. Because the principal user of the internal services is the City’s governmental
activities, the financial statements of the internal service funds are consolidated into the governmental
column when presented in the government-wide financial statements. The cost of these services is
reported in the appropriate functional activity.
Description of Funds
The City reports the following major governmental funds:
General Fund – The General Fund is the City’s primary operating fund. It accounts for all financial
resources of the general government, except those required to be accounted for in another fund.
EDA Operating Fund – The EDA Operating Fund (special revenue fund) accounts for revenue
sources, including tax increments and other sources, that are legally restricted or committed to
expenditures for specified purposes (not including major capital projects).
Equipment, Building, and Replacement Fund – The Equipment, Building, and Replacement Fund
(capital project fund) was established for resources designated to be used for the purchase of capital
equipment and building repairs.
Permanent Improvement Revolving Fund – The Permanent Improvement Revolving Fund (capital
project fund) accounts for the acquisition of capital assets or construction for major capital projects
not being financed by proprietary funds.
The City reports the following major proprietary funds:
Water Fund – The Water Fund accounts for the water service charges, which are used to finance the
water system operations.
Sewer Fund – The Sewer Fund accounts for the sewer service charges, which are used to finance the
sanitary sewer system operations.
Surface Water Management Fund – The Surface Water Management Fund accounts for the
surface water charges, which are used to finance the surface water system operations.
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NOTE 1 – SIGNIFICANT ACCOUNTING POLICIES (CONTINUED)
The City reports the following nonmajor proprietary fund:
Recycling Fund – The Recycling Fund accounts for the recycling service charges, which are used to
finance the City’s recycling operations.
Additionally, the City reports the following fund type:
Internal Service Funds – The internal service funds account for the financing of goods or services
provided by one department or agency to other departments or agencies of the City, or to other
governments on a cost reimbursement basis. The City’s internal service funds account for risk
management, engineering, central garage, and technology services.
E. Budgets and Budgetary Accounting
Budgets are legally adopted on a basis consistent with accounting principles generally accepted in the
United States of America. Annual appropriated budgets are legally adopted for the General Fund and all
special revenue funds. Budgeted expenditure appropriations lapse at year-end, but may be adopted in the
subsequent year.
The City follows these procedures in establishing the budgetary data reflected in the financial statements:
1. The city administrator submits to the City Council a proposed operating budget for the fiscal year
commencing the following January 1. The operating budget includes proposed expenditures and
the means of financing them.
2. Public hearings are conducted to obtain taxpayer comments.
3. The budget is legally enacted through passage of a resolution. The appropriated budget is
prepared by fund, function, and department. The City’s department heads, with the approval of
the city administrator, may make transfers of appropriations within a department. Transfers of
appropriations between funds require the approval of the City Council. The legal level of
budgetary control is the fund level. Budgeted amounts are as amended by the City Council.
4. The city administrator is authorized to transfer appropriations within any fund budget.
Adjustments to appropriations between funds, and budget additions and deletions must be
authorized by the City Council.
5. Formal budgetary integration is employed as a management control device during the year for the
General Fund and special revenue funds.
6. Legal debt obligation indentures determine the appropriation level and debt service tax levies for
the Debt Service Fund (if necessary). Supplementary budgets are adopted for the proprietary
funds to determine and calculate user charges. These debt service and budget amounts represent
general obligation bond indenture provisions and net income for operation and capital
maintenance, and are not reflected in the financial statements.
7. A capital improvement program is reviewed annually by the City Council for the capital project
funds. However, appropriations for major projects are not adopted until the actual bid award of
the improvement. The appropriations are not reflected in the financial statements.
For the year ended December 31, 2018, actual expenditures exceeded budgeted expenditures in the EDA
Revolving Fund and EDA TIF District No. 4 Fund by $34,208 and $90,559, respectively. These
variances were financed by revenues in excess of budget and available fund balance.
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NOTE 1 – SIGNIFICANT ACCOUNTING POLICIES (CONTINUED)
F. Cash and Investments
Cash and investments include balances that are combined and invested to the extent available in various
securities as authorized by state law. Allocations of pooled investment earnings to the respective funds is
based on participation by each fund.
For purposes of the Statement of Cash Flows, the City considers all highly liquid debt instruments with
an original maturity from the time of purchase by the City of three months or less to be cash equivalents.
The proprietary funds’ portion in the government-wide cash and investment management pool is
considered to be cash equivalent.
The City generally reports investments at fair value. The Minnesota Municipal Money Market (4M) Fund
is an external investment pool regulated by Minnesota Statutes that is not registered with the Securities
and Exchange Commission (SEC), but follows the same regulatory rules of the SEC. The fair value of the
position in the pool is the same as the value of the pool shares, which is based on an amortized cost
method that approximates fair value. The 4M Fund is sponsored by the League of Minnesota Cities. For
this investment pool, there are no unfunded commitments, redemption frequency is daily, and there is no
redemption notice required for the Liquid Class; the redemption notice period is 14 days for the Plus
Class.
The City categorizes its fair value measurements within the fair value hierarchy established by
accounting principles generally accepted in the United States of America. The hierarchy is based on the
valuation inputs used to measure the fair value of the asset. Level 1 inputs are quoted prices in active
markets for identical assets; Level 2 inputs are significant other observable inputs; and Level 3 inputs are
significant unobservable inputs.
Debt securities classified in Level 2 of the fair value hierarchy are valued using a matrix pricing
technique. Matrix pricing is used to value securities based on the securities’ relationship to benchmark
quoted prices.
See Note 2 for the City’s recurring fair value measurements as of year-end.
G. Interfund Receivables and Payables
During the course of operations, numerous transactions occur between individual funds for goods
provided or services rendered. Short-term interfund loans are classified as “interfund
receivables/payables.” All short-term interfund receivables and payables at year-end are planned to be
eliminated in the subsequent year. Long-term interfund loans are classified as “advances
receivable/payable.” Any residual balances outstanding between the governmental activities and
business-type activities are reported in the government-wide financial statements as “internal balances.”
H. Receivables
Property taxes and special assessments receivable have been reported net of estimated uncollectible
accounts (see Note 1 I. and J.). Because utility bills are considered liens on property, no estimated
uncollectible amounts are established. Uncollectible amounts are not material for other receivables and
have not been reported. The only receivables not expected to be collected within one year are property
taxes and special assessments receivable.
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NOTE 1 – SIGNIFICANT ACCOUNTING POLICIES (CONTINUED)
I. Property Taxes
Property tax levies are set by the City Council in December of each year, and are certified to Ramsey
County for collection in the following year. In Minnesota, counties act as collection agents for all
property taxes. The county spreads the levies over all taxable property. Such taxes become a lien on
January 1 and are recorded as receivables by the City on that date. Real property taxes may be paid by
taxpayers in two equal installments on May 15 and October 15. Personal property taxes are due in full on
May 15. The county provides tax settlements to cities and other taxing districts three times a year: in
July, December, and January.
Property taxes are recognized as revenue in the year levied in the government-wide financial statements
and proprietary fund financial statements. In the governmental fund financial statements, taxes are
recognized as revenue when received in cash or within 60 days after year-end. Taxes which remain
unpaid on December 31 are classified as delinquent taxes receivable, and are offset by a deferred inflow
of resources in the governmental fund financial statements.
J. Special Assessments
Special assessments primarily represent the financing for public improvements paid for by benefiting
property owners. As previously mentioned under receivables, the City is also generally able to certify
delinquent amounts to the county for collection as special assessments. Special assessments are recorded
as receivables upon certification to the county. Special assessments are recognized as revenue in the year
levied in the government-wide financial statements and proprietary fund financial statements. In the
governmental fund financial statements, special assessments are recognized as revenue when received in
cash or within 60 days after year-end. Governmental fund special assessments receivable which remain
unpaid on December 31 are offset by a deferred inflow of resources in the governmental fund financial
statements.
K. Inventories
The original cost of materials and supplies has been recorded as expenses/expenditures at the time of
purchase for both the governmental and proprietary funds with the exception of water meters in the
Water Fund. These funds do not maintain material amounts of materials and supplies. The water meter
inventory in the Water Fund is stated at the lower of cost or market on the first-in, first-out method.
L. Prepaid Items
Certain payments to vendors reflect costs applicable to future accounting periods and are recorded as
prepaid items in both government-wide and fund financial statements. Prepaid items are reported using
the consumption method and recorded as expenses/expenditures at the time of consumption.
M. Capital Assets
Capital assets, which include property, plant, equipment, and infrastructure assets (e.g., roads, bridges,
sidewalks, and similar items) are reported in the applicable governmental or business-type activities
columns in the government-wide financial statements. Such assets are capitalized at historical cost, or
estimated historical cost for assets where actual historical cost is not available. Donated assets are
recorded as capital assets at their estimated acquisition value on the date of donation. The City defines
capital assets with an initial, individual cost of more than $5,000 and an estimated useful life in excess of
one year. The costs of normal maintenance and repairs that do not add to the value of the asset or
materially extend assets lives are not capitalized.
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NOTE 1 – SIGNIFICANT ACCOUNTING POLICIES (CONTINUED)
In the case of the initial capitalization of general infrastructure assets (i.e., those reported by
governmental activities), the City chose to include items dating back to June 30, 1980. These assets are
reported at historical cost. The City estimated historical cost for the initial reporting of these assets
through back trending (estimating the current replacement cost and utilizing an appropriate price-level
index to deflate the cost to the acquisition year). As the City constructs or acquires additional
infrastructure assets each period, they will be capitalized and reported at historical cost.
Capital assets are recorded in the government-wide and proprietary fund financial statements, but are not
reported in the governmental fund financial statements. Interest incurred during the construction phase of
capital assets of business-type activities is included as part of the capitalized value of the assets
constructed. For the year ended December 31, 2018, no interest was capitalized in connection with
construction in progress.
Property, plant, and equipment of the City is depreciated using the straight-line method over the
following estimated useful lives:
Buildings and structures 7–40 years
Infrastructure and improvements 15–50 years
Distribution and collection systems 15–50 years
Machinery and equipment 5–15 years
Office furniture and equipment 5–10 years
Vehicles 7–20 years
Land and construction in progress are not depreciated.
N. Compensated Absences
It is the City’s policy to permit employees to accumulate earned, but unused annual leave and sick pay
benefits called personal time off (PTO). All PTO is accrued when incurred in the government-wide and
proprietary fund financial statements. PTO is payable when used or upon termination of employment. A
liability for these amounts is reported in the governmental funds only if they have matured, for example,
as a result of employee resignations and retirements. A liability is recognized for that portion of
accumulated PTO benefits that is vested as severance pay. PTO is payable when used and, in some cases,
upon termination of employment. For regular employees, PTO is payable upon retirement or involuntary
termination up to the amount accrued, not to exceed 240 hours, who have served at least 12 consecutive
months prior to separation, and have given the City at least two weeks’ notice prior to the effective date
of such separation. The recorded portion of PTO (compensated absences) represents the estimated
amount expected, based on previous years’ history and those eligible for retirement, to be paid at
separation.
O. Long-Term Obligations
In the government-wide and proprietary fund financial statements, long-term debt and other long-term
obligations are reported as liabilities. Bond premiums and discounts, if material, are deferred and
amortized over the life of the bonds using the straight-line method. Bond issuance costs are expensed in
the period incurred.
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NOTE 1 – SIGNIFICANT ACCOUNTING POLICIES (CONTINUED)
P. Pensions
For purposes of measuring the net pension liability, deferred outflows/inflows of resources, and pension
expense, information about the fiduciary net position of the Public Employees Retirement Association
(PERA) and additions to/deductions from the PERA’s fiduciary net position have been determined on the
same basis as they are reported by the PERA, except that the PERA’s fiscal year-end is June 30. For this
purpose, plan contributions are recognized as of employer payroll paid dates and benefit payments, and
refunds are recognized when due and payable in accordance with the benefit terms. Investments are
reported at fair value.
The PERA has a special funding situation created by a direct aid contribution made by the state of
Minnesota. The direct aid is a result of the merger of the Minneapolis Employees Retirement Fund into
the PERA on January 1, 2015.
Q. Deferred Outflows/Inflows of Resources
In addition to assets and liabilities, statements of financial position or balance sheets will sometimes
report separate sections for deferred outflows or inflows of resources. These separate financial statement
elements represent a consumption or acquisition of net position that applies to a future period and so will
not be recognized as an outflow of resources (expense/expenditure) or an inflow of financial resources
(revenue) until then.
The City reports deferred outflows and inflows of resources related to pensions in the government-wide
and enterprise funds Statement of Net Position. These deferred outflows and inflows result from
differences between expected and actual economic experience, changes in actuarial assumptions,
differences between projected and actual investment earnings, changes in proportion, and contributions
to the plan subsequent to the measurement date and before the end of the reporting period. These
amounts are deferred and amortized as required under pension standards.
Unavailable revenue, arises only under the modified accrual basis of accounting and, therefore, is
reported only in the governmental funds Balance Sheet. The governmental funds report unavailable
revenue from three sources: property taxes, special assessments, and long-term receivables. These
amounts are deferred and recognized as an inflow of resources in the period that the amounts become
available.
The City also reports deferred inflows of resources related to state aid entitlements received for
subsequent years in the government-wide and governmental funds Balance Sheet. This item is deferred
and recognized as an inflow of resources in the period that the resources are appropriated.
R. Net Position Classifications and Flow Assumptions
In the government-wide and proprietary fund financial statements, net position represents the difference
between assets, deferred outflows of resources, liabilities, and deferred inflows of resources. Net position
is displayed in three components:
• Net Investment in Capital Assets – Consists of capital assets, net of accumulated depreciation,
reduced by any outstanding debt attributable to acquire capital assets.
• Restricted Net Position – Consists of net position restricted when there are limitations imposed
on its use through external restrictions imposed by creditors, grantors, or laws or regulations of
other governments.
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NOTE 1 – SIGNIFICANT ACCOUNTING POLICIES (CONTINUED)
• Unrestricted Net Position – All other elements of net position that do not meet the definition of
“restricted” or “net investment in capital assets.”
When both restricted and unrestricted resources are available for use, it is the City’s policy to use
restricted resources first, then unrestricted resources as they are needed.
S. Fund Balance Classifications and Flow Assumptions
In the fund financial statements, governmental funds report fund balance in classific ations that disclose
constraints for which amounts in those funds can be spent. These classifications are as follows:
• Nonspendable – Consists of amounts that are not in spendable form, such as prepaid items,
inventory, and other long-term assets.
• Restricted – Consists of amounts related to externally imposed constraints established by
creditors, grantors, or contributors; or constraints imposed by state statutory provisions.
• Committed – Consists of internally imposed constraints that are established by resolution of the
City Council. Those committed amounts cannot be used for any other purpose unless the City
Council removes or changes the specified use by taking the same type of action it employed to
previously commit those amounts.
• Assigned – Consists of internally imposed constraints for amounts intended to be used by the
City for specific purposes but do not meet the criteria to be classified as restricted or committed.
In governmental funds, assigned amounts represent intended uses established by the governing
body itself or by an official to which the governing body delegates the authority. Pursuant to City
Council resolution, the finance director and/or the city administrator is authorized to establish
assignments of fund balance.
• Unassigned – The residual classification for the General Fund, which also reflects negative
residual amounts in other funds.
When both restricted and unrestricted resources are available for use, it is the City’s policy to first use
restricted resources, then use unrestricted resources as they are needed.
When committed, assigned, or unassigned resources are available for use, it is the City’s policy to use
resources in the following order: 1) committed, 2) assigned, and 3) unassigned.
T. Use of Estimates
The preparation of financial statements, in conformity with accounting principles generally accepted in
the United States of America, requires management to make estimates and assumptions that affect the
reported amounts and disclosures in the financial statements. Actual results could differ from those
estimates.
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NOTE 2 – DEPOSITS AND INVESTMENTS
A. Components of Cash and Investments
The City had the following cash and investments at year-end:
Fair Value
Measurements Less Than 1 to 5 6 to 10 Greater Than
Investment Type Rating Agency Using 1 Year Years Years 10 Years Total
Federal National Mortgage Association AA S&P Level 2 –$ –$ 98,306$ 249,305$ 347,611$
Federal Home Loan Bank AA S&P Level 2 – 369,108 – – 369,108
Federal Farm Credit Bank AA S&P Level 2 – – 254,582 – 254,582
Federal Home Loan Mortgage Corp AA S&P Level 2 – 89,486 – – 89,486
Municipal bonds AAA S&P Level 2 – 146,952 – – 146,952
Municipal bonds AA S&P Level 2 272,095 1,039,228 663,597 – 1,974,920
Municipal bonds AA Moody’s Level 2 – – 1,143,584 – 1,143,584
Municipal bonds A S&P Level 2 – 319,791 – – 319,791
Negotiable certificates of deposit N/R N/A Level 2 149,951 2,975,572 138,162 143,403 3,407,088
Investment pools/mutual funds
External investment pool – 4M Fund N/R N/A N/A 2,094,337 – – – 2,094,337
Wells Fargo Money Market Advantage AAA S&P Level 1 38,295 – – – 38,295
Total investments 2,554,678$ 4,940,137$ 2,298,231$ 392,708$ 10,185,754
Deposits 424,859
Petty cash 500
Total cash and investments 10,611,113$
N/R – Not Rated
N/A – Not Applicable
Interest Risk –
Maturity Duration in Years
Credit Risk
B. Deposits
In accordance with applicable Minnesota Statutes, the City maintains deposits at depository banks
authorized by the City Council, including checking accounts and certificates of deposit.
The following is considered the most significant risk associated with deposits:
Custodial Credit Risk – In the case of deposits, this is the risk that in the event of a failure, the
City’s deposits may be lost.
Minnesota Statutes require that all deposits be protected by federal deposit insurance, corporate
surety bond, or collateral. The fair value of collateral pledged must equal 110 percent of the deposits
not covered by federal deposit insurance or corporate surety bonds. Authorized collateral includes
treasury bills, notes, and bonds; issues of U.S. government agencies; general obligations rated “A” or
better; revenue obligations rated “AA” or better; irrevocable standard letters of credit issued by the
Federal Home Loan Bank; and certificates of deposit. Minnesota Statutes require that securities
pledged as collateral be held in safekeeping in a restricted account at the Federal Reserve Bank or in
an account at a trust department of a commercial bank or other financial institution that is not owned
or controlled by the financial institution furnishing the collateral. The City has no additional deposit
policies addressing custodial credit risk.
At year-end, the carrying amount of the City’s deposits and the bank balance was $424,859. The
entire bank balance was covered by federal deposit insurance, surety bonds, or by collateral held by
the City’s agent in the City’s name.
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NOTE 2 – DEPOSITS AND INVESTMENTS (CONTINUED)
C. Investments
Investments are subject to various risks, the following of which are considered the most significant:
Custodial Credit Risk – For investments, this is the risk that in the event of a failure of the
counterparty to an investment transaction (typically a broker-dealer), the City would not be able to
recover the value of its investments or collateral securities that are in the possession of an outside
party. The City’s investment policies do not further address this risk, but typically li mits its exposure
by purchasing insured or registered investments, or by the control of who holds the securities.
Credit Risk – This is the risk that an issuer or other counterparty to an investment will not fulfill its
obligations. Minnesota Statutes limit the City’s investments to direct obligations or obligations
guaranteed by the United States or its agencies; shares of investment companies registered under the
Federal Investment Company Act of 1940 that receive the highest credit rating, are rated in one of the
two highest rating categories by a statistical rating agency, and all of the investments have a final
maturity of 13 months or less; general obligations rated “A” or better; revenue obligations rated
“AA” or better; general obligations of the Minnesota Housing Finance Agency rated “A” or better;
bankers’ acceptances of United States banks eligible for purchase by the Federal Reserve System;
commercial paper issued by United States corporations or their Canadian subsidiaries, rated of the
highest quality category by at least two nationally recognized rating agencies, and maturing in
270 days or less; Guaranteed Investment Contracts guaranteed by a United States commercial bank,
domestic branch of a foreign bank, or a United States insurance company, and with a credit quality in
one of the top two highest categories; repurchase or reverse purchase agreements and securities
lending agreements with financial institutions qualified as a “depository” by the government entity,
with banks that are members of the Federal Reserve System with capitalization exceeding
$10,000,000; that are a primary reporting dealer in U.S. government securities to the Federal Reserve
Bank of New York; or certain Minnesota securities broker-dealers. The City’s investment policies do
not further address credit risk.
Interest Rate Risk – This is the risk of potential variability in the fair value of fixed rate investments
resulting from changes in interest rates (the longer the period for which an interest rate is fixed, the
greater the risk). The City’s investment policies do not mandate a limit on the duration of
investments.
Concentration Risk – This is the risk associated with investing a significant portion of the City’s
investment (considered 5 percent or more) in the secur ities of a single issuer, excluding United States
guaranteed investments (such as treasuries), investment pools, and mutual funds. The City’s
investment policies state that no more than 5 percent of the overall portfolio may be invested in the
securities of a single issuer, except for the securities of the United States government, or a maximum
of 25.0 percent with any individual counterparty in an external investment pool. At year-end, the
City’s investments in the City of Minneapolis, Minnesota (municipal bonds) represented 5.4 percent,
and in the City of Oshkosh, Wisconsin (municipal bonds) represented 5.8 percent.
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NOTE 3 – CAPITAL ASSETS
Capital asset activity for the year ended December 31, 2018 was as follows:
A. Governmental Activities
Beginning Completed Ending
Balance Increases Decreases Construction Balance
Primary government
Governmental activities
Capital assets, not being depreciated
Land 2,679,818$ –$ –$ –$ 2,679,818$
Construction in progress 552,481 4,797,780 – – 5,350,261
Total capital assets, not being depreciated 3,232,299 4,797,780 – – 8,030,079
Capital assets, being depreciated
Buildings and structures 6,705,962 – (14,208) – 6,691,754
Infrastructure and improvements 17,679,146 41,830 – – 17,720,976
Machinery and equipment 983,869 75,632 (88,306) – 971,195
Office furniture and equipment 153,553 – – – 153,553
Vehicles 1,989,291 238,732 (205,856) – 2,022,167
Total capital assets, being depreciated 27,511,821 356,194 (308,370) – 27,559,645
Less accumulated depreciation for
Buildings and structures 3,110,976 188,696 (12,788) – 3,286,884
Infrastructure and improvements 3,436,679 431,223 – – 3,867,902
Machinery and equipment 682,911 57,451 (69,988) – 670,374
Office furniture and equipment 96,317 12,910 – – 109,227
Vehicles 666,860 171,130 (155,551) – 682,439
Total accumulated depreciation 7,993,743 861,410 (238,327) – 8,616,826
Total capital assets being depreciated – net 19,518,078 (505,216) (70,043) – 18,942,819
Governmental activities capital assets – net 22,750,377$ 4,292,564$ (70,043)$ –$ 26,972,898$
B. Business-Type Activities
Beginning Completed Ending
Balance Increases Decreases Construction Balance
Primary government
Business-type activities
Capital assets, not being depreciated
Construction in progress 324,945$ 4,107,638$ –$ (1,103,589)$ 3,328,994$
Capital assets, being depreciated
Buildings and structures 835,040 – – – 835,040
Distribution and collection systems 23,269,938 11,870 – 1,103,589 24,385,397
Machinery and equipment 950,701 – (143,929) – 806,772
Office furniture and equipment 11,975 – (3,560) – 8,415
Vehicles 136,659 – (136,659) – –
Total capital assets, being depreciated 25,204,313 11,870 (284,148) 1,103,589 26,035,624
Less accumulated depreciation for
Buildings and structures 130,262 41,544 – – 171,806
Distribution and collection systems 8,095,991 492,102 – – 8,588,093
Machinery and equipment 862,371 9,994 (143,929) – 728,436
Office furniture and equipment 11,975 – (3,560) – 8,415
Vehicles 136,659 – (136,659) – –
Total accumulated depreciation 9,237,258 543,640 (284,148) – 9,496,750
Total capital assets, being depreciated – net 15,967,055 (531,770) – 1,103,589 16,538,874
Business-type activities capital assets – net 16,292,000$ 3,575,868$ –$ –$ 19,867,868$
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NOTE 3 – CAPITAL ASSETS (CONTINUED) C. Depreciation Expense by Function Depreciation expense was charged to the following functions:
Governmental activities
General government 133,340$
Public safety 2,964
Public works 550,768
Parks and recreation 109,793
Economic development 64,545
861,410$
Business-type activities
Water 260,017$
Sewer 175,456
Surface water management 108,167
543,640$
D. Construction Commitments At December 31, 2018, the City had the following construction project commitments:
Project Amount
Permanent Improvement Revolving Fund
Johanna Marsh Park Improvements 1,462$
Old Snelling Trail and Watermain 230,474
2018 Street Project 269,376
Old Snelling Avenue Bridge Replacement 16,349
Water Fund
Water Tower Rehabilitation 16,446
534,107$
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NOTE 4 – LONG-TERM LIABILITIES
A. Components of Long-Term Liabilities
Final
Maturity Authorized Balance –
Issue Date Date and Issued End of Year
Governmental activities
Compensated absences 78,302$
Net pension liability 813,204
Total governmental activities 891,506$
Business-type activities
General Obligation Bonds
Utility Revenue Bonds of 2018A 07/18/2018 02/01/2029 3.00–4.00 % 2,415,000$ 2,415,000$
Premium 156,952
Compensated absences 46,744
Net pension liability 396,171
Total business-type activities 3,014,867$
Total government-wide activities 3,906,373$
Interest Rate
B. Changes in Long-Term Liabilities
Beginning Ending Due Within
Balance Additions Deletions Balance One Year
Governmental activities
Compensated absences 49,694$ 98,009$ 69,401$ 78,302$ 58,727$
Net pension liability 971,048 67,757 225,601 813,204 –
Total governmental activities 1,020,742 165,766 295,002 891,506 58,727
Business-type activities
Utility revenue bonds – 2,415,000 – 2,415,000 –
Premium – 164,022 7,070 156,952 –
Total bonds – 2,579,022 7,070 2,571,952 –
Compensated absences 44,716 70,707 68,679 46,744 35,058
Net pension liability 497,257 43,393 144,479 396,171 –
Total business-type activities 541,973 2,693,122 220,228 3,014,867 35,058
Total government-wide 1,562,715$ 2,858,888$ 515,230$ 3,906,373$ 93,785$
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NOTE 4 – LONG-TERM LIABILITIES (CONTINUED)
C. Minimum Debt Payments
Minimum annual payments required to retire bonds are as follows:
Year Ending
December 31, Principal Interest
2019 –$ 94,286$
2020 200,000 87,000
2021 210,000 78,800
2022 220,000 70,200
2023 225,000 61,300
2024–2028 1,275,000 161,875
2029 285,000 4,275
2,415,000$ 557,736$
Business-Type Activities
Utility Revenue Bonds
D. Descriptions of Long-Term Liabilities
• Utility Revenue Bonds – Water and Sewer Enterprise Fund revenues will be used to repay
this debt. The liability is recorded in the applicable enterprise fund.
• Net Pension Liability – The liability represents the City’s pension benefit obligations as
further described later in these notes. The General, Special Revenue, Water, Sewer, and
Surface Water Management Funds will be used to liquidate this liability.
• Compensated Absences – This liability represents vested benefits earned by employees
through the end of the year, which will be paid or used in future periods. The General,
Special Revenue, Water, Sewer, and Surface Water Management Funds will be used to
liquidate this liability.
E. Revenue Pledged
Future revenue pledged for the payment of long-term debt is as follows:
Percent of Remaining Principal Pledged
Use of Total Term of Principal and Interest Revenue
Debt Issue Proceeds Type Debt Service Pledge and Interest Paid Received
Utility Revenue Bonds of 2018A Utility improvements Utility charges 100% 2018–2029 2,972,736$ –$ 4,261,545$
Revenue Pledged Current Year
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NOTE 5 – FUND BALANCES
A. Classifications
At December 31, 2018, a summary of the City’s governmental fund balance classifications are as
follows:
Equipment, Permanent Other
EDA Building, and Improvement Governmental
General Operating Replacement Revolving Funds Total
Nonspendable
Prepaid items 25,482$ –$ –$ –$ 214$ 25,696$
Restricted for
Tax increment purposes – – – – 747,898 747,898
Cable TV – – – – 262,623 262,623
Total restricted – – – – 1,010,521 1,010,521
Committed for
Economic development authority – 508,241 – – – 508,241
Assigned for
Compensated absences 75,835 – – – – 75,835
Subsequent year’s budget 186,970 – – – – 186,970
Capital improvements – – 216,902 2,656,977 – 2,873,879
Total assigned 262,805 – 216,902 2,656,977 – 3,136,684
Unassigned 3,052,082 – – – (189,404) 2,862,678
Total 3,340,369$ 508,241$ 216,902$ 2,656,977$ 821,331$ 7,543,820$
B. Minimum Unassigned Fund Balance Policy
The City Council has formally adopted a fund balance policy regarding the minimum unassigned fund
balance for the General Fund. The policy establishes the City will strive to maintain an unassigned
General Fund balance of 50.0 percent of the subsequent year’s General Fund budgeted expenditures. At
December 31, 2018, the unassigned fund balance of the General Fund was 60.3 percent of the subsequent
year’s budgeted expenditures.
NOTE 6 – DEFINED BENEFIT PENSION PLAN – STATE-WIDE
A. Plan Description
The City participates in the following cost-sharing, multiple-employer defined benefit pension plan
administered by the PERA of Minnesota. The PERA’s defined benefit pension plan is established and
administered in accordance with Minnesota Statutes, Chapters 353 and 356. The PERA’s defined benefit
pension plan is a tax qualified plan under Section 401(a) of the Internal Revenue Code.
General Employees Retirement Fund (GERF)
All full-time and certain part-time employees of the City are covered by the GERF. The GERF
members belong to the Coordinated Plan. Coordinated Plan members are covered by Social Security.
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NOTE 6 – DEFINED BENEFIT PENSION PLAN – STATE-WIDE (CONTINUED)
B. Benefits Provided
The PERA provides retirement, disability, and death benefits. Benefit provisions are established by state
statutes and can only be modified by the State Legislature. Vested, terminated employees who are
entitled to benefits but are not receiving them yet, are bound by the provisions in effect at the time they
last terminated their public service.
GERF Benefits
Benefits are based on a member’s highest average salary for any five successive years of allowable
service, age, and years of credit at termination of service. Two methods are used to compute benefits
for the PERA’s Coordinated Plan members. Members hired prior to July 1, 1989, receive the higher
of Method 1 or Method 2 formulas. Only Method 2 is used for members hired after June 30, 1989.
Under Method 1, the accrual rate for Coordinated Plan members is 1.2 percent of average salary for
each of the first 10 years of service, and 1.7 percent of average salary for each additional year. Under
Method 2, the accrual rate for Coordinated Plan members is 1.7 percent of average salary for all
years of service. For members hired prior to July 1, 1989, a full annuity is available when age plus
years of service equal 90, and normal retirement age is 65. For members hired on or after July 1,
1989, normal retirement age is the age for unreduced Social Security benefits capped at age 66.
Benefit increases are provided to benefit recipients each January. Increases are related to the
funding ratio of the plan. If the GERF is at least 90.0 percent funded for two consecutive years,
benefit recipients are given a 2.5 percent increase. If the plan has not exceeded 90.0 percent funded,
or has fallen below 80.0 percent, benefit recipients are given a 1.0 percent increase. A benefit
recipient who has been receiving a benefit for at least 12 full months as of June 30 will receive a
full increase. Members receiving benefits for at least one month, but less than 12 full months as of
June 30, will receive a pro rata increase.
C. Contributions
Minnesota Statutes, Chapter 353 sets the rates for employer and employee contributions. Contribution
rates can only be modified by the State Legislature.
GERF Contributions
Coordinated Plan members were required to contribute 6.50 percent of their annual covered salary in
fiscal year 2018. The City was required to contribute 7.50 percent for Coordinated Plan members.
The City’s contributions to the GERF for the year ended December 31, 2018 were $111,628. The
City’s contributions were equal to the required contributions as set by state statutes.
D. Pension Costs
GERF Pension Costs
At December 31, 2018, the City reported a liability of $1,209,375 for its proportionate share of the
GERF’s net pension liability. The net pension liability was measured as of June 30, 2018, and the
total pension liability used to calculate the net pension liability was determined by an actuarial
valuation as of that date. The City’s proportion of the net pension liability was based on the Cit y’s
contributions received by the PERA during the measurement period for employer payroll paid dates
from July 1, 2017 through June 30, 2018, relative to the total employer contributions received from
all of the PERA’s participating employers. The City’s proportionate share was 0.0218 percent at the
end of the measurement period and 0.0230 percent for the beginning of the period.
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NOTE 6 – DEFINED BENEFIT PENSION PLAN – STATE-WIDE (CONTINUED)
The City’s net pension liability reflected a reduction, due to the state of Minnesota’s contribution of
$16 million to the fund. The state of Minnesota is considered a nonemployer contributing entity and
the state’s contribution meets the definition of a special funding situation. The amount recognized by
the City as its proportionate share of the net pension liability, the direct aid, and total portion of the
net pension liability that was associated with the City were as follows:
City’s proportionate share of the net pension liability 1,209,375$
State’s proportionate share of the net pension liability
associated with the City 39,819$
For the year ended December 31, 2018, the City recognized pension expense of $4,272 for its
proportionate share of the GERF’s pension expense. In addition, the City recognized an additional
$9,245 as pension expense (and grant revenue) for its proportionate share of the state of Minnesota’s
contribution of $16 million to the GERF.
At December 31, 2018, the City reported its proportionate share of the GERF’s deferred outflows of
resources and deferred inflows of resources related to pensions from the following sources:
Deferred Deferred
Outflows Inflows
of Resources of Resources
Differences between expected and actual economic experience 33,694$ 43,200$
Changes in actuarial assumptions 141,491 141,007
Difference between projected and actual investment earnings – 96,620
Changes in proportion – 228,396
Contributions paid to the PERA subsequent to the
measurement date 56,053 –
Total 231,238$ 509,223$
Deferred outflows of resources reported $56,053 related to pensions resulting from city contributions
subsequent to the measurement date that will be recognized as a reduction of the net pension liability
in the year ending December 31, 2019. Other amounts reported as deferred outflows and deferred
inflows of resources related to pensions will be recognized in pension expense as follows:
Pension
Year Ending Expense
December 31, Amount
2019 (37,994)$
2020 (150,266)$
2021 (120,534)$
2022 (25,244)$
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NOTE 6 – DEFINED BENEFIT PENSION PLAN – STATE-WIDE (CONTINUED)
E. Actuarial Assumptions
The total pension liability in the June 30, 2018 actuarial valuation was determined using an individual
entry-age normal actuarial cost method and the following actuarial assumptions:
Inflation 2.50% per year
Active member payroll growth 3.25% per year
Investment rate of return 7.50%
Salary increases were based on a service-related table. Mortality rates for active members, retirees,
survivors, and disabilitants for all plans were based on RP-2014 tables for males and females, as
appropriate, with slight adjustments to fit the PERA’s experience. Cost of living benefit increases after
retirement for retirees are assumed to be 1.25 percent per year for the GERF.
Actuarial assumptions used in the June 30, 2018 valuation were based on the results of actuarial
experience studies. The most recent six-year experience study in the GERF was completed in 2015.
Economic assumptions were updated in 2017 based on a review of inflation and investment return
assumptions.
The following changes in actuarial assumptions occurred in 2018:
GERF
• The mortality projection scale was changed from MP-2015 to MP-2017.
• The assumed post-retirement benefit increase was changed from 1.00 percent per year through
2044, and 2.50 percent per year thereafter, to 1.25 percent per year.
The State Board of Investment, which manages the investments of the PERA, prepares an analysis of the
reasonableness on a regular basis of the long-term expected rate of return using a building-block method
in which best-estimate ranges of expected future rates of return are developed for each major asset class.
These ranges are combined to produce an expected long-term rate of return by weighting the expected
future rates of return by the target asset allocation percentages. The target allocation and best-estimates
of geometric real rates of return for each major asset class are summarized in the following table:
Asset Class
Domestic stocks 36 % 5.10 %
International stocks 17 5.30 %
Bonds 20 0.75 %
Alternative assets 25 5.90 %
Cash 2 – %
Total 100 %
Allocation
Target
Real Rate of Return
Long-Term Expected
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NOTE 6 – DEFINED BENEFIT PENSION PLAN – STATE-WIDE (CONTINUED)
F. Discount Rate
The discount rate used to measure the total pension liabi lity in 2018 was 7.50 percent. The projection of
cash flows used to determine the discount rate assumed that contributions from plan members and
employers will be made at rates set in Minnesota Statutes. Based on these assumptions, the fiduciary net
position of the GERF was projected to be available to make all projected future benefit payments of
current plan members. Therefore, the long-term expected rate of return on pension plan investments was
applied to all periods of projected benefit payments to determine the total pension liability.
G. Pension Liability Sensitivity
The following presents the City’s proportionate share of the net pension liability for all plans it
participates in, calculated using the discount rate disclosed in the preceding paragraph, as well as what
the City’s proportionate share of the net pension liability would be if it were calculated using a discount
rate 1 percentage point lower or 1 percentage point higher than the current discount rate:
1% Decrease in 1% Increase in
Discount Rate Discount Rate Discount Rate
6.50%7.50%8.50%
City’s proportionate share of the
GERF net pension liability 1,965,389$ 1,209,375$ 585,307$
H. Pension Plan Fiduciary Net Position
Detailed information about the GERF’s fiduciary net position is available in a separately issued PERA
financial report that includes financial statements and required supplementary information. That report
may be obtained on the PERA website at www.mnpera.org; by writing to the PERA at 60 Empire Drive,
Suite 200, St. Paul, Minnesota 55103; or by calling (651) 296-7460 or (800) 652-9026.
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NOTE 7 – INTERFUND RECEIVABLES, PAYABLES, AND TRANSFERS
A. Interfund Receivable and Payable
Interfund receivable and payable balances at December 31, 2018 are as follows:
Fund Receivable Payable
Governmental funds
Permanent Improvement Revolving 187,450$ –$
Nonmajor – other governmental – 187,450
Intra-activity eliminations (187,450) (187,450)
Total governmental funds – –
Proprietary funds
Enterprise funds
Water 26,268 –
Surface Water Management – 26,268
Total proprietary funds 26,268 26,268
Total all funds 26,268$ 26,268$
Interfund receivables and payables are used for temporary cash deficits. These balances will be
eliminated with park dedication fees, other reimbursements, future charges for services, grants, and other
internal fund transfers, if needed.
B. Transfers In and Transfers Out
Equipment, Permanent Nonmajor –
EDA Building, and Improvement Other
Transfers Out Operating Replacement Revolving Governmental Total
Governmental funds
General Fund 120,000$ 450,000$ 200,000$ 50,000$ 820,000$
Nonmajor – other governmental 135,727 – – – 135,727
Proprietary funds
Water – 100,000 – – 100,000
Sewer – 126,000 – – 126,000
Surface Water Management – 74,000 – – 74,000
Total 255,727$ 750,000$ 200,000$ 50,000$ 1,255,727$
Transfers In
Governmental Funds
Interfund transfers allow the City to allocate financial resources to the funds that receive benefits from
services provided by another fund. All of the City’s interfund transfers fall under that category. All of the
2018 transfers are considered routine and consistent with previous practices.
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NOTE 8 – DEFICIT FUND BALANCES/NET POSITION
The City had deficit fund balances/net position at December 31, 2018 as follows:
Amount
Governmental funds
Nonmajor – Parks 5,816$
Nonmajor – Public Safety Capital Equipment 19,456
Nonmajor – TCAAP 164,132
189,404$
These fund deficits will be eliminated with future contributions, grants, and internal fund transfers, if
needed.
NOTE 9 – TAX ABATEMENT AGREEMENTS
The City, in order to spur economic development and redevelopment will enter into private development
and redevelopment agreements to encourage a developer to construct, expand, or improve new or existing
properties and buildings or clean-up and redevelop blighted areas. These agreements may in substance be
a tax abatement, but will depend on their individual circumstances. The City currently has
two agreements that would be considered a tax abatement under GASB Statement No. 77.
In 2013, the City entered into a development agreement with Presbyterian Homes of Arden Hills, Inc. to
aid in financing certain public development costs and administrative costs of a project undertaken. For
this agreement, the City used an economic development vehicle known as tax increment financing
whereby tax increment revenue is generated on the incremental increase in value above a base value
established on the date that the tax increment district is created. The City will abate 90 percent of the
incremental taxes received through February 2019, and 75 percent of the incremental taxes received
through February 2028, through execution of a tax increment revenue note to be retired in 2028. The
outstanding principal balance as of December 31, 2018, was $688,831 and the City rebated $228,512 in
the current year.
In 2016, the City entered into an abatement agreement with Land O’Lakes, Inc. The City did not have
any collections or rebate of property tax increment in the current year.
The City is authorized to create a tax increment financing plan under Minnesota Statutes,
Chapter 469.175. The criteria that must be met under the statute are that, in the opinion of the
municipality:
• The proposed development or redevelopment would not reasonably be expected to occur solely
through private investment within the reasonably foreseeable future;
• The increased market value of the site that could reasonably be expected to occur without the use
of tax increment financing would be less than the increase in the market value estimated to result
from the proposed development after subtracting the present value of the projected tax
increments for the maximum duration of the district permitted by the plan. The requirements of
this item do not apply if the district is a housing district;
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NOTE 9 – TAX ABATEMENT AGREEMENTS (CONTINUED)
• The tax increment financing plan conforms to the general plan for the development or
redevelopment of the municipality as a whole; and
• The tax increment financing plan will afford maximum opportunity, consistent with the sound
needs of the municipality as a whole, for the development or redevelopment of the project by
private enterprise.
NOTE 10 – COMMITMENTS AND CONTINGENCIES
A. Risk Management
The City is exposed to various risks of loss related to torts: theft of, damage to, and destruction of assets;
errors and omissions; injuries to employees; and natural disasters for which the City carries insurance.
The City obtains insurance through participation in the League of Minnesota Cities Insurance Trust
(LMCIT), which is a risk-sharing pool with other governmental units. The City pays an annual premium
to the LMCIT for its workers’ compensation and property and casualty insurance. The LMCIT is
self-sustaining through member premiums and will reinsure for claims above a prescribed dollar amount
for each insurance event. There were no significant reductions in insurance from the previous year or
settled claims in excess of insurance coverage for any of the past three fiscal years.
Liabilities are reported when it is probable that a loss has occurred and the amount of the loss can be
reasonably estimated. Liabilities, if any, include an amount for claims that have been incurred, but not
reported. The City’s management is not aware of any incurred, but unreported claims.
B. Litigation
The city attorney has indicated that existing and pending lawsuits, claims, and other actions in which the
City is a defendant are either covered by insurance, of an immaterial amount, or, in the judgment of the
city attorney, remotely recoverable by plaintiffs. No loss has been recorded on the City’s financial
statements relating to these claims.
C. Federal and State Funds
Amounts recorded or receivable from federal and state agencies are subject to agency audit and
adjustment. Any disallowed claims, including amounts already collected, may constitute a liability of the
applicable funds. The amount, if any, of claims which may be disallowed by the grantor agencies cannot
be determined at this time, although the City expects such amounts, if any, to be immaterial.
D. Tax Increment Districts
The City’s tax increment districts are subject to review by the Minnesota Office of the State Auditor.
Any disallowed claims or misuse of tax increments could become a liability of the applicable fund.
Management has indicated that they are not aware of any instances of noncompliance which would have
a material effect on the financial statements.
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NOTE 10 – COMMITMENTS AND CONTINGENCIES (CONTINUED)
E. Lake Johanna Volunteer Fire Department, Inc.
The City receives fire protection under a contract with the Lake Johanna Volunteer Fire Department, Inc.
The contract calls for annual payments and expired December 31, 2018. During the current year, the City
extended this contract through December 31, 2023, with extension through December 31, 2038. The
contract cost will be based on the budget submitted by the fire department and approved by the City.
Capital costs are billed separately in addition to the contract rate. The amount expended under the
contract was $541,663 in 2018.
NOTE 11 – CONDUIT DEBT OBLIGATION
The City has issued private activity bonds to provide financial assistance to private sector entities for the
acquisition and construction of industrial and commercial facilities deemed to be in the public interest.
The bonds constitute special obligations of the City, payable solely from revenues of the projects pledged
to the payment thereof. The bonds do not constitute a debt of the City and the City has no obligation for
repayment. Accordingly, the bonds are not reported as liabilities in the City’s financi al statements. Bonds
outstanding at December 31, 2018 could not be determined; however, their original issue amounts are as
follows:
Amount
Bond Description Issued
Commercial Facilities Revenue Note, Series 2008 Office facilities 5,500,000$
Senior Housing Revenue Note, Series 2011A Senior housing 10,000,000
Senior Housing Revenue Note, Series 2012A Senior housing 10,000,000
Senior Housing Revenue Note, Series 2015A Senior housing 10,000,000
Total 35,500,000$
REQUIRED SUPPLEMENTARY INFORMATION TAB
Proportionate
Share of the
City’s Net Pension
Proportionate Liability and City’s
Share of the the City’s Proportionate Plan Fiduciary
State of Share of the Share of the Net Position
City’s City’s Minnesota’s State of Net Pension as a
PERA Fiscal Proportion Proportionate Proportionate Minnesota’s Liability as a Percentage
Year-End Date of the Net Share of the Share of the Share of the City’s Percentage of of the Total
(Measurement Pension Net Pension Net Pension Net Pension Covered Covered Pension
Date) Liability Liability Liability Liability Payroll Payroll Liability
06/30/2015 0.0283% 1,466,653$ –$ 1,466,653$ 1,662,826$ 88.20%78.20%
06/30/2016 0.0267% 2,167,909$ 28,367$ 2,196,276$ 1,669,147$ 129.88% 68.90%
06/30/2017 0.0230% 1,468,305$ 18,435$ 1,486,740$ 1,479,483$ 99.24%75.90%
06/30/2018 0.0218% 1,209,375$ 39,819$ 1,249,194$ 1,467,987$ 82.38%79.50%
Contributions Contributions
in Relation to as a
Statutorily the Statutorily Contribution Percentage
Required Required Deficiency Covered of Covered
Contributions Contributions (Excess) Payroll Payroll
129,774$ 129,774$ –$ 1,731,651$ 7.49%
115,814$ 115,814$ –$ 1,553,950$ 7.45%
106,513$ 106,513$ –$ 1,420,174$ 7.50%
111,628$ 111,628$ –$ 1,488,376$ 7.50%
Note:
Year Ended December 31, 2018
12/31/2017
The City implemented GASB Statement No.68 in fiscal 2015 (using a June 30, 2015 measurement date). This schedule is intended to present 10-year
trend information. Additional years will be added as they become available.
Year-End Date
City Fiscal
12/31/2016
12/31/2015
12/31/2018
CITY OF ARDEN HILLS
PERA – General Employees Retirement Fund
Schedule of City’s and Nonemployer Proportionate Share of Net Pension Liability
PERA – General Employees Retirement Fund
Schedule of City Contributions
Year-End Date
City Fiscal
12/31/2016
12/31/2015
Year Ended December 31, 2018
12/31/2017
12/31/2018
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Actual Variance With
Original Budget Final Budget Amounts Final Budget
Revenues
General property taxes 3,795,042$ 3,795,042$ 3,578,628$ (216,414)$
Special assessments 2,000 2,000 5,362 3,362
Licenses and permits
Business 50,700 50,700 64,932 14,232
Nonbusiness 273,900 273,900 461,512 187,612
Total licenses and permits 324,600 324,600 526,444 201,844
Intergovernmental
State
Road maintenance 88,000 88,000 98,357 10,357
PERA aid 5,179 5,179 5,179 –
Police aid 40,000 40,000 45,561 5,561
Total intergovernmental 133,179 133,179 149,097 15,918
Charges for services
General government 16,800 16,800 18,125 1,325
Public safety 113,000 113,000 179,127 66,127
Parks and recreation 122,200 122,200 113,968 (8,232)
Administrative charges 213,704 148,802 116,685 (32,117)
Total charges for services 465,704 400,802 427,905 27,103
Fines and forfeits 34,000 34,000 37,080 3,080
Earnings on investments 55,000 55,000 64,996 9,996
Antenna rental fees 120,000 120,000 57,067 (62,933)
Miscellaneous reimbursements 9,000 9,000 30,700 21,700
Other 1,006 1,006 5,402 4,396
Total revenues 4,939,531 4,874,629 4,882,681 8,052
Expenditures
Current
General government
City Council
Personal services 31,200 31,200 31,165 35
Other services and charges 36,300 36,300 30,798 5,502
Total City Council 67,500 67,500 61,963 5,537
Elections
Other services and charges 23,000 23,000 22,869 131
Administration
Personal services 194,200 194,200 182,233 11,967
Materials and supplies 500 500 297 203
Other services and charges 132,800 132,800 121,027 11,773
Total administration 327,500 327,500 303,557 23,943
CITY OF ARDEN HILLS
Required Supplementary Information
Budgetary Comparison Schedule – General Fund
Year Ended December 31, 2018
-50-(continued)
Actual Variance With
Original Budget Final Budget Amounts Final Budget
Expenditures (continued)
Current (continued)
General government (continued)
Finance
Personal services 51,000 51,000 47,233 3,767
Materials and supplies 23,100 23,100 14,413 8,687
Other services and charges 102,200 102,200 92,755 9,445
Total finance 176,300 176,300 154,401 21,899
TCAAP
Personal services 107,700 107,700 21,250 86,450
Materials and supplies 1,000 1,000 – 1,000
Other services and charges 61,300 61,300 125,111 (63,811)
Total TCAAP 170,000 170,000 146,361 23,639
Planning and zoning
Personal services 83,500 83,500 87,540 (4,040)
Materials and supplies 200 200 – 200
Other services and charges 182,550 182,550 89,374 93,176
Total planning and zoning 266,250 266,250 176,914 89,336
General government buildings
Personal services 40,500 40,500 37,357 3,143
Materials and supplies 6,000 6,000 11,683 (5,683)
Other services and charges 228,500 163,598 124,667 38,931
Total general government buildings 275,000 210,098 173,707 36,391
Total general government 1,305,550 1,240,648 1,039,772 200,876
Public safety
Police and animal control
Other services and charges 1,194,775 1,194,775 1,161,956 32,819
Dispatch
Other services and charges 65,175 65,175 65,175 –
Fire protection
Other services and charges 544,000 544,000 541,663 2,337
Emergency management
Personal services 2,726 2,726 4,423 (1,697)
Other services and charges 6,750 6,750 5,415 1,335
Total emergency management 9,476 9,476 9,838 (362)
CITY OF ARDEN HILLS
Required Supplementary Information
Budgetary Comparison Schedule – General Fund (continued)
Year Ended December 31, 2018
-51-(continued)
Actual Variance With
Original Budget Final Budget Amounts Final Budget
Expenditures (continued)
Current (continued)
Public safety (continued)
Protective inspections
Personal services 270,500 270,500 245,917 24,583
Materials and supplies 3,046 2,646 188 2,458
Other services and charges 69,200 69,600 63,608 5,992
Total protective inspections 342,746 342,746 309,713 33,033
Total public safety 2,156,172 2,156,172 2,088,345 67,827
Public works
Street maintenance
Personal services 234,200 234,200 239,081 (4,881)
Materials and supplies 25,600 25,600 59,934 (34,334)
Other services and charges 328,072 328,072 280,520 47,552
Total public works 587,872 587,872 579,535 8,337
Parks and recreation
Park maintenance
Personal services 236,200 236,200 205,200 31,000
Materials and supplies 36,100 36,100 32,928 3,172
Other services and charges 168,212 168,212 155,198 13,014
Total park maintenance 440,512 440,512 393,326 47,186
Recreation
Personal services 174,000 174,000 182,172 (8,172)
Materials and supplies 22,250 22,250 31,158 (8,908)
Other services and charges 70,400 70,400 47,321 23,079
Total recreation 266,650 266,650 260,651 5,999
Total parks and recreation 707,162 707,162 653,977 53,185
Total expenditures 4,756,756 4,691,854 4,361,629 330,225
Revenues over expenditures 182,775 182,775 521,052 338,277
Other financing sources (uses)
Transfers out (420,000) (820,000) (820,000) –
Net change in fund balance (237,225)$ (637,225)$ (298,948) 338,277$
Fund balance – beginning 3,639,317
Fund balance – ending 3,340,369$
Budgetary Comparison Schedule – General Fund (continued)
Year Ended December 31, 2018
CITY OF ARDEN HILLS
Required Supplementary Information
-52-
Actual Variance With
Original Budget Final Budget Amounts Final Budget
Revenues
Taxes – tax increments –$ –$ 2,451$ 2,451$
Earnings on investments 5,600 5,600 5,760 160
Total revenues 5,600 5,600 8,211 2,611
Expenditures
Economic development
Current
Personal services 70,550 70,550 25,690 44,860
Materials and supplies 650 650 632 18
Other services and charges 66,237 66,237 32,433 33,804
Capital outlay 80,000 80,000 – 80,000
Total expenditures 217,437 217,437 58,755 158,682
Revenues over (under) expenditures (211,837) (211,837) (50,544) 161,293
Other financing sources
Transfers in 120,000 255,725 255,727 (2)
Net change in fund balances (91,837)$ 43,888$ 205,183 161,295$
Fund balance – beginning 303,058
Fund balance – ending 508,241$
CITY OF ARDEN HILLS
Required Supplementary Information
Budgetary Comparison Schedule – EDA Operating Fund
Year Ended December 31, 2018
-53-
CITY OF ARDEN HILLS
Notes to Required Supplementary Information
December 31, 2018
-54-
NOTE 1 – LEGAL COMPLIANCE – BUDGETS
The General Fund and EDA Operating Fund budgets are legally adopted on a basis consistent with
accounting principles generally accepted in the United States of America. The legal level of budgetary
control is at the fund level for these funds. Budgeted appropriations lapse at year-end.
NOTE 2 – PERA – GENERAL EMPLOYEES RETIREMENT FUND
2018 CHANGES
CHANGES IN ACTUARIAL ASSUMPTIONS:
• The mortality projection scale was changed from MP-2015 to MP-2017.
• The assumed benefit increase was changed from 1.00 percent per year through 2044, and
2.50 percent per year thereafter, to 1.25 percent per year.
2017 CHANGES
CHANGES IN PLAN PROVISIONS:
• The state’s special funding contribution increased from $6 million to $16 million.
CHANGES IN ACTUARIAL ASSUMPTIONS:
• The Combined Service Annuity (CSA) loads were changed from 0.80 percent for active members
and 60.00 percent for vested and nonvested deferred members. The revised CSA loads are now
zero percent for active member liability, 15.00 percent for vested deferred member liability, and
3.00 percent for nonvested deferred member liability.
• The assumed post-retirement benefit increase rate was changed from 1.00 percent per year for all
years, to 1.00 percent per year through 2044, and 2.50 percent per year thereafter.
2016 CHANGES
CHANGES IN ACTUARIAL ASSUMPTIONS:
• The assumed post-retirement benefit increase rate was changed from 1.00 percent per year through
2035, and 2.50 percent per year thereafter, to 1.00 percent per year for all years.
• The assumed investment return was changed from 7.90 percent to 7.50 percent. The single discount
rate was changed from 7.90 percent to 7.50 percent.
CITY OF ARDEN HILLS
Notes to Required Supplementary Information (continued)
December 31, 2018
-55-
NOTE 2 – PERA – GENERAL EMPLOYEES RETIREMENT FUND (CONTINUED)
2016 CHANGES (CONTINUED)
CHANGES IN ACTUARIAL ASSUMPTIONS (CONTINUED):
• Other assumptions were changed pursuant to the experience study dated June 30, 2015. The assumed
future salary increases, payroll growth, and inflation were decreased by 0.25 percent to 3.25 percent
for payroll growth, and 2.50 percent for inflation.
2015 CHANGES
CHANGES IN PLAN PROVISIONS:
• On January 1, 2015, the Minneapolis Employees Retirement Fund was merged into the General
Employees Retirement Fund, which increased the total pension liability by $1.1 billion and increased
the fiduciary plan net position by $892 million. Upon consolidation, state and employer contributions
were revised.
CHANGES IN ACTUARIAL ASSUMPTIONS:
• The assumed post-retirement benefit increase rate was changed from 1.00 percent per year through
2030, and 2.50 percent per year thereafter, to 1.00 percent per year through 2035, and 2.50 percent
per year thereafter.
SUPPLEMENTAL INFORMATION TAB
NONMAJOR GOVERNMENTAL FUNDS
Special Revenue Funds – Special revenue funds are used to account for revenues derived from specific
taxes or other earmarked revenue sources. They are usually required by statute, local ordinance, and/or
resolution to finance particular functions, activities, or governments.
Capital Project Funds – Capital project funds account for financial resources to be used for the
acquisition or construction of major capital facilities (other than those financed by proprietary funds).
Total
Nonmajor
Governmental
Special Revenue Capital Project Funds
Assets
Cash and investments 1,097,956$ –$ 1,097,956$
Accrued interest receivable 5,257 – 5,257
Accounts receivable 25,274 10,609 35,883
Taxes receivable 272 – 272
Prepaid items 214 – 214
Total assets 1,128,973$ 10,609$ 1,139,582$
Liabilities
Accounts payable 116,967$ 12,563$ 129,530$
Salaries payable 1,271 – 1,271
Interfund payable – 187,450 187,450
Total liabilities 118,238 200,013 318,251
Fund balances (deficits)
Nonspendable 214 – 214
Restricted 1,010,521 – 1,010,521
Unassigned – (189,404) (189,404)
Total fund balances (deficits)1,010,735 (189,404) 821,331
Total liabilities and fund balances 1,128,973$ 10,609$ 1,139,582$
CITY OF ARDEN HILLS
Nonmajor Governmental Funds
Combining Balance Sheet
as of December 31, 2018
-56-
Total
Nonmajor
Governmental
Special Revenue Capital Project Funds
Revenues
Taxes
Tax increments 349,118$ –$ 349,118$
Earnings (charges) on investments 18,444 (262) 18,182
Franchise taxes 101,237 – 101,237
Other – 63,220 63,220
Total revenues 468,799 62,958 531,757
Expenditures
Current
General government 124,885 – 124,885
Economic development 265,793 – 265,793
Capital outlay
General government – 13,770 13,770
Public safety – 166,000 166,000
Parks and recreation – 650 650
Total expenditures 390,678 180,420 571,098
Revenues over (under) expenditures 78,121 (117,462) (39,341)
Other financing sources (uses)
Transfers in – 50,000 50,000
Transfers out (135,727) – (135,727)
Total other financing soures (uses)(135,727) 50,000 (85,727)
Net change in fund balances (57,606) (67,462) (125,068)
Fund balances (deficits) – beginning 1,068,341 (121,942) 946,399
Fund balances (deficits) – ending 1,010,735$ (189,404)$ 821,331$
CITY OF ARDEN HILLS
Nonmajor Governmental Funds
Combining Statement of Revenues, Expenditures, and Changes in Fund Balances
Year Ended December 31, 2018
-57-
THIS PAGE INTENTIONALLY LEFT BLANK
NONMAJOR SPECIAL REVENUE FUNDS
The City had the following nonmajor special revenue funds during the year:
Cable Fund – This fund was established to account for transactions associated with cable television in
the City. Revenues are franchise fees from Comcast. Expenditures include the operation of the North
Suburban Cable Commission and other costs relating to cable television activity, internet, and other
forms of communication.
EDA Revolving Fund – This fund was established to help businesses develop and grow with the
expectation to pay back the City. Once the funds are replaced, those funds are available to be loaned out
to another business.
EDA TIF District No. 3 Fund – This fund was established as a Housing District in 1993. The revenue is
derived from tax increment and expenditures are for developer reimbursements and administrative
expenses.
EDA TIF District No. 4 Fund – This fund was established as a redevelopment plan for Presbyterian
Homes of Arden Hills, Inc. in 2010. The revenue is derived from tax increment and expenditures are for
developer reimbursements and administrative expenses.
Total
EDA EDA Nonmajor
TIF TIF Special
EDA District District Revenue
Cable Revolving No. 3 No. 4 Funds
Assets
Cash and investments 240,181$ –$ 666,054$ 191,721$ 1,097,956$
Accrued interest receivable 1,150 – 3,189 918 5,257
Accounts receivable 25,274 – – – 25,274
Taxes receivable – – 272 – 272
Prepaid items 214 – – – 214
Total assets 266,819$ –$ 669,515$ 192,639$ 1,128,973$
Liabilities
Accounts payable 2,711$ –$ –$ 114,256$ 116,967$
Salaries payable 1,271 – – – 1,271
Total liabilities 3,982 – – 114,256 118,238
Fund balances
Nonspendable 214 – – – 214
Restricted 262,623 – 669,515 78,383 1,010,521
Total fund balances 262,837 – 669,515 78,383 1,010,735
Total liabilities and fund balances 266,819$ –$ 669,515$ 192,639$ 1,128,973$
CITY OF ARDEN HILLS
Nonmajor Special Revenue Funds
Combining Balance Sheet
as of December 31, 2018
-58-
Total
EDA EDA Nonmajor
TIF TIF Special
EDA District District Revenue
Cable Revolving No. 3 No. 4 Funds
Revenues
Taxes
Tax increments –$ –$ 95,215$ 253,903$ 349,118$
Earnings on investments 4,361 547 11,389 2,147 18,444
Franchise taxes 101,237 – – – 101,237
Total revenues 105,598 547 106,604 256,050 468,799
Expenditures
Current
General government 124,885 – – – 124,885
Economic development – 34,208 1,501 230,084 265,793
Total expenditures 124,885 34,208 1,501 230,084 390,678
Revenues over (under) expenditures (19,287) (33,661) 105,103 25,966 78,121
Other financing sources (uses)
Transfers out – (135,727) – – (135,727)
Net changes in fund balances (19,287) (169,388) 105,103 25,966 (57,606)
Fund balances – beginning 282,124 169,388 564,412 52,417 1,068,341
Fund balances – ending 262,837$ –$ 669,515$ 78,383$ 1,010,735$
CITY OF ARDEN HILLS
Nonmajor Special Revenue Funds
Combining Statement of Revenues, Expenditures,
Year Ended December 31, 2018
and Changes in Fund Balances
-59-
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NONMAJOR CAPITAL PROJECT FUNDS
The City had the following nonmajor capital project funds during the year:
Parks Fund – This fund was established for park/trail acquisition and development. Revenue for this
fund comes from developer park dedication fees, contributions, state grants, and investment interest.
Public Safety Capital Equipment Fund – This fund was established to account for resources
designated to be used for the City’s share of public safety equipment through contracts with the Lake
Johanna Volunteer Fire Department, Inc. and Ramsey County Sheriff’s Department.
TCAAP Fund – This fund was established to account for resources designated to be used for the City’s
share of capital costs related to the approximately 430-acre TCAAP site purchased by Ramsey County.
Total
Public Safety Nonmajor
Capital Capital
Parks Equipment TCAAP Project Funds
Assets
Accounts receivable –$ 10,609$ –$ 10,609$
Liabilities
Accounts payable –$ 6,534$ 6,029$ 12,563$
Interfund payable 5,816 23,531 158,103 187,450
Total liabilities 5,816 30,065 164,132 200,013
Fund balances (deficits)
Unassigned (5,816) (19,456) (164,132) (189,404)
Total liabilities and fund balances –$ 10,609$ –$ 10,609$
CITY OF ARDEN HILLS
Nonmajor Capital Project Funds
Combining Balance Sheet
as of December 31, 2018
-60-
Total
Public Safety Nonmajor
Capital Capital
Parks Equipment TCAAP Project Funds
Revenues
Earnings (charges) on investments –$ (262)$ –$ (262)$
Other 24,350 38,870 – 63,220
Total revenues 24,350 38,608 – 62,958
Expenditures
Capital outlay
General government – – 13,770 13,770
Public safety – 166,000 – 166,000
Parks and recreation 650 – – 650
Total expenditures 650 166,000 13,770 180,420
Revenues over (under) expenditures 23,700 (127,392) (13,770) (117,462)
Other financing sources
Transfers in – 50,000 – 50,000
Net changes in fund balances 23,700 (77,392) (13,770) (67,462)
Fund balances (deficits) – beginning (29,516) 57,936 (150,362) (121,942)
Fund balances (deficits) – ending (5,816)$ (19,456)$ (164,132)$ (189,404)$
CITY OF ARDEN HILLS
Nonmajor Capital Project Funds
Combining Statement of Revenues, Expenditures,
Year Ended December 31, 2018
and Changes in Fund Balances
-61-
Variance With
Original Budget Final Budget Actual Amounts Final Budget
Revenues
Earnings on investments 5,000$ 5,000$ 4,361$ (639)$
Franchise taxes 100,000 100,000 101,237 1,237
Total revenues 105,000 105,000 105,598 598
Expenditures
Current
General government
Personal services 58,085 58,085 59,453 (1,368)
Other services and charges 98,685 98,685 65,432 33,253
Capital outlay
General government 2,000 2,000 – 2,000
Total expenditures 158,770 158,770 124,885 33,885
Net change in fund balances (53,770)$ (53,770)$ (19,287) 34,483$
Fund balances – beginning 282,124
Fund balances – ending 262,837$
CITY OF ARDEN HILLS
Special Revenue Fund – Cable Fund
Schedule of Revenues, Expenditures, and Changes in Fund Balances
Budget and Actual
Year Ended December 31, 2018
-62-
Variance With
Original Budget Final Budget Actual Amounts Final Budget
Revenues
Earnings on investments 3,000$ 3,000$ 547$ (2,453)$
Expenditures
Current
Economic development – – 34,208 (34,208)
Revenues over (under) expenditures 3,000 3,000 (33,661) (36,661)
Other financing sources (uses)
Transfers out – (135,725) (135,727)(2)
Net change in fund balances 3,000$ (132,725)$ (169,388) (36,663)$
Fund balances – beginning 169,388
Fund balances – ending –$
CITY OF ARDEN HILLS
Special Revenue Fund – EDA Revolving Fund
Schedule of Revenues, Expenditures, and Changes in Fund Balances
Budget and Actual
Year Ended December 31, 2018
-63-
Variance With
Original Budget Final Budget Actual Amounts Final Budget
Revenues
Taxes
Tax increments 65,000$ 65,000$ 95,215$ 30,215$
Earnings on investments 7,000 7,000 11,389 4,389
Total revenues 72,000 72,000 106,604 34,604
Expenditures
Current
Economic development
Other services and charges 4,725 4,725 1,501 3,224
Net change in fund balances 67,275$ 67,275$ 105,103 37,828$
Fund balances – beginning 564,412
Fund balances – ending 669,515$
CITY OF ARDEN HILLS
Special Revenue Fund – EDA TIF District No. 3 Fund
Schedule of Revenues, Expenditures, and Changes in Fund Balances
Budget and Actual
Year Ended December 31, 2018
-64-
Variance With
Original Budget Final Budget Actual Amounts Final Budget
Revenues
Taxes
Tax increments 150,000$ 150,000$ 253,903$ 103,903$
Earnings on investments 700 700 2,147 1,447
Total revenues 150,700 150,700 256,050 105,350
Expenditures
Current
Economic development
Other services and charges 139,525 139,525 230,084 (90,559)
Net change in fund balances 11,175$ 11,175$ 25,966 14,791$
Fund balances – beginning 52,417
Fund balances – ending 78,383$
CITY OF ARDEN HILLS
Special Revenue Fund – EDA TIF District No. 4 Fund
Schedule of Revenues, Expenditures, and Changes in Fund Balances
Budget and Actual
Year Ended December 31, 2018
-65-
THIS PAGE INTENTIONALLY LEFT BLANK
INTERNAL SERVICE FUNDS
The City had the following internal service funds during the year:
Risk Management Fund – This fund was established to account for the payment of property, liability,
and workers’ compensation insurance deductibles and funds wellness activities for all departments.
Engineering Fund – This fund was established to account for the costs related to engineering services.
All costs are compiled in this fund and charged out to the departments based on usage.
Central Garage Fund – This fund was established to account for certain public works department costs
related to streets, parks, water, sanitary sewer, and surface water management. All costs are compiled in
this fund and charged out to the departments based on usage.
Technology Fund – This fund was established to account for costs related to technology. All costs are
compiled in this fund and charged out to the departments based on usage.
Total
Risk Central Internal
Management Engineering Garage Technology Service Funds
Assets
Current assets
Cash and investments 382,146$ 2,537$ 22,266$ 8,719$ 415,668$
Accrued interest receivable 1,829 – – 42 1,871
Total assets 383,975 2,537 22,266 8,761 417,539
Liabilities
Current liabilities
Accounts payable 375 1,562 14,948 2,436 19,321
Salaries payable – 143 246 99 488
Due to other governmental units – – 5,760 5,291 11,051
Compensated absences payable – 624 984 242 1,850
Total current liabilities 375 2,329 21,938 8,068 32,710
Noncurrent liabilities
Compensated absences payable – 208 328 81 617
Total liabilities 375 2,537 22,266 8,149 33,327
Net position
Unrestricted 383,600$ –$ –$ 612$ 384,212$
CITY OF ARDEN HILLS
Combining Statement of Net Position
Internal Service Funds
as of December 31, 2018
-66-
Total
Risk Central Internal
Management Engineering Garage Technology Service Funds
Operating revenues
Charges for services 115,025$ 117,118$ 306,665$ 232,920$ 771,728$
Miscellaneous 2,619 – – – 2,619
Total operating revenues 117,644 117,118 306,665 232,920 774,347
Operating expenses
Personal services 10,136 36,750 20,436 5,286 72,608
Supplies and maintenance – – 147,193 4,615 151,808
Other services and charges 13,239 525 109,489 6,552 129,805
Purchased services 114,422 72,752 2,649 184,107 373,930
Total operating expenses 137,797 110,027 279,767 200,560 728,151
Operating income (loss)(20,153) 7,091 26,898 32,360 46,196
Nonoperating revenues (expenses)
Earnings (charges) on investments 5,077 (71) (101) 42 4,947
Change in net position (15,076) 7,020 26,797 32,402 51,143
Net position – beginning 398,676 (7,020) (26,797) (31,790) .333,069
Net position – ending 383,600$ –$ –$ 612$ 384,212$
CITY OF ARDEN HILLS
Combining Statement of Revenues, Expenses,
and Changes in Net Position
Internal Service Funds
Year Ended December 31, 2018
-67-
Total
Risk Central Internal
Management Engineering Garage Technology Service Funds
Cash flows from operating activities
Receipts from customers and users 117,644$ 117,118$ 306,665$ 232,920$ 774,347$
Payments to suppliers (127,661) (85,274) (281,735) (202,893) (697,563)
Payments to employees (10,395) (36,055) (19,490) (5,316) (71,256)
Net cash flows from operating activities (20,412) (4,211) 5,440 24,711 5,528
Cash flows from noncapital financing activities
Cash paid to other funds – – – (15,992) (15,992)
Cash flows from investing activities
Earnings (charges) on investments 4,693 (13) (8) – 4,672
Net change in cash and cash equivalents (15,719) (4,224) 5,432 8,719 (5,792)
Cash and cash equivalents – beginning 397,865 6,761 16,834 – 421,460
Cash and cash equivalents – ending 382,146$ 2,537$ 22,266$ 8,719$ 415,668$
Reconciliation of operating income (loss) to net
cash flows from operating activities
Operating income (loss)(20,153)$ 7,091$ 26,898$ 32,360$ 46,196$
Adjustments to reconcile operating income
(loss) to net cash provided (used) by
operating activities
Decrease (increase) in prepaid items – – 23 – 23
Increase (decrease) in accounts payable – (11,997) 1,368 (6,317) (16,946)
Increase (decrease) in salaries payable 185 26 47 (2) 256
Increase (decrease) in due to other
governments – – (23,795) (1,302) (25,097)
Increase (decrease) in compensated
absences payable (444) 669 899 (28) 1,096
Total adjustments (259) (11,302) (21,458) (7,649) (40,668)
Net cash flows from operating activities (20,412)$ (4,211)$ 5,440$ 24,711$ 5,528$
CITY OF ARDEN HILLS
Combining Statement of Cash Flows
Internal Service Funds
Year Ended December 31, 2018
-68-
STATISTICAL SECTION (UNAUDITED) TAB
STATISTICAL SECTION
(UNAUDITED)
This part of the City’s Comprehensive Annual Financial Report (CAFR) presents detailed information as
a context for understanding this year’s financial statements, note disclosures, and supplementary
information. This information has not been audited by the independent auditor.
The contents of the statistical section include:
Financial Trends – These tables contain trend information that may assist the reader in assessing the
City’s current financial performance by placing it in historical perspective.
Revenue Capacity – These schedules contain information to assist the reader in assessing the City’s
most significant local revenue source—property taxes.
Debt Capacity – These tables present information that may assist the reader in analyzing the
affordability of the City’s current levels of outstanding debt and the City’s ability to issue additional
debt in the future.
Demographic and Economic Information – These tables offer economic and demographic
indicators that are commonly used for financial analysis and that can assist the reader in
understanding the City’s present and ongoing financial status.
Operating Information – These tables contain service and infrastructure indicators that can assist
the reader in understanding how the information in the City’s financial report relates to the services
the City provides and the activities it performs.
Source – Unless otherwise noted, the information in these tables is derived from the CAFR for the
relevant year.
2009 2010 2011 2012
Governmental activities
Net investment in capital assets 14,789,291$ 16,341,354$ 17,498,478$ 17,167,531$
Restricted 1,060,973 1,329,092 1,694,212 1,788,007
Unrestricted 9,176,652 9,008,528 9,133,279 9,738,832
Total governmental activities net position 25,026,916$ 26,678,974$ 28,325,969$ 28,694,370$
Business-type activities
Net investment in capital assets 10,507,344$ 10,530,204$ 10,961,855$ 12,360,674$
Unrestricted 2,171,942 2,621,579 3,248,534 2,403,645
Total business-type activities net position 12,679,286$ 13,151,783$ 14,210,389$ 14,764,319$
Primary government
Net investment in capital assets 25,296,635$ 26,871,558$ 28,460,333$ 29,528,205$
Restricted 1,060,973 1,329,092 1,694,212 1,788,007
Unrestricted 11,348,594 11,630,107 12,381,813 12,142,477
Total primary government net position 37,706,202$ 39,830,757$ 42,536,358$ 43,458,689$
Note:The City implemented GASB Statement No.68 in fiscal 2015.The City reported a change in accounting principle as a
result of implementing this standard that decreased unrestricted net position. Prior year information has not been restated.
Fiscal Year
CITY OF ARDEN HILLS
Net Position by Component
Last Ten Fiscal Years
(Accrual Basis of Accounting)
-69-
2013 2014 2015 2016 2017 2018
17,435,976$ 18,837,904$ 24,909,453$ 25,178,721$ 22,750,377$ 26,972,898$
896,106 917,300 675,052 786,678 898,739 1,010,521
10,274,835 11,472,102 8,765,793 8,249,560 10,678,219 8,736,913
28,606,917$ 31,227,306$ 34,350,298$ 34,214,959$ 34,327,335$ 36,720,332$
14,356,782$ 14,464,713$ 16,167,536$ 16,306,381$ 16,292,000$ 17,295,916$
1,158,470 1,793,112 238,381 1,116,957 1,298,744 1,329,268
15,515,252$ 16,257,825$ 16,405,917$ 17,423,338$ 17,590,744$ 18,625,184$
31,792,758$ 33,302,617$ 41,076,989$ 41,485,102$ 39,042,377$ 44,268,814$
896,106 917,300 675,052 786,678 898,739 1,010,521
11,433,305 13,265,214 9,004,174 9,366,517 11,976,963 10,066,181
44,122,169$ 47,485,131$ 50,756,215$ 51,638,297$ 51,918,079$ 55,345,516$
-70-
2009 2010 2011 2012
Expenses
Governmental activities
General government 1,622,425$ 1,232,225$ 1,199,609$ 1,186,404$
Public safety 1,648,349 1,585,447 1,736,422 1,900,443
Public works 436,200 636,406 614,761 894,954
Parks and recreation 734,148 732,824 811,533 838,138
Economic development 48,322 3,311 6,862 61,770
Interest on long-term debt 53,496 46,470 39,146 31,287
Total governmental activities 4,542,940 4,236,683 4,408,333 4,912,996
Business-type activities
Water 1,648,815 1,678,954 1,573,669 1,983,200
Sewer 1,268,018 1,367,429 1,454,302 1,595,379
Surface water management 269,562 321,693 353,330 388,406
Recycling 118,197 129,139 137,622 142,114
Total business-type activities 3,304,592 3,497,215 3,518,923 4,109,099
Total primary government 7,847,532$ 7,733,898$ 7,927,256$ 9,022,095$
Program revenues
Governmental activities
Charges for services
General government 341,736$ 271,972$ 353,224$ 377,621$
Public safety 307,306 207,876 385,133 376,576
Public works – – – –
Parks and recreation 91,305 98,395 110,830 118,179
Operating grants and contributions 210,140 275,869 410,228 291,712
Capital grants and contributions 705,858 1,171,451 946,122 134,710
Total governmental activities 1,656,345 2,025,563 2,205,537 1,298,798
Business-type activities
Charges for services
Water 1,709,639 1,824,086 1,950,932 2,285,161
Sewer 1,313,897 1,574,493 1,852,364 1,739,123
Surface water management 503,070 518,672 531,845 567,361
Recycling 87,700 121,892 142,858 121,688
Operating grants and contributions 19,866 20,114 20,846 19,802
Capital grants and contributions – – 140,428 25,506
Total business-type activities 3,634,172 4,059,257 4,639,273 4,758,641
Total primary government 5,290,517$ 6,084,820$ 6,844,810$ 6,057,439$
Fiscal Year
CITY OF ARDEN HILLS
Changes in Net Position
Last Ten Fiscal Years
(Accrual Basis of Accounting)
-71-
2013 2014 2015 2016 2017 2018
1,133,379$ 1,294,830$ 1,281,557$ 1,384,908$ 1,322,106$ 1,286,845$
1,956,260 1,887,877 1,978,210 2,047,961 2,158,835 2,248,540
944,104 852,109 194,667 800,157 3,512,218 1,695,449
807,363 711,174 711,181 751,910 759,737 765,843
403,143 522,193 733,528 361,029 276,841 391,156
25,767 11,004 817 – – –
5,270,016 5,279,187 4,899,960 5,345,965 8,029,737 6,387,833
1,843,530 1,893,217 1,803,405 1,833,468 2,159,874 2,147,359
1,560,796 1,506,927 1,587,808 1,513,219 1,780,260 1,654,079
453,727 432,788 489,377 468,965 481,026 499,049
144,541 150,417 239,727 141,190 147,919 168,145
4,002,594 3,983,349 4,120,317 3,956,842 4,569,079 4,468,632
9,272,610$ 9,262,536$ 9,020,277$ 9,302,807$ 12,598,816$ 10,856,465$
338,546$ 275,735$ 271,991$ 299,692$ 314,166$ 214,833$
341,114 366,452 628,573 735,730 915,632 619,406
– 4,973 5,205 4,535 7,029 6,150
113,374 116,951 119,338 134,579 123,550 113,968
343,486 300,536 389,219 308,900 2,031,474 840,634
326,213 2,302,439 3,080,749 462,105 448,945 2,494,823
1,462,733 3,367,086 4,495,075 1,945,541 3,840,796 4,289,814
2,271,072 2,132,191 2,099,242 2,165,773 2,104,271 2,256,859
1,798,889 1,857,272 1,855,802 1,989,066 1,727,124 1,769,466
639,747 762,884 782,501 812,044 834,891 839,499
122,666 130,369 129,030 134,739 150,989 134,228
19,694 19,611 124,228 26,323 24,655 27,429
156,585 – – 59,248 92,566 735,220
5,008,653 4,902,327 4,990,803 5,187,193 4,934,496 5,762,701
6,471,386$ 8,269,413$ 9,485,878$ 7,132,734$ 8,775,292$ 10,052,515$
-72-(continued)
2009 2010 2011 2012
Net (expense) revenue
Governmental activities (2,886,595)$ (2,211,120)$ (2,202,796)$ (3,614,198)$
Business-type activities 329,580 562,042 1,120,350 649,542
Total primary government (2,557,015)$ (1,649,078)$ (1,082,446)$ (2,964,656)$
General revenues and other changes in
net position
Governmental activities
Taxes
Property taxes 2,860,820$ 2,836,982$ 2,920,078$ 3,095,488$
Tax increment collections 540,408 566,725 342,109 431,060
Franchise taxes 104,148 85,131 90,123 94,532
Unrestricted investment earnings 275,500 231,340 307,769 218,519
Gain on sale of capital assets – – 46,712 –
Transfers 132,500 143,000 143,000 143,000
Total governmental activities 3,913,376 3,863,178 3,849,791 3,982,599
Business-type activities
Unrestricted investment earnings 55,106 53,455 81,256 47,388
Transfers (132,500) (143,000) (143,000) (143,000)
Total business-type activities (77,394) (89,545) (61,744) (95,612)
Total primary government 3,835,982$ 3,773,633$ 3,788,047$ 3,886,987$
Change in net position
Governmental activities 1,026,781$ 1,652,058$ 1,646,995$ 368,401$
Business-type activities 252,186 472,497 1,058,606 553,930
Total primary government 1,278,967$ 2,124,555$ 2,705,601$ 922,331$
Fiscal Year
CITY OF ARDEN HILLS
Changes in Net Position
Last Ten Fiscal Years (continued)
(Accrual Basis of Accounting)
-73-
2013 2014 2015 2016 2017 2018
(3,807,283)$ (1,912,101)$ (404,885)$ (3,400,424)$ (4,188,941)$ (2,098,019)$
1,006,059 918,978 870,486 1,230,351 365,417 1,294,069
(2,801,224)$ (993,123)$ 465,601$ (2,170,073)$ (3,823,524)$ (803,950)$
3,094,036$ 3,182,331$ 3,191,426$ 3,278,287$ 3,526,347$ 3,578,894$
466,280 565,422 697,898 242,544 295,788 351,569
96,820 103,711 72,837 132,548 109,070 101,237
(168,071) 450,261 245,540 155,191 139,347 159,316
– – – – – –
230,765 230,765 230,765 230,765 230,765 300,000
3,719,830 4,532,490 4,438,466 4,039,335 4,301,317 4,491,016
(24,361) 54,360 35,857 17,835 32,754 40,371
(230,765) (230,765) (230,765) (230,765) (230,765) (300,000)
(255,126) (176,405) (194,908) (212,930) (198,011) (259,629)
3,464,704$ 4,356,085$ 4,243,558$ 3,826,405$ 4,103,306$ 4,231,387$
(87,453)$ 2,620,389$ 4,033,581$ 638,911$ 112,376$ 2,392,997$
750,933 742,573 675,578 1,017,421 167,406 1,034,440
663,480$ 3,362,962$ 4,709,159$ 1,656,332$ 279,782$ 3,427,437$
-74-
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Tax
Property Increment Franchise
Fiscal Year Taxes Collections Taxes Total
2009 2,860,820$ 540,408$ 104,148$ 3,505,376$
2010 2,836,982 566,725 85,131 3,488,838
2011 2,920,078 342,109 90,123 3,352,310
2012 3,095,488 431,060 94,532 3,621,080
2013 3,094,036 466,280 96,820 3,657,136
2014 3,182,331 565,422 103,711 3,851,464
2015 3,191,426 697,898 72,837 3,962,161
2016 3,278,287 242,544 132,548 3,653,379
2017 3,526,347 295,788 109,070 3,931,205
2018 3,578,894 351,569 101,237 4,031,700
CITY OF ARDEN HILLS
Governmental Activities Tax Revenues by Source
Last Ten Fiscal Years
(Accrual Basis of Accounting)
-75-
2009 2010 2011 2012
General Fund
Reserved 24,304$ 32,587$ –$ –$
Unreserved 1,797,956 1,730,605 – –
Nonspendable – – 29,063 22,326
Assigned – – 106,592 126,134
Unassigned – – 2,015,680 2,202,459
Total General Fund 1,822,260$ 1,763,192$ 2,151,335$ 2,350,919$
All other governmental funds
Reserved 1,063,087$ 1,331,259$ –$ –$
Unreserved, reported in
Special revenue funds 733,626 468,786 – –
Capital project funds 7,242,406 7,212,442 – –
Nonspendable – – – 628
Restricted – – 1,696,379 1,799,380
Committed – – 264,016 452,496
Assigned – – 6,993,767 6,863,115
Unassigned – – (542,821) (303,339)
Total all other governmental funds 9,039,119$ 9,012,487$ 8,411,341$ 8,812,280$
Note: The City implemented GASB Statement No. 54 in fiscal 2011. Prior year information has not been restated.
Fiscal Year
CITY OF ARDEN HILLS
Fund Balances of Governmental Funds
Last Ten Fiscal Years
-76-
2013 2014 2015 2016 2017 2018
–$ –$ –$ –$ –$ –$
– – – – – –
22,754 21,059 23,983 26,271 288,519 25,482
119,440 139,721 251,497 257,771 285,548 262,805
2,223,512 2,185,162 2,806,930 2,660,771 3,065,250 3,052,082
2,365,706$ 2,345,942$ 3,082,410$ 2,944,813$ 3,639,317$ 3,340,369$
–$ –$ –$ –$ –$ –$
– – – – – –
– – – – – –
910 395 845 214 664 214
888,707 917,300 675,052 786,678 898,739 1,010,521
421,989 471,161 449,898 450,433 471,996 508,241
7,111,210 7,346,178 3,902,898 3,872,938 6,138,393 2,873,879
(134,316) (150,893) (216,521) (217,607) (439,147) (189,404)
8,288,500$ 8,584,141$ 4,812,172$ 4,892,656$ 7,070,645$ 4,203,451$
-77-
Fiscal Year
2009 2010 2011 2012
Revenues
Taxes
General property tax 2,835,253$ 2,867,028$ 2,913,248$ 3,087,160$
Tax increments 540,408 566,725 342,109 431,060
Special assessments 410,935 388,768 561,238 252,879
Licenses and permits 318,849 255,265 429,991 415,070
Intergovernmental 130,622 878,944 246,416 143,085
Charges for services 332,358 322,978 419,197 450,589
Fines and forfeits 26,111 27,013 29,593 33,192
Earnings on investments 275,500 231,340 296,249 215,119
Franchise taxes 104,148 85,131 90,123 94,532
Antenna rental fees 63,009 65,759 72,351 75,745
Miscellaneous/other 147,187 118,096 365,259 113,974
Total revenues 5,184,380 5,807,047 5,765,774 5,312,405
Expenditures
Current
General government 1,283,267 1,127,726 1,060,744 1,054,662
Public safety 1,526,819 1,561,046 1,640,801 1,728,669
Public works 282,019 322,793 273,165 377,101
Parks and recreation 606,822 605,210 661,746 679,282
Economic development 48,322 3,311 6,862 57,766
Capital outlay
General government 285,028 108,575 684,492 8,847
Public safety 156,543 18,927 91,579 169,894
Public works 1,088,586 865,334 1,063,181 376,872
Parks and recreation 128,037 1,141,300 64,923 109,761
Economic development – – – 5,330
Debt service
Principal 225,000 235,000 245,000 255,000
Interest and paying agent fees 53,425 46,525 39,325 31,698
Total expenditures 5,683,868 6,035,747 5,831,818 4,854,882
Revenues over (under) expenditures (499,488) (228,700) (66,044) 457,523
Other financing sources (uses)
Transfers in 809,621 719,791 143,000 143,000
Transfers out (677,121) (576,791) – –
Sale of capital assets – – 46,712 –
Total other financing sources (uses)132,500 143,000 189,712 143,000
Net change in fund balances (366,988)$ (85,700)$ 123,668$ 600,523$
Debt service as a percentage of
noncapital expenditures 6.52 % 7.12 % 6.99 % 6.21 %
CITY OF ARDEN HILLS
Changes in Fund Balances of Governmental Funds
Last Ten Fiscal Years
(Modified Accrual Basis of Accounting)
-78-
2013 2014 2015 2016 2017 2018
3,086,064$ 3,210,025$ 3,203,004$ 3,260,537$ 3,541,705$ 3,578,628$
466,280 565,422 697,898 242,544 295,788 351,569
382,366 304,315 908,964 373,415 308,990 735,369
382,039 327,727 518,846 598,686 729,197 526,444
316,859 1,408,240 1,396,269 396,275 2,124,414 1,003,685
410,995 400,224 496,908 577,041 590,141 427,905
32,055 29,569 32,792 31,868 29,989 37,080
(164,535) 433,402 236,947 148,679 133,231 154,369
96,820 103,711 72,837 132,548 109,070 101,237
76,574 110,144 189,534 123,815 128,765 57,067
43,777 89,482 241,463 94,442 164,256 249,322
5,129,294 6,982,261 7,995,462 5,979,850 8,155,546 7,222,675
1,054,852 1,155,120 1,143,037 1,194,579 1,189,500 1,164,657
1,779,549 1,826,098 1,920,280 1,981,506 2,058,037 2,088,345
391,711 580,872 336,398 479,814 443,633 579,535
675,073 648,214 573,587 621,832 618,614 653,977
90,222 286,991 249,484 229,688 264,905 324,548
9,545 5,559 – – – 13,770
170,511 66,079 52,936 47,880 100,215 233,301
1,017,328 1,833,535 6,198,264 786,873 734,411 2,916,604
68,493 18,883 – – 337,808 2,783,238
328,248 231,025 502,842 151,306 7,520 –
260,000 270,000 280,000 – – –
23,520 14,773 4,900 – – –
5,869,052 6,937,149 11,261,728 5,493,478 5,754,643 10,757,975
(739,758) 45,112 (3,266,266) 486,372 2,400,903 (3,535,300)
230,765 230,765 230,765 230,765 471,590 300,000
– – – – – –
– – – – – 69,158
230,765 230,765 230,765 230,765 471,590 369,158
(508,993)$ 275,877$ (3,035,501)$ 717,137$ 2,872,493$ (3,166,142)$
5.82 % 5.73 % 6.20 % – % – % – %
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Fiscal Year General Tax Increment Franchise Tax Total
2009 2,835,253$ 540,408$ 104,148$ 3,479,809$
2010 2,867,028 566,725 85,131 3,518,884
2011 2,913,248 342,109 90,123 3,345,480
2012 3,087,160 431,060 94,532 3,612,752
2013 3,086,064 466,280 96,820 3,649,164
2014 3,210,025 565,422 103,711 3,879,158
2015 3,203,004 697,898 72,837 3,973,739
2016 3,260,537 242,544 132,548 3,635,629
2017 3,541,705 295,788 109,070 3,946,563
2018 3,578,628 351,569 101,237 4,031,434
CITY OF ARDEN HILLS
General Governmental Tax Revenues by Source
Last Ten Fiscal Years
(Modified Accrual Basis of Accounting)
Property Tax
-80-
Fiscal Year Less Tax
Ended Real Personal Total Increment
December 31,Property Property Tax Capacity District
2009 16,414,454$ *153,000$ 16,567,454$ 583,017$
2010 15,659,356 164,655 15,824,011 590,269
2011 14,606,183 178,841 14,785,024 531,415
2012 13,848,510 190,989 14,039,499 436,893
2013 13,262,619 213,949 13,476,568 438,897
2014 13,413,316 216,679 13,629,995 510,906
2015 14,162,432 224,125 14,386,557 684,465
2016 14,364,828 236,271 14,601,099 207,526
2017 14,671,678 262,904 14,934,582 256,243
2018 15,751,958 276,244 16,028,202 308,152
Tax Capacity Value and Estimated Market Value of Taxable Property
CITY OF ARDEN HILLS
Last Ten Fiscal Years
Source: Ramsey County Assessor
* The breakdown between Real and Personal Property was estimated for 2009.
-81-
Less Fiscal Adjusted Estimated
Disparity Tax Capacity Market
Contribution (ATC) Value Value (EMV)
2,865,756$ 13,118,681$ 20.53 % 1,229,529,900$ 1.07 %
3,096,380 12,137,362 22.67 1,171,068,100 1.04
2,921,351 11,332,258 24.19 1,109,327,600 1.02
2,505,319 11,097,287 25.54 1,043,419,700 1.06
2,474,502 10,563,169 27.93 1,035,471,700 1.02
2,375,745 10,743,344 27.95 1,055,153,800 1.02
2,303,582 11,398,510 27.29 1,122,428,000 1.02
2,280,682 12,112,891 26.54 1,144,221,600 1.06
2,365,021 12,313,318 27.21 1,173,397,600 1.05
2,141,470 13,578,580 25.53 1,260,228,800 1.08
of EMV
ATC as a
Percentage
Direct Tax Rate
Total
* The breakdown between Real and Personal Property was estimated for 2009.
-82-
20.534 % 46.546 % 22.937 %– %90.017 %
22.672 50.248 24.560 7.953 105.433
24.187 54.678 25.573 8.354 112.792
25.544 61.316 29.044 9.955 125.859
27.931 65.240 29.444 10.200 132.815
27.950 63.735 29.734 9.825 131.244
27.294 58.922 27.378 9.179 122.773
26.539 58.885 26.245 9.052 120.721
27.211 55.850 25.305 8.558 116.924
25.532 53.962 28.464 8.249 116.207
(1)
Note:
Source: Ramsey County Assessor
School
2018
RateFiscal Year
Rates for special taxing districts were not readily available prior to 2010.
CITY OF ARDEN HILLS
Property Tax Rates
Last Ten Fiscal Years
Direct and Overlapping (1) Governments
Special
Ramsey
Districts
Overlapping RatesDirect Rate
Operating Taxing
City
Overlapping rates are those of local and county governments that apply to property owners within the City. Not all
overlapping rates apply to all city property owners (e.g., the rates for special districts apply only to the proportion of
the City’s property owners whose property is located within the geographic boundaries of the special district).
County
2010
2009
2016
2017
2013
2015
Total
2011
2012
District
2014
-83-
Taxable Taxable
Capacity Value Rank Capacity Value Rank
Cardiac Pacemakers, Inc.1,129,960$ 1 7.05 %1,999,250$ 1 12.07 %
NSP 532,022 2 3.32 262,674 10 1.59
Space Center Arden Hills, LLC 435,144 3 2.71 – – –
St. Paul Fire and Marine Insurance Company 432,544 4 2.70 401,342 4 2.42
Land O’Lakes, Inc.380,754 5 2.38 390,146 6 2.35
Presbyterian Homes, Inc.338,250 6 2.11 – – –
CSM Corporation 252,880 7 1.58 471,730 2 2.85
LSREF4 BISON LLC 199,740 8 1.25 – – –
RAM Development, LLC 187,790 9 1.17 – – –
ET Arden Hills, LLC 149,306 10 0.93 – – –
Arden Hills Industrial, LLC – – – 436,234 3 2.63
Mutual Service Insurance Company – – – 399,250 5 2.41
Inland Shannon Square Cub, LLC – – – 363,602 7 2.19
IRET Properties, LP – – – 359,250 8 2.17
Pharmacia Deltec, Inc.– – – 273,250 9 1.65
Total 4,038,390$ 25.20 % 5,356,728$ 32.33 %
Total capacity value 16,028,202$ 16,567,454$
Source: Ramsey County Assessor
Taxpayer
Percentage
of Total City
Value
Percentage
of Total City
Value
Capacity
CITY OF ARDEN HILLS
Principal Property Taxpayers
Current Year and Nine Years Ago
2018
Capacity
2009
-84-
Taxes Collections
Fiscal Year Levied in
Ended for the Additions/ Subsequent
December 31, Fiscal Year Amount (Abatements) Years Amount
2009 2,892,774$ 2,829,900$ 97.83 %(47,523)$ 15,351$ 2,892,774$ 100.00 %
2010 2,953,128 2,890,946 97.89 (29,095) 33,087 2,953,128 100.00
2011 3,040,964 3,008,068 98.92 (2,326) 30,570 3,040,964 100.00
2012 3,096,994 3,045,572 98.34 (11,376) 40,046 3,096,994 100.00
2013 3,191,230 3,117,083 97.68 (38,542) 35,605 3,191,230 100.00
2014 3,257,456 3,219,641 98.84 (19,251) 17,175 3,256,067 99.96
2015 3,359,775 3,295,723 98.09 (75,019) (12,469) 3,358,273 99.96
2016 3,478,775 3,408,642 97.98 (79,442) (10,421) 3,477,663 99.97
2017 3,641,290 3,562,166 97.83 (66,924) 10,748 3,639,838 99.96
2018 3,786,942 3,710,786 97.99 (58,021) – 3,768,807 99.52
Source: Ramsey County Assessor
CITY OF ARDEN HILLS
Last Ten Fiscal Years
Property Tax Levies and Collections
Collected Within the
Fiscal Year of the Levy
Percentage
of Levy
Percentage
of Levy
Total Collections to Date
-85-
Governmental
Activities
General Total
Obligation Revenue Primary Per
TIF Bonds Bonds Premium Total Government Capita (1)
1,545,000$ –$ –$ –$ 1,545,000$ 0.40 % 152$
1,310,000 – – – 1,310,000 0.37 137
1,065,000 – – – 1,065,000 0.30 114
810,000 – – – 810,000 0.24 84
550,000 – – – 550,000 0.17 59
280,000 – – – 280,000 0.08 29
(2)– – – – – – –
(2)– – – – – – –
(2)– – – – – – –
(2)– 2,415,000 156,952 2,571,952 2,571,952 0.66 255
(1)
(2)
Note:
Fiscal Year
CITY OF ARDEN HILLS
Ratios of Outstanding Debt by Type
Last Ten Fiscal Years
Business-Type Activities
Income (1)
of Personal
Percentage
2010
2009
2015
2014
2013
See the Schedule of Demographic and Economic Statistics for personal income and population data.
The City made the final governmental activities bond payment in 2015. There is no outstanding bonded debt as of year-end.
Details regarding the City’s outstanding debt can be found in the notes to basic financial statements.
2012
2011
2016
2017
2018
-86-
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Net Estimated
Debt Share of
Governmental Unit Outstanding Overlapping Debt
Debt repaid with property taxes
Ramsey County 98,073,786$ 2.51 %2,465,275$
County library 26,437,422 5.00 1,322,851
Independent School District No. 621 229,100,266 13.73 31,459,287
Independent School District No. 623 170,245,228 0.78 1,319,847
Intermediate School District No. 916 75,125,459 5.08 3,817,807
Metropolitan Council 1,351,243,297 0.37 5,019,673
Total overlapping debt 45,404,740
City of Arden Hills – 100.00 –
Total direct and overlapping debt 45,404,740$
(1)
Note:
Source:
The percentage of overlapping debt applicable is estimated using taxable assessed property values. Applicable
percentages were estimated by determining the portion of the county’s taxable assessed value that is within the
City’s boundaries and dividing it by the county’s total taxable assessed value.
Overlapping governments are those that coincide,at least in part, with the geographic boundaries of the City. This
schedule estimates the portion of the outstanding debt of those overlapping governments that is borne by the
residents and businesses of the City. This process recognizes that, when considering the City’s ability to issue and
repay long-term debt, the entire debt burden borne by the residents and businesses should be taken into account.
However, this does not imply that every taxpayer is a resident and, therefore, responsible for repaying the debt of
each overlapping government.
Assessed value data used to estimate applicable percentages provided by the Ramsey County Assessor. Debt
outstanding data provided by the county.
CITY OF ARDEN HILLS
Direct and Overlapping Governmental Activities Debt
as of December 31, 2018
Estimated
Percentage
Applicable (1)
-87-
2009 2010 2011 2012
36,885,897$ 35,132,043$ 33,279,828$ 31,302,591$
– – – –
36,885,897$ 35,132,043$ 33,279,828$ 31,302,591$
Total net debt applicable to the limit
– – – –
Note:Under state finance law, the City’s net debt should not exceed 3 percent of total market value.By law, the debt subject to the
limitation may be offset by amounts set aside for repaying bonds. Tax increment and revenue bonds are not subject to the
debt limit; therefore, they are not included.
CITY OF ARDEN HILLS
Legal Debt Margin Information
Last Ten Fiscal Years
Fiscal Year
Debt limit
Total net debt applicable to the limit
Legal debt margin
as a percentage of debt limit
-88-
2013 2014 2015 2016 2017 2018
31,064,151$ 31,654,614$ 33,672,840$ 34,326,648$ 35,201,928$ 37,806,864$
– – – – – –
31,064,151$ 31,654,614$ 33,672,840$ 34,326,648$ 35,201,928$ 37,806,864$
– – – – – –
Total estimated market value 1,260,228,800$
Debt limit (3% of market value)37,806,864
Debt applicable to the limit
General obligation bonds –
Less amount set aside for repayment
of general obligation debt –
Total net debt applicable to the
limit –
Legal debt margin 37,806,864$
Legal Debt Margin Calculation for Fiscal Year 2018
-89-
Operating Less Operating Net Available
Revenues Expenses Revenue Principal Interest
4,026,325$ 3,279,800$ 746,525$ –$ –$ N/A
N/A – Not Applicable
Note 1:
Note 2:
CITY OF ARDEN HILLS
Pledged Revenue Coverage
Last Ten Fiscal Years
2018 represents the first year the City pledged revenue for utility revenue bonds.
Debt Service
Includes Water and Sewer Funds. Operating expenses do not include interest or depreciation.
Fiscal Year Coverage
2018
-90-
Per Capita Arden Hills
Personal Total Personal Median School
Population (1) Income (3) Income (4) Age (6) Enrollment (5)
10,137 37,918$ 384,374,766$ 35.0 10,071 7.6 %
9,552 36,806 351,570,912 36.2 10,032 7.5
9,381 37,371 350,577,351 34.8 10,090 6.6
9,597 35,375 339,493,875 34.8 10,234 5.7
9,359 33,688 315,285,992 34.8 10,480 4.9
9,652 34,481 332,810,612 36.9 10,734 4.0
9,847 35,222 346,831,034 36.0 11,011 3.6
9,966 35,994 358,716,204 36.0 11,401 3.6
9,969 37,723 376,060,587 36.3 11,556 3.3
10,069 38,477 387,417,617 36.3 11,647 2.7
Sources:
(1)
(2)
(3)
(4)
(5)
(6)
2018
Enrollment numbers are based off of Independent School District No. 621, Mounds View from the Minnesota
Department of Education website.
Median age is from www.city-data.com website.
Per capita personal income is obtained from the Metropolitan Council website. 2018 is estimated by city staff.
Rate (2)
Population data is obtained from the Metropolitan Council website. 2018 is estimated by city staff.
2013
Personal income is calculated based on the population and per capita personal income.
Fiscal Year
2014
Unemployment rate information is from DEED for Ramsey County.
2010
2011
2012
2017
2015
CITY OF ARDEN HILLS
Demographic and Economic Statistics
Last Ten Fiscal Years
2016
2009
Unemployment
-91-
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Employees Rank Employees Rank
Boston Scientific 2,200 1 19.5 % 2,000 1 15.4 %
Land O’Lakes, Inc.1,147 2 10.2 800 2 6.2
Bethel University 970 3 8.6 – – –
University of Northwestern 960 4 8.5 – – –
Presbyterian Homes of Arden Hills 500 5 4.4 500 4 3.8
Delkor 160 6 1.4 – – –
Mounds View Public Schools 143 7 1.3 – – –
PACE Industries 130 8 1.2 – – –
International Paper 120 9 1.1 – – –
Country and MSI Insurance – – – 640 3 4.9
Fair Isaac & Co.– – – 500 4 3.8
Smiths Medical M.D., Inc.– – – 500 4 3.8
Total 6,330 56.1 % 4,940 38.0 %
Total city employees 11,275 12,990
(1)
(2)Information only readily available for the top six employers.
Source:
Information only readily available for the top nine employers.
City staff research; Metropolitan Council.
2018 (1)
CITY OF ARDEN HILLS
Principal Employers
Current Year and Nine Years Ago
Employees
of Total City
2009 (2)
Percentage
of Total City
Percentage
Employer Employees
-92-
2009 2010 2011 2012
Function
Towed vehicles – 2 3 7
117 138 96 140
Driving impaired/alcohol 21 9 13 15
Traffic stops 281 332 328 17
Traffic investigations 19 11 24 33
Total calls for service N/A N/A N/A N/A
Fire
214 452 559 522
1.43 1.80 1.93 5.20
250 325 250 250
Sanitation (residential)
Refuse collected (tons/day)8.05 7.95 7.85 7.90
Recyclables collected (tons/day)2.05 2.34 2.01 2.20
Recycling clean up days N/A N/A N/A N/A
Tons collected during clean up days N/A N/A N/A N/A
Parks and recreation
Athletic field permits issued 25 25 20 19
Water
New connections 3 3 2 31
Water main breaks 5 7 2 12
Average daily consumption
(thousands of gallons)1,323 1,162 1,135 1,269
Note 1:Indicators are not available for the general city functions.
Note 2:
Note 3:
Note 4:
Source:Various city departments
Fire information provided by Lake Johanna Fire Department, which is contracted out by the City.
Street resurfacing (miles)
Number of calls answered
Potholes repaired
Highways and streets
Information provided by the Ramsey County Sheriff’s Department. Starting in 2015,the Sheriff changed reporting
standards, and information is no longer easily broken down. Total number of calls is now provided.
Recyclables – numbers based off of yearly tonnage total divided into 365 days in the year.
Starting in 2018, the refuse collected information is no longer being provided as it is not readily available. Instead,
information on recycling clean up days is being provided.
Last Ten Fiscal Years
Operating Indicators by Function
CITY OF ARDEN HILLS
Traffic accidents
Police (see Note 2)
Fiscal Year
-93-
2013 2014 2015 2016 2017 2018
2 1 N/A N/A N/A N/A
149 144 N/A N/A N/A N/A
23 18 N/A N/A N/A N/A
78 20 N/A N/A N/A N/A
78 40 N/A N/A N/A N/A
N/A N/A 4,892 4,413 5,152 5,331
561 651 804 930 986 1,039
4.40 – 2.84 0.25 0.20 1.00
250 250 600 600 700 800
8.05 8.65 8.76 8.75 8.80 N/A
2.20 2.21 2.16 2.06 2.22 2.17
N/A N/A N/A N/A N/A 2
N/A N/A N/A N/A N/A 73.7
30 22 22 22 30 25
10 2 7 8 8 6
6 2 10 6 7 8
1,162 983 857 812 853 869
-94-
2009 2010 2011 2012
Function
General government 6.57 7.18 6.89 7.47
Public safety
General public safety 2.72 2.72 2.74 2.70
Highways and streets
General highways and streets 2.39 2.44 2.20 2.72
Community development 0.02 – – –
Parks and recreation 8.32 6.95 8.88 6.51
Water 3.40 3.29 3.50 3.67
Sewer 4.01 3.91 4.05 4.42
Recycling 0.14 0.17 0.21 0.21
Surface water management 1.57 2.25 2.54 2.66
Total 29.14 28.90 31.01 30.36
Note:
Source: Finance and Administration
Seasonal staff are calculated by total hours worked (2,080 hours per year), added together to total an equivalent.
Seasonal hours fluctuate throughout the year.
CITY OF ARDEN HILLS
Full-Time Equivalent City Government Employees by Function
Last Ten Fiscal Years
Fiscal Year
-95-
2013 2014 2015 2016 2017 2018
7.50 6.73 6.76 5.00 4.08 4.64
2.66 2.61 2.74 2.42 2.34 2.39
2.04 3.11 2.93 2.42 2.41 2.51
– – – – – –
6.92 7.77 7.31 6.78 6.52 6.74
4.42 4.18 4.07 3.56 3.62 3.51
4.92 5.06 4.85 4.31 4.30 4.15
0.21 0.20 0.19 0.17 0.21 0.23
2.56 3.01 2.95 2.64 2.70 2.60
31.22 32.67 31.80 27.30 26.18 26.77
-96-
2009 2010 2011 2012
Function
Highways and streets
Streets (miles)57 57 57 57
Streetlights 250 250 250 250
Traffic signals 18 18 18 18
Parks and recreation*
Parks acreage 111 111 111 111
Parks 14 14 14 14
Trails acreage 53 54 54 54
Trails (miles)13 15 15 15
Tennis courts 4 4 4 4
Softball/baseball fields 6 6 6 6
Basketball courts 10 10 10 10
Hockey/skating rinks 5 5 5 5
Permanent restrooms 2 3 3 3
Water
Water mains (miles)43 43 43 43
Fire hydrants 520 520 520 520
Maximum daily capacity
(thousands of gallons)1,500 1,500 1,500 1,500
Sewer
Sanitary sewers (miles)44 44 44 44
Storm sewers (miles)20 20 20 20
*
Note:
Source:
CITY OF ARDEN HILLS
Capital Asset Statistics by Function
Last Ten Fiscal Years
Various city departments
No capital asset indicators are available for the general city functions.
Fiscal Year
Information used for the parks and recreation section was taken from the Arden Hills Parks and Trails Guide from
the Parks and Recreation Department.
-97-
2013 2014 2015 2016 2017 2018
57 57 57 57 57 57
250 250 250 250 252 252
18 18 18 18 18 18
111 111 111 111 111 111
14 14 14 14 14 14
54 54 54 54 54 54
15 21 21 21 21 22
5 6 6 5 5 5
8 8 8 8 7 7
10 10 10 10 10 10
6 6 6 6 6 6
2 3 3 3 3 3
43 43 43 43 43 44
537 537 537 537 537 537
1,500 1,500 1,500 1,500 1,500 1,500
49 52 52 52 52 52
20 25 25 25 25 25
-98-
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CITY OF ARDEN HILLS
RAMSEY COUNTY, MINNESOTA
Special Purpose Audit Reports
Year Ended
December 31, 2018
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Page
Independent Auditor’s Report on Internal Control Over Financial Reporting and
on Compliance and Other Matters Based on an Audit of Financial Statements
Performed in Accordance With Government Auditing Standards 1–2
Independent Auditor’s Report on Minnesota Legal Compliance 3
Schedule of Findings and Responses 4
Table of Contents
CITY OF ARDEN HILLS
Year Ended December 31, 2018
RAMSEY COUNTY, MINNESOTA
Special Purpose Audit Reports
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C E R T I F I E D
A C C O U N T A N T S
P UBLIC
PRINCIPALS
Thomas A. Karnowski, CPA
Paul A. Radosevich, CPA
William J. Lauer, CPA
James H. Eichten, CPA
Aaron J. Nielsen, CPA
Victoria L. Holinka, CPA/CMA
Jaclyn M. Huegel, CPA
Malloy, Montague, Karnowski, Radosevich & Co., P.A.
5353 Wayzata Boulevard • Suite 410 • Minneapolis, MN 55416 • Phone: 952-545-0424 • Fax: 952-545-0569 • www.mmkr.com
-1-
INDEPENDENT AUDITOR’S REPORT ON INTERNAL CONTROL OVER
FINANCIAL REPORTING AND ON COMPLIANCE AND OTHER MATTERS
BASED ON AN AUDIT OF FINANCIAL STATEMENTS PERFORMED
IN ACCORDANCE WITH GOVERNMENT AUDITING STANDARDS
To the City Council and Management
City of Arden Hills, Minnesota
We have audited, in accordance with auditing standards generally accepted in the United States of
America and the standards applicable to financial audits contained in Government Auditing Standards,
issued by the Comptroller General of the United States, the financial statements of the governmental
activities, the business-type activities, each major fund, and the aggregate remaining fund information of
the City of Arden Hills, Minnesota (the City) as of and for the year ended December 31, 2018, and the
related notes to the financial statements, which collectively comprise the City’s basic financial statements,
and have issued our report thereon dated May 2, 2019.
INTERNAL CONTROL OVER FINANCIAL REPORTING
In planning and performing our audit of the financial statements, we considered the City’s internal control
over financial reporting (internal control) to determine the audit procedures that are appropriate in the
circumstances for the purpose of expressing our opinions on the financial statements, but not for the
purpose of expressing an opinion on the effectiveness of the City’s internal control. Accordingly, we do
not express an opinion on the effectiveness of the City’s internal control.
A deficiency in internal control exists when the design or operation of a control does not allow
management or employees, in the normal course of performing their assigned functions, to prevent, or
detect and correct, misstatements on a timely basis. A material weakness is a deficiency, or a combination
of deficiencies, in internal control such that there is a reasonable possibility that a material misstatement
of the City’s financial statements will not be prevented, or detected and corrected, on a timely basis. A
significant deficiency is a deficiency, or a combination of deficiencies, in internal control that is less
severe than a material weakness, yet important enough to merit attention by those charged with
governance.
Our consideration of internal control was for the limited purpose described in the first paragraph of this
section and was not designed to identify all deficiencies in internal control that might be material
weaknesses or significant deficiencies and, therefore, material weaknesses or significant deficiencies may
exist that have not been identified. We did identify one deficiency in internal control, described in the
accompanying Schedule of Findings and Responses as item 2018-001, which we consider to be a material
weakness.
(continued)
-2-
COMPLIANCE AND OTHER MATTERS
As part of obtaining reasonable assurance about whether the City’s financial statements are free from
material misstatement, we performed tests of its compliance with certain provisions of laws, regulations,
contracts, and grant agreements, noncompliance with which could have a direct and material effect on the
determination of financial statement amounts. However, providing an opinion on compliance with those
provisions was not an objective of our audit and, accordingly, we do not express such an opinion. The
results of our tests disclosed no instances of noncompliance or other matters that are required to be
reported under Government Auditing Standards.
CITY’S RESPONSE TO FINDING
The City’s response to the finding identified in our audit is described in the accompanying Schedule of
Findings and Responses. The City’s response was not subjected to the auditing procedures applied in the
audit of the financial statements and, accordingly, we express no opinion on it.
PURPOSE OF THIS REPORT
The purpose of this report is solely to describe the scope of our testing of internal control and compliance
and the results of that testing, and not to provide an opinion on the effectiveness of the City’s internal
control or on compliance. This report is an integral part of an audit performed in accordance with
Government Auditing Standards in considering the City’s internal control and compliance. Accordingly,
this report is not suitable for any other purpose.
Minneapolis, Minnesota
May 2, 2019
C E R T I F I E D
A C C O U N T A N T S
P UBLIC
PRINCIPALS
Thomas A. Karnowski, CPA
Paul A. Radosevich, CPA
William J. Lauer, CPA
James H. Eichten, CPA
Aaron J. Nielsen, CPA
Victoria L. Holinka, CPA/CMA
Jaclyn M. Huegel, CPA
Malloy, Montague, Karnowski, Radosevich & Co., P.A.
5353 Wayzata Boulevard • Suite 410 • Minneapolis, MN 55416 • Phone: 952-545-0424 • Fax: 952-545-0569 • www.mmkr.com
-3-
INDEPENDENT AUDITOR’S REPORT
ON MINNESOTA LEGAL COMPLIANCE
To the City Council and Management
City of Arden Hills, Minnesota
We have audited, in accordance with auditing standards generally accepted in the United States of
America, and the standards applicable to financial audits contained in Government Auditing Standards,
issued by the Comptroller General of the United States, the financial statements of the governmental
activities, the business-type activities, each major fund, and the aggregate remaining fund information of
the City of Arden Hills, Minnesota (the City) as of and for the year ended December 31, 2018, and the
related notes to the financial statements, which collectively comprise the City’s basic financial statements,
and have issued our report thereon dated May 2, 2019.
MINNESOTA LEGAL COMPLIANCE
The Minnesota Legal Compliance Audit Guide for Cities, promulgated by the State Auditor pursuant to
Minnesota Statutes § 6.65, contains seven categories of compliance to be tested: contracting and bidding,
deposits and investments, conflicts of interest, public indebtedness, claims and disbursements,
miscellaneous provisions, and tax increment financing. Our audit considered all of the listed categories.
In connection with our audit, nothing came to our attention that caused us to believe that the City failed to
comply with the provisions of the Minnesota Legal Compliance Audit Guide for Cities. However, our
audit was not directed primarily toward obtaining knowledge of such noncompliance. Accordingly, had
we performed additional procedures, other matters may have come to our attention regarding the City’s
noncompliance with the above referenced provisions.
PURPOSE OF THIS REPORT
The purpose of this report is solely to describe the scope of our testing of compliance and the results of
that testing, and not to provide an opinion on compliance. Accordingly, this report is not suitable for any
other purpose.
Minneapolis, Minnesota
May 2, 2019
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CITY OF ARDEN HILLS
Schedule of Findings and Responses
Year Ended December 31, 2018
-4-
FINDINGS – MATERIAL WEAKNESS IN INTERNAL CONTROL OVER FINANCIAL
REPORTING
2018-001 SEGREGATION OF DUTIES
Criteria – Internal control over financial reporting.
Condition – The City of Arden Hills, Minnesota (the City) has limited segregation of duties
in a number of areas.
Context – This is a current year and prior year finding.
Cause – The limited segregation of duties is primarily caused by the limited size of the City’s
finance department staff.
Effect – One important element of internal accounting controls is an adequate segregation of
duties such that no one individual should have responsibility to execute a transaction, have
physical access to the related assets, and have responsibility or authority to record the
transaction. A lack of segregation of duties subjects the City to a higher risk that errors or
fraud could occur and not be detected in a timely manner in the normal course of business.
Recommendation – This condition is common to organizations of your size. We recommend
that the City segregate duties as best it can within the limits of the staff available. Any
modifications in internal control in this area should be viewed from a cost-benefit
perspective.
Management Response – There is no disagreement with the audit finding. The City reviews
and makes improvements to its internal control structure on an ongoing basis and attempts to
maximize the segregation of duties in all areas within the limits of the staff available.
However, the City does not consider it cost-beneficial at this time to increase the size of its
staff in order to further segregate accounting functions.
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Page 1 of 1
STAFF COMMENTS – 5A
MEMORANDUM
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
FROM: Dave Perrault, City Administrator
SUBJECT: Rice Creek Commons (TCAAP) and Joint Development Authority (JDA) Update
Budgeted Amount: Actual Amount: Funding Source:
$ $ $
A verbal update will be provided at the City Council meeting.
Page 1 of 1
STAFF COMMENTS – 5B
MEMORANDUM
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
Dave Perrault, City Administrator
FROM: Sue Polka, Public Works Director/City Engineer
SUBJECT: Transportation Update
Budgeted Amount: Actual Amount: Funding Source:
$ $ $
A verbal update will be provided at the City Council meeting.
Background
The Spring Clean Up Day event is scheduled for Saturday, May 18th from 7:00 a.m. to 12:00 p.m
at the Ramsey County Public Works Facility at 1425 Paul Kirkwold Drive. The event is co-
sponsored by Arden Hills and Shoreview and is open to residents of both cities.
Residents that participate in the event will pay a fee based on vehicle type and load.
Standard vehicles (cars, SUVs, minivans) will be charged $30 and small trailers will be charged
$45. Oversized loads, such as rented U-Haul vehicles will be subject to extra charges. The
minimum charge for an oversized vehicle will be $75.
Proof of residency, such as a driver’s license or utility bill, is required. Payment will only be
accepted in the form of cash or check. No credit cards will be accepted.
Notice of the Clean Up Day event is advertised on the City’s website and Facebook page, and a
flyer was included in the May issue of Arden Hills Notes.
STAFF COMMENTS – 5C
MEMORANDUM
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
Dave Perrault, City Administrator
FROM: Mike Mrosla, City Planner
SUBECT: Community Clean Up Day Update
Budgeted Amount: Actual Amount: Funding Source:
N/A N/A N/A
Approved: May 13, 2019
CITY OF ARDEN HILLS, MINNESOTA
CITY COUNCIL WORK SESSION
APRIL 15, 2019
5:00 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 City
Council Work Session at 5:02 p.m.
Present: Mayor David Grant, Councilmembers Brenda Holden, Dave McClung and
Steve Scott
Absent: Councilmember Fran Holmes (excused)
Also present: City Administrator Dave Perrault, Deputy Clerk Jolene Trauba, Ramsey
County Sheriff Commander Tony Waldo, Undersheriff Jeff Ramacher, CTV Executive
Director Dana Healy and CTV Public and Government Coordinator Jared Wiedmeyer
1. AGENDA ITEMS
A. Ramsey County Sheriff’s Office Update
Commander Waldo gave a brief history of his background with the Sheriff’s Department.
Undersheriff Ramacher discussed the dedicated traffic deputies and the possibility of bringing
retired Deputy Kevin Otto back for six months. August 1st will start the new hands-free driving
law, road construction will push more traffic to the city and State Fair parking were reasons given
to consider another traffic deputy.
After discussion, Councilmembers agreed they would like to see the Deputies more visible and
spend more time in individual neighborhoods.
B. CTV Update
CTV Executive Director Healy and Public and Government Coordinator Wiedmeyer
presented an overview of new opportunities and services available from CTV including
installation of new equipment, production services, webcasting, neighborhood network videos,
quarterly updates, new analytics capabilities and features of CTV’s new website. An audit will be
done to see Arden Hills’ equipment needs and CTV will present those findings at a future work
session.
ARDEN HILLS CITY COUNCIL WORK SESSION – April 15, 2019 2
C. Part-time Customer Service Specialist
City Administrator Perrault explained the request to change the current full time Customer
Service Specialist position to a job share position. The position would be 1 FTE total, with each
person working an average of 20 hours per week. Insurance benefits would not be offered, but
PTO would be accrued. He mentioned the flexibility of having two staff trained for the position
that can cover for each other.
Councilmember Holden asked about management of the position.
City Administrator Perrault responded that it would be handled like any supervisory
relationship. He also mentioned that moving the position to a job share wouldn’t cost the City any
more money in total, but potentially less by not paying insurance benefits.
Councilmember McClung said it did not matter to him if the position was filled by one or two
people.
After further discussion, Council directed staff to bring the item forward to the next Council
meeting.
D. Council Request Tracker
City Administrator Perrault and staff reviewed the Council Request Tracker with the City
Council. It was requested to add a Timeline column, and Cummings Park Shelter Sheriff Patrol
was added.
2. COUNCIL COMMENTS AND STAFF UPDATES
Councilmember McClung stated that he had no issue with the old City Hall site being used for
construction staging, but didn’t want to see equipment there over the winter.
City Administrator Perrault noted that the second regular Council meeting in May might be
cancelled. Public Works Director/City Engineer interviews will be scheduled for May 29. A list
of questions will be sent to Council.
ADJOURN
M ayor Grant adjourned the City Council Work Session at 7:01 p.m.
__________________________ __________________________
Jolene Trauba David Grant
Deputy Clerk Mayor
Approved: May 13, 2019
CITY OF ARDEN HILLS, MINNESOTA
SPECIAL CITY COUNCIL MEETING
APRIL 15, 2019
IMMEDIATELY FOLLOWING CITY COUNCIL WORK SESSION
ARDEN HILLS CITY COUNCIL CHAMBERS
CALL TO ORDER/ROLL CALL
Pursuant to due call and notice thereof, Mayor David Grant called to order the Special City
Council meeting at 7:02 p.m.
Present: Mayor David Grant, Councilmembers Brenda Holden, Dave McClung and
Steve Scott
Absent: Councilmember Fran Holmes (excused)
Also present: City Administrator Dave Perrault and Deputy Clerk Jolene Trauba
1. APPROVAL OF AGENDA
Mayor Grant noted the agenda could not be changed and as such was approved.
2. CONSENT CALENDAR
A. Motion to Approve Appointment of Public Works Maintenance Workers
MOTION: Councilmember Holden moved and Councilmember McClung seconded a
motion to approve the Consent Calendar and authorize execution of all
necessary documents contained therein. The motion carried unanimously (4-
0).
3. PULLED CONSENT ITEMS
None.
4. NEW BUSINESS
None.
ARDEN HILLS SPECIAL CITY COUNCIL – APRIL 15, 2019 2
5. UNFINISHED BUSINESS
None.
6. COUNCIL COMMENTS
Councilmember Holden requested the TCAAP timeline that was published in the newsletter be
put on the CTV carousel.
Councilmember Scott said he would like to look into an upgrade of our current AV equipment
and would like to see surge protection placed in the building.
ADJOURN
MOTION: Mayor Grant moved and Councilmember McClung seconded a motion to
adjourn. The motion carried unanimously (4-0).
Mayor Grant adjourned the Special City Council Meeting at 7:04 p.m.
__________________________ __________________________
Jolene Trauba David Grant
Deputy Clerk Mayor
Approved: May 13, 2019
CITY OF ARDEN HILLS, MINNESOTA
REGULAR CITY COUNCIL MEETING
APRIL 22, 2019
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 (arrived at 7:30
p.m.), Dave McClung and Steve Scott
Absent: Councilmembers Fran Holmes (excused)
Also present: City Administrator Dave Perrault; Interim Public Works Director/City
Engineer Sue Polka; Finance Director Gayle Bauman; City Planner Mike Mrosla;
Assistant City Attorney James Monge; and City Clerk Julie Hanson
PLEDGE OF ALLEGIANCE
1. APPROVAL OF AGENDA
MOTION: Councilmember McClung moved and Councilmember Scott seconded a
motion to approve the meeting agenda as presented. The motion carried
unanimously (3-0).
2. PUBLIC INQUIRIES/INFORMATIONAL
Gregg Larson, 3377 North Snelling Avenue, stated the proposed Council minutes from March 25
should have a minor correction changing ingenious to disingenuous within his comment. He then
discussed affordable housing and the housing crisis in the metro area. He explained everyone was
trying to address this concern, except the Arden Hills City Council. He commented there were
three reasons people opposed increased housing density on TCAAP. The first concern was the
fear of others that don’t look like them. The second concern was the fear of others that don’t earn
as much as the rest. He encouraged the Council to not have these fears. He stated the final fear
was having the wrong kind of homes or apartments in the community. He discussed a housing
development that occurred at the St. Paul Ford plant. He noted TCAAP would be three times
larger yet would have 2.5 times fewer housing units than the St. Paul site. He indicated TCAAP
ARDEN HILLS CITY COUNCIL – A PRIL 22 , 2019 2
had more than enough space for affordable housing units. He questioned what scared the City of
Arden Hills from more affordable housing.
Greg Strandmark, 5101 570th Street in Pine City, provided the Council with a handout. He
stated he was present to discuss the TCAAP site. He explained he feared Native American
(Dakota) burials had occurred on the TCAAP property. He recommended an archeologist be
brought in to survey the site.
Chuck Kachel, 1520 Arden Place, stated he was also known as Ten Bears. He reported his friend
Josie Wales tried to talk some sense into the City Council regarding the Tobacco 21 issue. He
indicated 12 years ago the Council approved a smoke-free policy in its parks but with no
Ordinance in place this issue could not be enforced. He commented on the Tobacco 21 Ordinance
that was recently approved by the City of Arden Hills. He feared that the City had passed a
“boiler plate” Ordinance and discussed further how this Ordinance would impact local business
owners. He was of the opinion the Ordinance would not stop minors from using tobacco. He
suggested that the City consider limiting the purchase of sugary sodas for youth in the community
as this could reduce obesity and childhood diabetes. He recommended the City make its own
mind up on issues and not follow what other communities are doing. He reported cigarette use
among adults was down from 17% to 11%. He discussed how e-cigarette use was assisting adults
to stop smoking conventional cigarettes. He believed that the only thing the Tobacco 21
Ordinance would do, would be to inconvenience Arden Hills’ residents trying to legally purchase
flavored tobacco.
3. RESPONSE TO PUBLIC INQUIRIES
A. Public Inquiry Responses from March 25, 2019 City Council Meeting
City Administrator Perrault provided the Council with a response to the inquiries addressed at
the March 25 City Council meeting regarding the Lindey’s Park backstop and fence as well as
TCAAP questions.
4. PRESENTATION
A. 35W MnPASS Project Update
Mark Lindeberg, MnDOT, provided the Council with a presentation on the 35W MnPASS
project. He explained this project would take three years to complete and would impact 35W
from Highway 36 to Sunset Boulevard in Blaine. In addition, he noted five bridges would be
replaced. He commented on the staging overview for the portion of the project that would be
completed in 2019. He stated a great deal of work would be completed in the overnight hours.
The traffic impacts that would occur in the coming year were reviewed with the Council. He
reviewed the location of the noise walls in Arden Hills and noted these walls would be painted
upon completion of the project. He encouraged the public to visit MnDOT’s website to stay
informed on this project.
Mayor Grant asked if the closure of southbound Snelling Avenue to southbound Hamline
Avenue was permanent or temporary.
ARDEN HILLS CITY COUNCIL – A PRIL 22 , 2019 3
Mr. Lindeberg explained this would be a temporary closure for this construction season. He
stated MnDOT does have safety concerns with this roadway.
Councilmember McClung discussed the high levels of traffic along Highway 96 and encouraged
MnDOT to be monitoring this.
Councilmember Holden encouraged MnDOT to also monitor the traffic along Hamline Avenue.
B. Proclamation Recognizing May 19-25, 2019 as National Public Works Week
Mayor Grant read a proclamation in full for the record declaring May 19-25, 2019 as National
Public Works Week in the City of Arden Hills.
C. Proclamation Recognizing May 12-18, 2019 as National Police Week
Mayor Grant read a proclamation in full for the record declaring May 12-18, 2019 as National
Police Week in the City of Arden Hills.
5. STAFF COMMENTS
A. Rice Creek Commons (TCAAP) and Joint Development Authority (JDA) Update
City Administrator Perrault provided an update on TCAAP stating at the Ramsey County
Board meeting on April 2 the County Commissioners authorized the County Manager to pursue
all legal options to move the project forward. The County has requested the City voluntarily
terminate the JPA. He stated the City’s position remains the same and believes it is best to
continue to work under the confines of the JPA which was mutually agreed upon by the City and
the County back in 2012. He noted the next scheduled JDA meeting was Monday, May 6.
Councilmember Scott asked if the TCAAP development would be a 100% energy net neutral
site.
City Administrator Perrault commented it was his understanding the County was pursuing
different options with Xcel Energy for sustainable and environmentally friendly energy options.
Mayor Grant indicated the County has broken off all communication with the City regarding this
development.
Councilmember Holden reported the developer stated he was investigating geothermal options
about nine months ago. She stated she received an email stating the County was telling people in
its employment that the Arden Hills City Council never executed the JPA and therefore the
County can walk away from this development. She clarified for the record; the City has an
executed copy of the JPA available on the City’s website.
B. Transportation Update
ARDEN HILLS CITY COUNCIL – A PRIL 22 , 2019 4
Interim Public Works Director/City Engineer Polka thanked Mark Lindeberg for this update
on the 35W MnPASS project. She noted she was working with WSB and would be sending a
newsletter update to those living in the 2018 PMP project area.
6. APPROVAL OF MINUTES
A. March 18, 2019, City Council Work Session
B. March 18, 2019, Special Regular City Council
C. March 25, 2019, Regular City Council
Mayor Grant requested staff change the March 25 City Council minutes as was requested by Mr.
Larson.
MOTION: Councilmember Holden moved and Councilmember McClung seconded a
motion to approve the March 18, 2019, City Council Work Session meeting
minutes, March 18, 2019, Special Regular City Council meeting minutes; and
March 25, 2019, Regular City Council meeting minutes as amended. The
motion carried unanimously (4-0).
7. CONSENT CALENDAR
A. Motion to Approve Consent Agenda Item - Claims and Payroll
B. Motion to Approve First Quarter Financials
C. Motion to Approve 2020 Budget Calendar
D. Motion to Approve Springbrook Software Upgrade and Purchase of Licenses
E. Motion to Authorize Posting for Part-Time Customer Service Specialist
F. Motion to Authorize City Staff to Begin Summer Work Hours Beginning Tuesday,
May 28, 2019 and Concluding on Friday, August 30, 2019
G. Motion to Approve Resolution 2019-017 Approving a Premise Permit Application
for Minnesota Fastpitch Academy Foundation for Charitable Gambling at Welsch’s
Big Ten Tavern
H. Motion to Approve Planning Case 19-003 – 3900 Bethel Drive – Site Plan Review
I. Motion to Accept Resignation of Matt Dixon from Planning Commission
J. Motion to Approve Resolution 2019-012 Appointing Dan Dietz to the Parks, Trails
and Recreation Committee (PTRC)
K. Motion to Approve Resolut9ion 2019-013 Appointing Timothy Nelson to the
Parks, Trail and Recreation Committee (PTRC)
L. Motion to Approve Resolution 2019-014 Accepting a Donation from the Action
Hills Foundation
M. Motion to Approve Professional Services Agreement for Utility Monitoring and
Control-Design Phase – HR Green
N. Motion to Approve Purchase of Televising Camera Trailer
O. Motion to Approve Professional Services Agreement for Construction Services –
Highway 10 Watermain Replacement – TKDA
P. Motion to Approve Resolution 2019-015 Approving County State Aid Highway
(CSAH) 17 Designation with Ramsey County
ARDEN HILLS CITY COUNCIL – A PRIL 22 , 2019 5
Q. Motion to Authorize Amendment to Professional Services Agreement for
Construction Phase Services – Old Snelling Bridge Improvements – Kimley Horn
MOTION: Councilmember Holden moved and Councilmember McClung seconded a
motion to approve the Consent Calendar as presented and to authorize
execution of all necessary documents contained therein. The motion carried
unanimously (4-0).
8. PULLED CONSENT ITEMS
None.
9. PUBLIC HEARINGS
None.
10. NEW BUSINESS
None.
11. UNFINISHED BUSINESS
None.
12. COUNCIL COMMENTS
Councilmember Scott stated he met with Jason Isaacson and received an update from the
legislature.
Councilmember Scott reported he attended the City-sponsored Easter egg hunt. He thanked
Roberts Management for their sponsorship of this event.
Councilmember Scott stated on Wednesday, April 24 the USAF Jazz Band Ensemble would be
providing a free concert at the Benson Great Hall at Bethel University.
Councilmember Scott explained he would be attending a kid’s gala sponsored by the Lions on
Friday, April 26 at the Shoreview Community Center.
Councilmember Scott reported the Scoops for Troops Ice Cream Social would be held on
Sunday, April 28 beginning at 10:00 a.m. at the Army Readiness Center.
Councilmember Scott stated on Monday he would be attending a course called Expert Insights
on Inclusionary Zoning at the Federal Reserve Bank.
Councilmember Scott indicated he would be attending the NYFS Leadership Luncheon on
Wednesday, May 1 at Midland Hills Country Club in Roseville.
ARDEN HILLS CITY COUNCIL – A PRIL 22 , 2019 6
Councilmember Scott reported on Friday, May 3 he would be attending a webinar for budgeting
for municipal officials.
Councilmember McClung explained he read the majority leader of the United States Senate,
Mitch McConnell is going to be introducing a bill to raise the tobacco age to 21 nationally.
Councilmember Holden stated the playground equipment had been torn out of Cummings Park
and the new equipment should be installed mid-May.
Councilmember Holden commented the Council met with the Sheriff’s Department at a recent
worksession meeting. She encouraged residents to contact the Council with any questions they
may have for the Sheriff’s Department.
Councilmember Holden reported Boston Scientific is going to have another 400 to 500
employees moving to their campus in Arden Hills.
Councilmember Holden stated the City of Arden Hills had not heard from Blake Huffman for
146 days noting the City received a comment from Commissioner Huffman on February 4. She
reported it had been an additional 77 days that the City had not heard from Commissioner
Huffman.
Mayor Grant commented Boston Scientific was shutting down its Minnetonka facility and would
be moving those employees to Arden Hills. He discussed the renovations Boston Scientific was
proposing to make to their corporate campus.
Mayor Grant stated he presented to the North Chamber recently and updated this organization on
the Red Bulls and Boston Scientific. He was pleased to report the economy was in a positive
place right now.
Mayor Grant commented on the percentage of affordable housing in Arden Hills at this time,
noting this was 46.5%. He stated this was a leading percent in the metro area.
ADJOURN
MOTION: Councilmember McClung moved and Councilmember Holden seconded a
motion to adjourn. The motion carried unanimously (4-0).
Mayor Grant adjourned the Regular City Council Meeting at 8:02 p.m.
__________________________ __________________________
Julie Hanson David Grant
City Clerk Mayor
Page 1 of 1
CONSENT ITEM 7A
MEMORANDUM
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
Dave Perrault, City Administrator
FROM: Gayle Bauman, Finance Director
Pang Silseth, Accounting Analyst
SUBJECT: Claims & Payroll
Budgeted Amount: Actual Amount: Funding Source:
NA NA NA
Council Should Consider the Following Options:
A. Approve Claims and Payroll
Or
B. Reject Claims and Payroll
Supporting Documents:
Payroll
2019 Payroll #9 ……………………………………………………………. $102,381.76
Total Payroll $102,381.76
Accounts Payable Claims Through 05/10/2019
Paid Claims---04/19/2019 through 05/10/2019 (Check Nos. 48365-48431and ACH Checks) ……………………………... $645,997.06
Total Accounts Payable $645,997.06
Total Claims $748,378.82
CITY OF ARDEN HILLS
PAYROLL # 9
CHECKS DATED:05/03/19
Biweekly:04/13/19 - 04/26/19
EMPLOYEE DEDUCTIONS AMT.Payment Method
FIT 6,866.47 EFT
SIT 3,065.32 EFT
FICA Oasdi 4,222.57 EFT
FICA Medicare 987.51 EFT
TOTAL TAXES 15,141.87
Health Premium 1,655.66 A/P Check*
Dental Premium 168.81 A/P Check*
FSA Health Care Reimb.0.00 A/P Check*
FSA Dependent Care Reimb.208.33 A/P Check*
TOTAL FLEXIBLE SPENDING 2,032.80
HSA Health Saving 293.33
Health Care Savings Plan-Retirement 0.00 EFT
Health Care Savings Plan-2%350.42 EFT
Health Care Savings Plan-4%413.74 EFT
TOTAL HEALTH SAVINGS 1,057.49
PERA 3,875.34 EFT
ICMA 2,111.46 EFT
Central Pension Fund-Union 566.40 A/P Check*
MN State Retirement System 0.00 EFT
TOTAL RETIREMENT 6,553.20
IUOE 49 Dues (Union)140.00 A/P Check*
LTD/STD Insurance 1,153.35 A/P Check*
PERA Life Insurance 32.00 A/P Check*
Life/Addl/Dep Life 76.55 A/P Check*
Life/Addl 25.20
UNUM 19.51 A/P Check*
AFLAC 53.18 EFT
TOTAL VOLUNTARY 1,499.79
Total Employee Deductions 26,285.15
Net Payroll 0.00
Direct Deposit 44,880.41 EFT
Gross Payroll Tie-Out 71,165.56
Plus City Paid Benefit 31,216.20
TOTAL PAYROLL COST 102,381.76
FICA TIE-OUT
Gross Payroll 71,165.56
Less Total FSA 2,032.80
Less Total HAS 1,057.49
Less Voluntary Ins 78.38
Plus ICMA Employer 378.42
Net P/R Subject to FICA 68,375.31
FICA Oasdi @ 6.20%4,222.57
FICA Medicare @ 1.45%987.51
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.
103.20
103.20
1,578.13
4,471.55
378.42
4,849.97
19,474.82
1,578.13
5,210.08
18,856.28
618.54
CITY BENEFIT
4,222.57
987.51
Accounts Payable
User:
Printed:
pang.silseth
5/8/2019 1:49 PM
Checks by Date - Detail by Check Date
Check No Check DateVendor NameVendor No Check Amount
Invoice No ReferenceDescription
0243 Metropolitan Council-Waste Water 04/19/2019ACH
0001094769 May 2019 Wastewater May 2019 Wastewater 63,477.00
63,477.00Total for this ACH Check for Vendor 0243:
0292 Oxygen Service Company, Inc.04/19/2019ACH
03431806 March 2016 Rental March 2016 Rental 24.18
24.18Total for this ACH Check for Vendor 0292:
0320 Health Partners Inc.04/19/2019ACH
89048560 Dental May 2019 Dental May 2019 -36.84
89048560 Dental May 2019 Dental May 2019 904.47
867.63Total for this ACH Check for Vendor 0320:
0382 ICMA Retirement Trust - 106944 04/19/2019ACH
PR Batch 00200.04.2019 ICMA Employee Percent 401PR Batch 00200.04.2019 ICMA 327.96
PR Batch 00200.04.2019 ICMA Employer Percent 401PR Batch 00200.04.2019 ICMA 378.42
706.38Total for this ACH Check for Vendor 0382:
0387 ICMA Retirement Trust- #302482 04/19/2019ACH
PR Batch 00200.04.2019 ICMA Employee PercentPR Batch 00200.04.2019 ICMA 311.56
PR Batch 00200.04.2019 ICMA Employee DeductionPR Batch 00200.04.2019 ICMA 1,561.54
1,873.10Total for this ACH Check for Vendor 0387:
0922 North Suburban Access Corporation 04/19/2019ACH
2019-042 March 2019 Service March 2019 Service 552.80
552.80Total for this ACH Check for Vendor 0922:
1785 EcoEnvelopes LLC 04/19/2019ACH
1756 April 2019 UB Processing April 2019 UB Processing 290.46
1756 April 2019 UB Processing April 2019 UB Processing 290.47
1756 April 2019 UB Processing April 2019 UB Processing 290.46
871.39Total for this ACH Check for Vendor 1785:
8029 MMKR & Corp, PA 04/19/2019ACH
45755 2018 Audit Services 573.00
45755 2018 Audit Services 459.00
45755 2018 Audit Services 401.00
45755 2018 Audit Services 2,560.00
45755 2018 Audit Services 459.00
45755 2018 Audit Services 2,484.00
45755 2018 Audit Services 2,560.00
45755 2018 Audit Services 2,560.00
45755 2018 Audit Services 2,560.00
45755 2018 Audit Services 2,559.00
Page 1AP Checks by Date - Detail by Check Date (5/8/2019 1:49 PM)
Check No Check DateVendor NameVendor No Check Amount
Invoice No ReferenceDescription
17,175.00Total for this ACH Check for Vendor 8029:
8371 Alliant Engineering, Inc 04/19/201948365
PC17-012 PC 17-012 Escrow Release PC 17-012 Escrow Release 433.97
433.97Total for Check Number 48365:
5593 American Legal Publishing Corp. 04/19/201948366
0127689 Internet Renewal to May 2020 Internet Renewal to May 2020 495.00
495.00Total for Check Number 48366:
0131 Beisswenger's How-To Store 04/19/201948367
149057 Garage Supplies Garage Supplies 21.40
149108 Garage Supplies Garage Supplies 21.99
43.39Total for Check Number 48367:
0719 City of St. Paul 04/19/201948368
IN34227 Asphalt Mix Asphalt Mix 1,397.70
1,397.70Total for Check Number 48368:
10270 Collins Electrical Construction Corp 04/19/201948369
5833 Hazelnut Electrical Connection Hazelnut Electrical Connection 913.38
913.38Total for Check Number 48369:
1033 Comcast 04/19/201948370
44271.0419 Service 4/21-5/20 Service 4/21-5/20 6.29
6.29Total for Check Number 48370:
1081 Copperhead Innovations LLC 04/19/201948371
11674 EZ T-Probe EZ T-Probe 627.36
627.36Total for Check Number 48371:
DEED Dept of Employment & Econ Dev 04/19/201948372
12641389 Q1 2019 Expense Q1 2019 Expense 647.23
12641389 Q1 2019 Expense Q1 2019 Expense 43.15
12641389 Q1 2019 Expense Q1 2019 Expense 647.23
12641389 Q1 2019 Expense Q1 2019 Expense 862.97
12641389 Q1 2019 Expense Q1 2019 Expense 388.34
12641389 Q1 2019 Expense Q1 2019 Expense 862.97
3,451.89Total for Check Number 48372:
0841 Ehlers & Associates, Inc.04/19/201948373
79795 TCAAP March 2019 TCAAP March 2019 245.00
245.00Total for Check Number 48373:
10218 HR Green Inc.04/19/201948374
125728 Service Through Mar 29, 2019 Service Through Mar 29, 2019 1,924.50
125729 Utility Monitoring & Control through Mar 29, 2019Service Through Mar 29, 2019 590.62
125729 Utility Monitoring & Control through Mar 29, 2019Service Through Mar 29, 2019 590.63
3,105.75Total for Check Number 48374:
0447 I.U.O.E Local 49 Benefit Fund-Insurance 04/19/201948375
4172019 April 2019 Insurance April & May 2019 Premiums 1,240.00
Page 2AP Checks by Date - Detail by Check Date (5/8/2019 1:49 PM)
Check No Check DateVendor NameVendor No Check Amount
Invoice No ReferenceDescription
4172019 May 2019 Insurance April & May 2019 Premiums 1,240.00
2,480.00Total for Check Number 48375:
0811 Ramsey County 04/19/201948376
FLEET-000467 March 2019 Fuel Purchase March 2019 Fuel Purchase 2,419.68
PUBW-017767 Q1 2019 Brine Solution March 2019 Fuel Purchase 382.74
PUBW-017774 Q1 2019 Road Salt Q1 2019 Road Salt 27,061.95
29,864.37Total for Check Number 48376:
6748 Reliance Standard 04/19/201948377
GL154938.0419 May 2019 Premium May 2019 Premium 1,475.03
1,475.03Total for Check Number 48377:
10238 Roadkill Animal Control 04/19/201948378
04152019 Jan 2019 Service Jan 2019 Service 119.00
119.00Total for Check Number 48378:
10301 Nate Short 04/19/201948379
04112019 Mailbox Repair Mailbox Repair 85.00
85.00Total for Check Number 48379:
3099 Tri-State Bobcat, Inc.-Little Canada 04/19/201948380
S24871 24" Planer-Milling Attachment 24" Planer-Milling Attachment 15,469.30
15,469.30Total for Check Number 48380:
145,759.91Total for 4/19/2019:
0192 Grainger, Inc 04/26/2019ACH
9147691282 Garage Supplies Garage Supplies 95.92
9148558209 Park Supplies Garage Supplies 386.10
482.02Total for this ACH Check for Vendor 0192:
0319 City of Roseville 04/26/2019ACH
0225947 Adobe Acrobat Subscription-JF Adobe Acrobat Subscription 52.00
0225964 Adobe Acrobat Subscription-TH Adobe Acrobat Subscription 52.00
104.00Total for this ACH Check for Vendor 0319:
0576 TimeSaver Off Site Secretarial Inc. 04/26/2019ACH
M24628 April 3rd Planning Commission Meeting April 3rd Planning Commission Meeting 155.75
155.75Total for this ACH Check for Vendor 0576:
0750 Verizon Wireless 04/26/2019ACH
9827925945 Service 4/11-5/10 Service 4/11-5/10 1,177.85
1,177.85Total for this ACH Check for Vendor 0750:
0772 ESS Brothers & Sons, Inc.04/26/2019ACH
ZZ1472 Aqua Seal Tubes Aqua Seal Tubes 470.00
470.00Total for this ACH Check for Vendor 0772:
1125 Bolton & Menk, Inc.04/26/2019ACH
Page 3AP Checks by Date - Detail by Check Date (5/8/2019 1:49 PM)
Check No Check DateVendor NameVendor No Check Amount
Invoice No ReferenceDescription
0222670 Aug 2018 Planning Services Aug 2018 Planning Services 7,405.20
0222670 Aug 2018 Planning Services Aug 2018 Planning Services 462.83
0222670 Aug 2018 Planning Services Aug 2018 Planning Services 462.82
0222670 Aug 2018 Planning Services Aug 2018 Planning Services 925.65
9,256.50Total for this ACH Check for Vendor 1125:
1223 Adam's Pest Control, Inc. 04/26/2019ACH
2773948 Pest Control April 2019 Pest Control April 2019 66.29
66.29Total for this ACH Check for Vendor 1223:
CANON Canon Financial Services Inc. 04/26/2019ACH
19951692 Copier May 2019 Copier May 2019 214.42
19951692 Copier May 2019 Copier May 2019 1,215.08
1,429.50Total for this ACH Check for Vendor CANON:
JOHC Johnson Controls Inc. 04/26/2019ACH
1-85794628565 Service Panic Alarm Service Panic Alarm 331.20
331.20Total for this ACH Check for Vendor JOHC:
0131 Beisswenger's How-To Store 04/26/201948382
150703 Garage Supplies Garage Supplies 52.76
52.76Total for Check Number 48382:
10300 Keri Bloyer 04/26/201948383
04182019 Refund: City Hall Room Rental Refund: City Hall Room Rental 45.00
45.00Total for Check Number 48383:
1193 Further Inc.04/26/201948384
1344917 Participant Fee April 2019 Participant Fee April 2019 55.65
55.65Total for Check Number 48384:
0477 Gathering Place Lutheran Ministries 04/26/201948385
1 Snowplowing 2018-2019 Snowplowing 2018-2019 1,500.00
1,500.00Total for Check Number 48385:
0447 I.U.O.E Local 49 Benefit Fund-Insurance 04/26/201948386
04242019 Insurance May 2019 Insurance April & May 2019 1,240.00
04242019 Insurance April 2019 Insurance April & May 2019 1,240.00
2,480.00Total for Check Number 48386:
8034 Municipals 04/26/201948387
04192019 2019 Spring Conference-S.Johnson 2019 Spring Conference-S.Johnson 70.00
70.00Total for Check Number 48387:
0155 Office of MN IT Services 04/26/201948388
W19030583 March 2019 Phone March 2019 Phone 777.24
777.24Total for Check Number 48388:
0811 Ramsey County 04/26/201948389
04042019 Q1 2019 Soil & Water Conservation Inspections Q1 2019 Soil & Water Conservation Inspections 1,524.98
04042019 Q1 2019 Soil & Water Conservation Inspections Q1 2019 Soil & Water Conservation Inspections 28.80
FLEET-000473 March 2019 Service & Parts March 2019 Service & Parts 3,960.00
Page 4AP Checks by Date - Detail by Check Date (5/8/2019 1:49 PM)
Check No Check DateVendor NameVendor No Check Amount
Invoice No ReferenceDescription
FLEET-000473 March 2019 Service & Parts March 2019 Service & Parts 3,904.53
PRRRV-001099 Special Assessments Special Assessments 90.00
PRRRV-001099 Special Assessments Special Assessments 700.00
PRRRV-001099 Special Assessments Special Assessments 90.00
PRRRV-001099 Special Assessments Special Assessments 10.00
PRRRV-001099 Special Assessments Special Assessments 90.00
10,398.31Total for Check Number 48389:
UB*00254 Roberts Development 04/26/201948390
Refund Check 10,623.51
10,623.51Total for Check Number 48390:
5576 Schindler Elevator Corp.04/26/201948391
7152913157 Elevator Service, Down Call Button Elevator Service, Down Call Button 195.48
195.48Total for Check Number 48391:
0327 Staples Business Advantage 04/26/201948392
3409909820 Office Supplies Office Supplies 61.99
3409909820 Office Supplies Office Supplies 14.09
76.08Total for Check Number 48392:
39,747.14Total for 4/26/2019:
0192 Grainger, Inc 05/03/2019ACH
9152981545 Truck Equipment Truck Equipment 521.73
9161796181 Truck Equipment Truck Equipment 457.80
979.53Total for this ACH Check for Vendor 0192:
0243 Metropolitan Council-Waste Water 05/03/2019ACH
0001095736 2019 Permit Fee 2019 Permit Fee 425.00
425.00Total for this ACH Check for Vendor 0243:
0319 City of Roseville 05/03/2019ACH
0225967 Q1 2019 Water Purchase IT Support April 2019 190,779.21
0225970 Phone Services April 2019 Phone Services April 2019 407.00
0226005 IT Support April 2019 IT Support April 2019 4,598.00
195,784.21Total for this ACH Check for Vendor 0319:
0382 ICMA Retirement Trust - 106944 05/03/2019ACH
PR Batch 00100.05.2019 ICMA Employer Percent 401PR Batch 00100.05.2019 ICMA 378.42
PR Batch 00100.05.2019 ICMA Employee Percent 401PR Batch 00100.05.2019 ICMA 327.96
706.38Total for this ACH Check for Vendor 0382:
0387 ICMA Retirement Trust- #302482 05/03/2019ACH
PR Batch 00100.05.2019 ICMA Employee DeductionPR Batch 00100.05.2019 ICMA 1,561.54
PR Batch 00100.05.2019 ICMA Employee PercentPR Batch 00100.05.2019 ICMA 221.96
1,783.50Total for this ACH Check for Vendor 0387:
0706 Certified Laboratories Inc.05/03/2019ACH
3522193 Park Supplies Park Supplies 1,659.75
3525162 temp/seasonals-safety/clothing temp/seasonals-safety/clothing 889.05
Page 5AP Checks by Date - Detail by Check Date (5/8/2019 1:49 PM)
Check No Check DateVendor NameVendor No Check Amount
Invoice No ReferenceDescription
2,548.80Total for this ACH Check for Vendor 0706:
1115 WSB & Associates, Inc.05/03/2019ACH
0-003455-200-25 2040 Comp Plan-March 2019 2040 Comp Plan-March 2019 487.50
R-010111-000-22 2018 Street&Utility-March 2019 2018 Street&Utility-March 2019 3,264.00
R-012452-000-8 Cummings Park Playground-March 2019 Cummings Park Playground-March 2019 495.00
R-013559-000-3 2019 GIS-March 2019 2019 GIS-March 2019 783.00
R-013782-000-1 Acting DPW/CE-March 2019 Acting DPW/CE-March 2019 112.50
R-013782-000-1 Acting DPW/CE-March 2019 Acting DPW/CE-March 2019 450.00
R-013782-000-1 Acting DPW/CE-March 2019 Acting DPW/CE-March 2019 187.50
R-013782-000-1 Acting DPW/CE-March 2019 Acting DPW/CE-March 2019 187.50
R-013782-000-1 Acting DPW/CE-March 2019 Acting DPW/CE-March 2019 750.00
R-013782-000-1 Acting DPW/CE-March 2019 Acting DPW/CE-March 2019 750.00
R-013782-000-1 Acting DPW/CE-March 2019 Acting DPW/CE-March 2019 375.00
R-013782-000-1 Acting DPW/CE-March 2019 Acting DPW/CE-March 2019 750.00
R-013782-000-1 Acting DPW/CE-March 2019 Acting DPW/CE-March 2019 187.50
R-013805-000-1 Cummings Park Volleyball-March 2019 Cummings Park Volleyball-March 2019 345.25
9,124.75Total for this ACH Check for Vendor 1115:
1252 Campbell Knutson - Attorneys at Law 05/03/2019ACH
3231G-0319 March Legal Services March Legal Services 261.50
3231G-0319 March Legal Services March Legal Services 1,576.10
3231G-0319 March Legal Services March Legal Services 248.00
3231G-0319 March Legal Services March Legal Services 2,375.80
4,461.40Total for this ACH Check for Vendor 1252:
2226 Sharrow Lifting Products 05/03/2019ACH
128148 Trailer Supplies Trailer Supplies 211.00
128153 Garage Supplies Garage Supplies 48.13
259.13Total for this ACH Check for Vendor 2226:
4889 Community Footworks 05/03/2019ACH
05012019 May 2019 Foot Clinic May 2019 Foot Clinic 224.00
224.00Total for this ACH Check for Vendor 4889:
5587 CES Imaging Inc.05/03/2019ACH
INV099507 Paper Rolls Paper Rolls 14.95
14.95Total for this ACH Check for Vendor 5587:
5665 Metering & Technology Solution Inc. 05/03/2019ACH
14107 Backflow Preventer Backflow Preventer 1,078.92
1,078.92Total for this ACH Check for Vendor 5665:
6060 Batteries Plus 05/03/2019ACH
P13841159 Sewer Supplies Sewer Supplies 47.90
47.90Total for this ACH Check for Vendor 6060:
7025 On Site Companies -OSSTC Inc. 05/03/2019ACH
0000743492 Restrooms May 2019 Restrooms May 2019 285.00
285.00Total for this ACH Check for Vendor 7025:
8870 Chet's Shoes Inc.05/03/2019ACH
41343 Boots-Joe F Boots-Joe F 175.00
Page 6AP Checks by Date - Detail by Check Date (5/8/2019 1:49 PM)
Check No Check DateVendor NameVendor No Check Amount
Invoice No ReferenceDescription
175.00Total for this ACH Check for Vendor 8870:
8884 Cascade Engineering Inc.05/03/2019ACH
30416486 Recycling Supplies Recycling Supplies 851.00
851.00Total for this ACH Check for Vendor 8884:
JOHC Johnson Controls Inc.05/03/2019ACH
1-85889269913 City Hall Repair-Actuator/Thermostat City Hall Repair 1,686.00
1-85913487680 City Hall Repair-AV Room City Hall Repair-AV Room 486.50
2,172.50Total for this ACH Check for Vendor JOHC:
TOII Tokle Inspections, Inc 05/03/2019ACH
05022019 April 2019 Electrical Inspections April 2019 Electrical Inspections 1,441.60
1,441.60Total for this ACH Check for Vendor TOII:
10303 All Furniture 05/03/201948393
42174 Lobby Furniture Lobby Furniture 2,580.00
2,580.00Total for Check Number 48393:
5593 American Legal Publishing Corp. 05/03/201948394
0127776 Code of Ordinances Supplement Pages Code of Ordinances Supplement Pages 54.00
54.00Total for Check Number 48394:
10302 ASDCO Construction Supply 05/03/201948395
530310 Paint Paint 33.00
530565 Concrete Mix Concrete Mix 370.83
403.83Total for Check Number 48395:
0131 Beisswenger's How-To Store 05/03/201948396
153362 Park Supplies Park Supplies 33.98
153853 Street Supplies Street Supplies 56.56
90.54Total for Check Number 48396:
CPF1 Central Pension Fund 05/03/201948397
184503.0419 April 2019 Pension April 2019 Pension 921.60
921.60Total for Check Number 48397:
5901 Century Plumbing, Inc.05/03/201948398
3449 City Hall Repair City Hall Repair 850.00
850.00Total for Check Number 48398:
10305 Dan Dietz 05/03/201948399
05012019 Reimbursement-Floral Park Garden Reimbursement-Floral Park Garden 64.28
64.28Total for Check Number 48399:
4999 Hirshfield's Paint Mfg., Inc.05/03/201948400
0000608-IN Athletic Field Striping Athletic Field Striping 1,512.50
1,512.50Total for Check Number 48400:
10308 Timothy Horita 05/03/201948401
04252019 Escrow Refund: PC17-029, 3685 New Brighton RoadEscrow Refund: PC17-029, 3685 New Brighton Road 2,819.00
Page 7AP Checks by Date - Detail by Check Date (5/8/2019 1:49 PM)
Check No Check DateVendor NameVendor No Check Amount
Invoice No ReferenceDescription
2,819.00Total for Check Number 48401:
0447 I.U.O.E Local 49 Benefit Fund-Insurance 05/03/201948402
05152019.IUOE June 2019 Insurance June 2019 Insurance 1,402.00
05152019IUOE June 2019 Insurance June 2019 Insurance 9,920.00
11,322.00Total for Check Number 48402:
8081 Kimley-Horn and Associates, Inc 05/03/201948403
13518008 TCAAP Service March 2019 TCAAP Service March 2019 6,905.89
6,905.89Total for Check Number 48403:
10306 Judy & Howard McDermott 05/03/201948404
04302019 Mailbox Repair Mailbox Repair 73.89
73.89Total for Check Number 48404:
10236 Minnesota Petroleum Service 05/03/201948405
0000055420 Lift Inspection Lift Inspection 90.00
90.00Total for Check Number 48405:
1900 Mounds View Public School District 05/03/201948406
7467 Facility Rental-VH Elementary Facility Rental-VH Elementary 29.70
7468 Facility Rental-VH Elementary Facility Rental-VH Elementary 29.70
7469 Facility Rental-VH Elementary Facility Rental-VH Elementary 29.70
7471 Facility Rental-VH Elementary Facility Rental-VH Elementary 29.70
7511 Facility Rental-Chippewa MS Facility Rental-Chippewa MS 99.00
217.80Total for Check Number 48406:
0600 NCPERS Group Life Ins 05/03/201948407
315800052019 May 2019 Premium May 2019 Premium 64.00
64.00Total for Check Number 48407:
10307 Northridge Landscapes 05/03/201948408
04262019 Escrow Refund: GE2018-01156, 1482 Bussard CourtEscrow Refund: GE2018-01156, 1482 Bussard Court 3,675.00
3,675.00Total for Check Number 48408:
10304 Playpower LT Farmington 05/03/201948409
1400231609 Cummings Park Play Structure Cummings Park Play Structure 60,000.00
60,000.00Total for Check Number 48409:
3100 Provident Life and Accident Ins Co 05/03/201948410
E0471136.0419 April 2019 Premium April 2019 Premium 39.02
39.02Total for Check Number 48410:
0811 Ramsey County 05/03/201948411
EMCOM-007641 Fleet Support April 2019 Fleet Support April 2019 24.96
EMCOM-007677 911 Dispatch April 2019 911 Dispatch April 2019 3,552.56
EMCOM-007694 CAD Services April 2019 CAD Services April 2019 728.15
4,305.67Total for Check Number 48411:
0282 Republic Services Inc. #899 05/03/201948412
0899-003371977 Recycling April 2019 Recycling April 2019 8,062.08
Page 8AP Checks by Date - Detail by Check Date (5/8/2019 1:49 PM)
Check No Check DateVendor NameVendor No Check Amount
Invoice No ReferenceDescription
8,062.08Total for Check Number 48412:
5576 Schindler Elevator Corp.05/03/201948413
8105056487 Annual Elevator Inspection Annual Elevator Inspection 1,082.16
1,082.16Total for Check Number 48413:
0327 Staples Business Advantage 05/03/201948414
3410743646 Office Supplies Office Supplies 55.46
3411167207 Office Supplies Office Supplies 62.09
3411305775 Office Supplies Office Supplies 55.49
3411305776 Office Supplies Office Supplies 16.99
190.03Total for Check Number 48414:
0336 T.A. Schifksy & Sons, Inc.05/03/201948415
64301 Asphat Mix Asphat Mix 63.05
63.05Total for Check Number 48415:
6555 TKDA Inc.05/03/201948416
002019001180 Highway 10 Watermain March 2019 Highway 10 Watermain March 2019 17.35
17.35Total for Check Number 48416:
327,767.26Total for 5/3/2019:
0189 Gopher State One-Call, Inc.05/10/2019ACH
9040183 April 2019 Locates April 2019 Locates 107.10
9040183 April 2019 Locates April 2019 Locates 107.10
9040183 April 2019 Locates April 2019 Locates 107.10
321.30Total for this ACH Check for Vendor 0189:
0225 Lillie Suburban Newspapers Inc. 05/10/2019ACH
173.0419 Ordinance 2019-003 April 2019 Publication 34.50
173.0419 PC 18-014 April 2019 Publication 60.38
94.88Total for this ACH Check for Vendor 0225:
0285 Xcel Energy 05/10/2019ACH
635945318 3/18/2019-4/16/2019 1,800.87
635945318 3/18/2019-4/16/2019 46.52
635945318 3/18/2019-4/16/2019 1,265.51
635945318 3/18/2019-4/16/2019 1,470.71
635945318 3/18/2019-4/16/2019 214.93
635945318 3/18/2019-4/16/2019 1,722.71
635945318 3/18/2019-4/16/2019 948.79
7,470.04Total for this ACH Check for Vendor 0285:
0319 City of Roseville 05/10/2019ACH
0226048 Phone Services May 2019 Phone Services May 2019 407.00
0226083 IT Support May 2019 IT Support May 2019 4,598.00
5,005.00Total for this ACH Check for Vendor 0319:
0478 Truck Utilities Mfg. Company Inc. 05/10/2019ACH
5337931 Strobe Lights for 2019 F150 Strobe Lights for 2019 F150 1,430.00
Page 9AP Checks by Date - Detail by Check Date (5/8/2019 1:49 PM)
Check No Check DateVendor NameVendor No Check Amount
Invoice No ReferenceDescription
1,430.00Total for this ACH Check for Vendor 0478:
0549 Able Hose & Rubber LLC Inc.05/10/2019ACH
213953-001 Sewer Supplies Sewer Supplies 88.54
88.54Total for this ACH Check for Vendor 0549:
0576 TimeSaver Off Site Secretarial Inc. 05/10/2019ACH
M24674 April 22 Council Meeting April 22 Council Meeting 145.00
145.00Total for this ACH Check for Vendor 0576:
0761 Electric Pump, Inc 05/10/2019ACH
0065308-IN Impellar for FLYGT Repair Impellar for FLYGT Repair 3,334.00
3,334.00Total for this ACH Check for Vendor 0761:
0772 ESS Brothers & Sons, Inc.05/10/2019ACH
ZZ1600 Street Supplies Street Supplies 296.00
296.00Total for this ACH Check for Vendor 0772:
1125 Bolton & Menk, Inc.05/10/2019ACH
0231854 Colleen Avenue Drainage Colleen Avenue Drainage 7,932.50
0231855 Hazelnut Park Hazelnut Park 10,413.50
18,346.00Total for this ACH Check for Vendor 1125:
1330 MN CLN SERVICES Inc.05/10/2019ACH
0519NN01 Janitorial Services-April 2019 Janitorial Services-April 2019 1,554.58
1,554.58Total for this ACH Check for Vendor 1330:
1408 Supply Solutions LLC 05/10/2019ACH
22845 City Hall Supplies City Hall Supplies 171.89
171.89Total for this ACH Check for Vendor 1408:
5587 CES Imaging Inc.05/10/2019ACH
INV100207 April 2019 Supplies April 2019 Rental 2.10
INV100207 April 2019 Rental April 2019 Rental 60.00
62.10Total for this ACH Check for Vendor 5587:
7025 On Site Companies -OSSTC Inc. 05/10/2019ACH
0000749241 Restorooms 4/29-5/17 Restorooms 4/29-5/17 198.16
198.16Total for this ACH Check for Vendor 7025:
7501 Kelly & Lemmons, P.A.05/10/2019ACH
50891 April 2019 Prosecution April 2019 Prosecution 2,675.30
2,675.30Total for this ACH Check for Vendor 7501:
8032 Pace Analytical Field Svc Inc.05/10/2019ACH
1219-1761 April 2019 Drinking Water Survey April 2019 Drinking Water Survey 711.75
711.75Total for this ACH Check for Vendor 8032:
MRPA Minnesota Recreation & Park Association 05/10/2019ACH
05072019 Adult Summer Softball League Fee Adult Summer Softball League Fee 154.00
Page 10AP Checks by Date - Detail by Check Date (5/8/2019 1:49 PM)
Check No Check DateVendor NameVendor No Check Amount
Invoice No ReferenceDescription
154.00Total for this ACH Check for Vendor MRPA:
2597 AARP 05/10/201948417
05072019 May 2019 Driver Safety Class May 2019 Driver Safety Class 130.00
130.00Total for Check Number 48417:
0131 Beisswenger's How-To Store 05/10/201948418
158552 Garage Supplies Garage Supplies 71.72
71.72Total for Check Number 48418:
10310 Brenda Goldman 05/10/201948419
05022019 Reimbursement: Fence Post Damage Reimbursement: Fence Post Damage 10.70
10.70Total for Check Number 48419:
9045 Happy Feet Dance Company LLC 05/10/201948420
05022019 Winter/Spring Dance Lessons Winter/Spring Dance Lessons 3,315.50
3,315.50Total for Check Number 48420:
IDAI Ideal Advertising, Inc 05/10/201948421
47181 Track T-Shirts/Sweatshirts Track T-Shirts/Sweatshirts 332.00
332.00Total for Check Number 48421:
10309 Yung Le 05/10/201948422
2019-00285 Refund: Permit 2019-00285 Cancelled Refund: Permit 2019-00285 Cancelled 2.00
2019-00285 Refund: Permit 2019-00285 Cancelled Refund: Permit 2019-00285 Cancelled 87.25
89.25Total for Check Number 48422:
10286 Minnesota Occupational Health 05/10/201948423
314156 Drug Screening Drug Screening 252.00
314156 Drug Screening Drug Screening 124.00
376.00Total for Check Number 48423:
10279 Neofunds Inc.05/10/201948424
6418.042019 Postage Postage 1,000.00
1,000.00Total for Check Number 48424:
6252 Office Depot 05/10/201948425
2299355657 Office Supplies Office Supplies 40.73
40.73Total for Check Number 48425:
0811 Ramsey County 05/10/201948426
PUBW-017797 Salt Purchase April 2019 Salt Purchase April 2019 580.59
SHRF CREDIT Law Enforcement Credit 2018 Law Enforcement Credit 2018 -30,599.00
SHRF CREDIT Law Enforcement Credit 2018 Law Enforcement Credit 2018 -32,032.00
SHRF CREDIT Law Enforcement Credit 2018 Law Enforcement Credit 2018 -45,561.00
SHRF CREDIT Law Enforcement Credit 2018 Law Enforcement Credit 2018 -15,086.00
SHRFL-001754 Law Enforcement Services-March 2019 Law Enforcement-March 2019 103,437.74
SHRFL-001779 Law Enforcement Services-April 2019 Law Enforcement-April 2019 103,437.74
84,178.07Total for Check Number 48426:
0327 Staples Business Advantage 05/10/201948427
3411675142 Desk Desk 308.17
Page 11AP Checks by Date - Detail by Check Date (5/8/2019 1:49 PM)
Check No Check DateVendor NameVendor No Check Amount
Invoice No ReferenceDescription
3411877253 Office Supplies Desk 9.19
3411877253 Office Supplies Desk 53.70
3411877256 Office Supplies Office Supplies 9.96
3412150973 Office Supplies Office Supplies 30.09
411.11Total for Check Number 48427:
0925 T-Mobile 05/10/201948428
841463567.0419 Service 4/2-5/1 Service 4/2-5/1 28.70
28.70Total for Check Number 48428:
3099 Tri-State Bobcat, Inc.-Little Canada 05/10/201948429
A57044 Safety Equipment-Hard Hats Safety Equipment-Hard Hats 103.90
103.90Total for Check Number 48429:
1300 UniFirst Corporation 05/10/201948430
090 0481088 May 2019 Mat Service May 2019 Mat Service 126.53
126.53Total for Check Number 48430:
10277 Williams Scotsman, Inc.05/10/201948431
6713647 Hazelnut May 2019 Hazelnut May 2019 450.00
450.00Total for Check Number 48431:
132,722.75Total for 5/10/2019:
Report Total (118 checks): 645,997.06
Page 12AP Checks by Date - Detail by Check Date (5/8/2019 1:49 PM)
CONSENT ITEM – 7B
MEMORANDUM
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
Dave Perrault, City Administrator
FROM: Gayle Bauman, Finance Director
SUBJECT: Approve 2018 City Financial Statements & Audit
Budgeted Amount: Actual Amount: Funding Source:
N/A N/A N/A
Council Should Consider
Motion to accept the 2018 City of Arden Hills financial report and audit results as presented.
Background/Discussion
The 2018 financial statements and audit results are completed and a presentation is scheduled to
be made to the City Council by the City’s auditor, Aaron Neilson of MMKR, as previously noted
in a preceding agenda item.
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
FROM: Dave Perrault, City Administrator
SUBJECT: Ramsey County Sheriff Expenditures
Budgeted Amount: Estimated Amount: Funding Source:
$0 $22,902 General Fund
Council Should Consider
Council should consider approving the additional expenditures requested by the Ramsey County
Sheriff’s Department.
Background
The Ramsey County Sheriff has submitted three additional cost requests for the 2019 budget
year. The background information is attached and a summary of the items and their costs for the
City is below.
-Body Camera Implementation ($13,793) – The Sheriff is planning on rolling out body cameras
in July of 2019, this was not originally planned for until 2020. The total cost to the Sheriff for
the contract cities is $239,699; the Sheriff’s office is proposing additional cost sharing, which
would reduce the cities’ cost to $100,164, or $13,793 for Arden Hills. The cities will be
responsible for the ongoing costs in 2020 and beyond, which is estimated to be $170,000 in
2020, or approximately $23,400 for Arden Hills.
-Automatic External Defibrillators (AEDs) ($5,728) – The Sheriff is proposing to replace their
outdated or end of life AEDs (the AEDs are approximately fifteen years old) in the contract
cities, which equates to approximately twenty units.
-Ballistic Tactical Shields ($3,381) – The Sheriff is requesting eight additional shields for the
contract cities to improve response time in the case of critical events.
None of these items are included in the 2019 budget, but it is anticipated that they will have
minimal, if any, impact on the 2019 budget. For the past two years, expenditures have come in
under budget by at least $32,000. We are expecting similar results in 2019.
Attachment
Attachment A: Ramsey County Sheriff Memo – Body Cameras
Attachment B: Ramsey County Sheriff Memo – AED Replacement
Attachment C: Ramsey County Sheriff Memo – Ballistic Tactical Shields
CONSENT ITEM – 7C
MEMORANDUM
CONSENT ITEM – 7D
City of Arden Hills
City Council Meeting for May 13, 2019
P:\Planning\Recycling & Garbage\2019\JPA Renewal
Page 1 of 2
MEMORANDUM
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
Dave Perrault, City Administrator
FROM: Mike Mrosla, City Planner
SUBJECT: Ramsey County Joint Powers Agreement for Recycling Funding
Action Request
Approve the Ramsey County Joint Powers Agreement for Recycling Funding for July 1, 2019,
through December 31, 2024.
Background
In 1999, 2004, 2009, and 2014, the City of Arden Hills approved a Joint Powers Agreement
(JPA) with Ramsey County for the collection of the residential recycling fee. The residential
recycling fee is a special assessment on the property tax statement, which was set by the City at
$51.50 per participating household in 2019. The County collects this revenue and transfers it to
the City for deposit into the recycling enterprise fund. The revenue is only used for the
residential recycling and community cleanup program. The recycling program is entirely funded
by this fee and the SCORE Grant from Ramsey County.
The existing JPA was approved in 2014 and is set to expire on June 30, 2019. The County has
the same JPA with the cities of Lauderdale, New Brighton, North Oaks, St. Paul, and Shoreview.
The proposed JPA is also a five year agreement that would begin on July 1, 2019, and expire on
December 31, 2024.
The notable changes to the new JPA include:
•The City shall comply with all requirements as laid out in the 2019 SCORE grant
agreement and all forthcoming SCORE grant agreements through the duration of this
Agreement.
CONSENT ITEM – 7D
City of Arden Hills
City Council Meeting for May 13, 2019
P:\Planning\Recycling & Garbage\2019\JPA Renewal
Page 2 of 2
If the City determines that there is a better method for collecting the fee prior to the expiration of
the proposed JPA in 2024, the City can terminate the JPA without cause with 180 days notice to
the County. In the future, the City could consider applying the recycling fee to utility bills;
however, the City would want to weigh the County administrative fee against the cost of
additional City staff time.
The City Attorney has reviewed the JPA and did not have any changes.
Recommendation
Motion to approve the Ramsey County Joint Powers Agreement for Recycling Funding for July
1, 2019, through December 31, 2024.
Attachment
A.Existing Joint Powers Agreement with Ramsey County
B.Proposed Joint Powers Agreement with Ramsey County
1
JOINT POWERS AGREEMENT FOR RECYCLING FUNDING
This Agreement is between the County of Ramsey, (“County”), and the City of Arden Hills
(“City”).
WHEREAS, Ramsey County requires municipalities to assure recycling service is available to
all residents at their place of residence; and,
WHEREAS, Ramsey County requires each municipality to be responsible for developing a long-
term financing mechanism to fund its residential recycling program; and,
WHEREAS, the County has authority, pursuant to Minnesota Statutes §§ 473.811 and 400.08, to
collect just and reasonable rates and charges for solid waste management services provided by
the County or by others under contract with the County; and,
WHEREAS, the City desires to finance its recycling program by assessing individual property
owners within the City for the costs of its program utilizing the County’s solid waste
management service charge authority under contract with the County;
NOW, THEREFORE, IT IS AGREED:
I. CITY OBLIGATIONS
A. The City shall comply with all requirements as laid out in the 2019 SCORE grant
agreement and all forthcoming SCORE grant agreements through the duration of this
Agreement.
B. The City shall comply with Minnesota Statutes §§ 115A.46 and 115A.471 when
arranging for the management of mixed municipal solid waste (MSW), including MSW
from City-owned, operated or leased properties, and assure delivery of such waste to a
waste processing facility for resource recovery.
C. The City shall apply funds collected by the County on behalf of the City, pursuant to this
Agreement, hereafter described as recycling service charge funds, to residential recycling
and related activities. Recycling service charge funds may be used for the recycling
portion of residential clean-up events and curbside collections, recycled product
procurement, recycling collection bins, costs of providing a recyclable material drop-off
center, management of tree and shrub waste, source-separated organics collection and
associated costs, educational materials, or other costs consistent with the County’s Solid
Waste Management Master Plan and approved by Saint Paul – Ramsey County Public
Health (“the Department”). Administrative costs associated with the City’s solid waste
and recycling program are eligible, but must first be approved by the Department.
2
The City may apply recycling service charge funds collected by the County on behalf of
the City, pursuant to this Agreement, to non-residential recycling costs so long as fees are
charged to non-residential properties for this service. Recycling service charge funds
may be used for non-residential recycling costs, source-separated compostable material
collection and associated costs, or other costs consistent with the County’s Solid Waste
Management Master Plan and approved by Saint Paul – Ramsey County Public Health.
D. On or before December 1 of each year the City shall provide the Department with a
recycling budget which details eligible costs for the subsequent year. The budget shall
show how all SCORE funds to be distributed to the City by the County for recycling
service are proposed to be used.
E. The City shall pay the County the actual costs of administering the City’s recycling
service charge. The County’s actual costs will include but are not limited to the costs of
computer programming and the Ramsey County Property Tax, Records and Election
Services Department’s direct overhead costs attributable to providing these services. The
City shall pay the County within thirty (30) days of receipt of the County’s invoice.
F. On or before December 1 of each year, or on such other date as may be agreeable to the
parties during the term of this Agreement, the City shall provide the County with a
spreadsheet identifying property identification numbers (PINS), parcel types, recycling
service charge rates and other requested information to be applied to each property.
II. COUNTY OBLIGATIONS
After receipt of the recycling service charge rates from the City, the County shall list the City’s
recycling charge on the property owners’ tax statements, and shall label the charge as
“Recycling.”
III. TERM
The Term of this Agreement is July 1, 2019 through December 31, 2024.
IV. TERMINATION
A. FOR CAUSE. In the event that the City fails to comply with the terms of this
Agreement, or any statutory requirements, ordinances and/or plans related to this
Agreement, the County may terminate this Agreement. In the event that the County
exercises its right to terminate this Agreement for cause, the County shall submit written
3
notice to the City specifying the reasons for termination and the date upon which the
termination becomes effective.
B. WITHOUT CAUSE. This Agreement may be terminated by either party without cause,
on one hundred-eighty (180) days written notice to the other party.
C. OTHER EVENTS. In the event of a loss in funding or that the County’s authority to
provide the services contemplated in this Agreement is modified or repealed this
Agreement immediately terminates.
V. ACCESS TO DOCUMENTS
Until the expiration of six years after this Agreement terminates, the City shall make available to
the County, the State Auditor or the County’s ultimate funding source, a copy of this Agreement
and books, documents, records and accounting procedures and practices of the City relating to
this Agreement.
VI. HOLD HARMLESS
Each party agrees to defend, indemnify and hold the other party harmless from any costs, claims,
demands, actions or causes of action, including reasonable attorneys’ fees, arising out of any act
or omission on the part of the party or any of its agents or employees in the performance of or
with relation to any of the work or services provided by the party under the terms of this
Agreement. Nothing in this Agreement shall constitute a waiver by either party of any
limitations or exceptions of liability under Minnesota Statutes Chapter 466.
VII. EQUAL EMPLOYMENT OPPORTUNITY
Each party agrees to comply with all federal, state and local laws, resolutions, ordinances, rules,
regulations and executive orders pertaining to unlawful discrimination on account of race, color,
creed, religion, national origin, sex, sexual preference, marital status, status with regard to public
assistance, disability or age. When required by law and requested by the other party, each party
shall furnish a written affirmative action plan to the other party.
VIII. DATA PRACTICES
All data collected, created, received, maintained or disseminated for any purpose in the course of
either party’s performance of this Agreement is governed by the Minnesota Government Data
4
Practices Act, Minnesota Statutes Chapter 13, and rules adopted to implement the Act. The
parties agree to abide strictly by these statutes, rules and regulations.
WHEREFORE, this Agreement is duly executed on the last date written below.
RAMSEY COUNTY CITY OF ARDEN HILLS
By:
Jim McDonough, Chair Print Name:
Ramsey County Board of Commissioners Title: _______________________________
____________________________________
Janet M. Guthrie, Chief Clerk
Ramsey County Board of Commissioners
Date: _______________________________ Date: _______________________________
Approved as to form and insurance:
Assistant County Attorney
CONSENT ITEM - 7E
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
Dave Perrault, City Administrator
FROM: Sara Knoll, Parks and Recreation Coordinator
Sue Polka, Public Works Director / City Engineer
SUBJECT: Accepting Donation from the Arden Hills Foundation
Background
The Arden Hills Foundation has been established as a 501c3 organization. Pursuant to Minnesota
Statutes Section 465.03 for the benefit of its citizens, cities are authorized to accept gifts and
bequests for the benefits of recreational services.
Discussion
The Arden Hills Foundation has donated $650.00 to the City of Arden Hills for a new park bench
and plaque. This donation was given to the Arden Hills Foundation from Roberts Management
Group (Roberts Family Foundation). To comply with State Statutes, the City needs to acknowledge
the donation and issue receipt of the donation to the Arden Hills Foundation.
Staff Recommendation
Motion to Approve Resolution 2019-016 Accepting a Donation from the Arden Hills Foundation
in the Amount of $650.00.
Attachment
Attachment A: Resolution 2019-016
MEMORANDUM
CITY OF ARDEN HILLS
COUNTY OF RAMSEY
STATE OF MINNESOTA
RESOLUTION NO. 2019-016
A RESOLUTION ACCEPTING DONATION
WHEREAS, Arden Hills (“City”) is generally authorized to accept donations of real and
personal property pursuant to Minnesota Statutes Section 465.03 for the benefit of its citizens, and
is specifically authorized to accept gifts and bequests for the benefit of recreational services
pursuant to Minnesota Statutes Section 471.17; and
WHEREAS, The following entity has offered to contribute the cash amount set forth
below to the city:
Name of Donor Amount
Arden Hills Foundation $650.00
WHEREAS, All such donations have been contributed to assist the City in the
establishment and operation of recreational facilities and programs either alone or in cooperation
with others, as allowed by law; and
WHEREAS, The City Council finds that it is appropriate to accept the donations offered.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF ARDEN HILLS, MINNESOTA, THAT:
1. The donation described above is accepted and shall be used to establish recreational
facilities either alone or in cooperation with others, as allowed by law.
2. The city clerk is hereby directed to issue receipts to each donor acknowledging the
City’s receipt of the donor’s donation.
PASSED AND ADOPTED on this 13th day of May, 2019.
_______________________________
David Grant, Mayor
ATTEST:
______________________________________
Julie Hanson, City Clerk
Page 1 of 1
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
David Perrault, City Administrator
FROM: Sue Polka, Interim Public Works Director/City Engineer
SUBJECT: State of Minnesota Income Contract – Institution Community Work Crew
Budgeted Amount: Actual Amount: Funding Sources:
N/A General Fund
Council Should Consider
Entering into a contract with the State of Minnesota for the Institution Community Work Crew (ICWC)
program (Attachment A).
Background/Discussion
Staff has met with the Department of Corrections regarding the ICWC program. The program provides
for a crew leader and up to ten (10) offender crewmembers for ten (10) hours/day to complete a
predetermined work plan. This program is utilized by several cities in the metro area including
Shoreview, Blaine, Minnetonka and others ranging from full-time crews, crew sharing between cities,
and a part-time, overtime basis.
To determine how the program will work for the City of Arden Hills, staff is proposing to utilize the
crew on a part-time, overtime basis. Staff has compiled an initial work plan consisting of the following
projects listed below and shown on Attachment B:
• Clear buckthorn at Hazelnut and Cummings Park
• Re-roof picnic shelters at Hazelnut and Cummings Park
• Weed and re-plant medians on Highway 96
• Remove old chain link fences at Freeway and Perry Parks
The crew will complete the work on Friday, Saturday and Sunday at a cost of $75/hour, which is the
part-time, overtime rate. As the crew completes the tasks listed above, staff will determine if additional
tasks are available. Please note that there will also be overtime staff costs to transport the buckthorn and
fencing from the parks to disposal sites, roofing materials for the picnic shelters, and landscaping items
as needed for the Highway 96 medians.
Attachments
Attachment A – Contract
Attachment B – Maps
CONSENT ITEM – 7F
MEMORANDUM
Income Contract No. __________
(Provided by Department of Administration)
STATE OF MINNESOTA
INCOME CONTRACT
This contract is between the State of Minnesota, acting through its Commissioner of Corrections, Institution
Community Work Crew (“State”), and the City of Arden Hills, 1245 West Highway 96, Arden Hills, MN
55112 (Purchaser").
Recitals
1. Under Minn. Stat. §241.278 the State is empowered to enter into income contracts.
2. The Purchaser is in need of an Institution Community Work Crew (ICWC).
3. The State represents that it is duly qualified and agrees to provide the services described in this contract.
Contract
1 Term of Contract
1.1 Effective date: March 1, 2019, or the date the State obtains all required signatures under
Minnesota Statutes Section 16C.05, subdivision 2, whichever is later.
1.2 Expiration date: April 30, 2020, or until all obligations have been satisfactorily fulfilled,
whichever occurs first.
2 State’s Duties
The State will:
2.1 Provide crew leader(s) who will supervise up to ten (10) offender crewmembers per ten (10) hour
days of work on dates mutually agreed between parties, including the hour’s crew leaders spend for
daily preparation and communication.
2.2 In coordination with the Purchaser, train each work crew in safety principles and techniques set
forth by the Purchaser and applicable federal, state and local agency requirements. Purchaser
agrees that the State has the responsibility and authority to refuse selected projects if it considers
the projects beyond the skill level of the crewmembers and/or unsafe to perform.
2.3 Provide required personal safety equipment and clothing needed for specific work.
2.4 Screen projects to ensure that appropriate staff are assigned.
3 Purchaser’s Duties
The Purchaser will
3.1 Obtain all necessary permits or licenses or special authority for all projects that utilize ICWC labor.
3.2 Assign all work and coordinate material purchases and delivery through the ICWC crew leader for
projects to be performed by the State.
3.3 Hire any subcontractors utilized in the project.
3.4 Provide utilities at the work site and set up accounts for the purchase of materials and rental of
specialized tools or equipment needed for the work.
3.5 Meet with the State as necessary to provide project information needed by the State in the
performance of its’ duties.
4 Payment
4.1 The Purchaser agrees to pay Seventy-Five dollars and 00/100 ($75.00) for each overtime hour
worked by the ICWC crew, as its share of the cost of providing a crew leader and placing the work
crew into service on the ICWC program during the term of this agreement. Payment will be made
no later than the 23rd day following the last day of the billing period.
Revised 9/02
1
5 Authorized Representatives
The State's Authorized Representative is Scott Miller, ICWC Supervisor or his successor.
The Purchaser’s Authorized Representative is Sue Polka, Public Works Director/City Eng or her successor.
6 Liability
Each party will be responsible for its own acts and omissions and the results thereof.
7 Amendments, Waiver, and Contract Complete
7.1 Amendments. Any amendment to this contract must be in writing and will not be effective until it
has been executed and approved by the same parties who executed and approved the original
contract, or their successors in office.
7.2 Waiver. If the State fails to enforce any provision of this contract, that failure does not waive the
provision or its right to enforce it.
7.3 Contract Complete. This contract contains all negotiations and agreements between the State and
the Purchaser. No other understanding regarding this contract, whether written or oral, may be
used to bind either party.
8 Government Data Practices
The Purchaser must comply with the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, as it
applies to all data provided by the State under this contract. The civil remedies of Minn. Stat. § 13.08 apply
to the release of the data referred to in this clause by either the Purchaser or the State.
If the Purchaser receives a request to release the data referred to in this Clause, the Purchaser must
immediately notify the State. The State will give the Purchaser instructions concerning the release of the
data to the requesting party before the data is released.
9 Publicity
Any publicity regarding the subject matter of this contract must not be released without prior written
approval from the State’s Authorized Representative.
10 Audit
Under Minn. Stat. Section 16C.05, subd. 5, the Purchaser’s books, records, documents, and accounting
procedures and practices relevant to this contract are subject to examination by the State and/or the State
Auditor or Legislative Auditor, as appropriate, for a total of six years.
11 Governing Law, Jurisdiction, and Venue
Minnesota law, without regard to its choice-of-law provisions, governs this contract. Venue for all legal
proceedings out of this contract, or its breach, must be in the appropriate state or federal court with
competent jurisdiction in Ramsey County, Minnesota.
12 Termination
Either party may terminate this agreement at any time, with or without cause, upon 30 days’ written notice
to the other party.
Revised 9/02
2
1. PURCHASER
The Purchaser certifies that the appropriate person(s)
have executed the contract on behalf of the Purchaser
as required by applicable articles, bylaws, resolutions,
or ordinances.
By
Title
Date
By
Title
Date
2. STATE AGENCY
With delegated authority
By
Title
Date
3. Commissioner of Administration
As delegated to Materials Management Division
By
Date
Distribution
DOC Financial Services Unit – Original (fully executed) contract
Purchaser
State’s Authorized Representative
Budget Officer of Authorized Representative
Department of Administration – Materials Management Division
Revised 9/02
3
Freeway Park Fence Removal
Legend
Municipal Boundary
City Mask
May 7, 2019
Map Powered by DataLink
from WSB & Associates
1 in = 47 ft
±
FENCE REMOVAL
Freeway Park Fence Removal
Legend
Municipal Boundary
City Mask
May 7, 2019
Map Powered by DataLink
from WSB & Associates
1 in = 94 ft
±
Page 1 of 1
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
David Perrault, City Administrator
FROM: Sue Polka, Interim Public Works Director/City Engineer
SUBJECT: 2018 Street and Utility Improvement Project – Payment No. 8
Budgeted Amount: Actual Amount: Funding Sources:
$3,300,000 $2,573,644.39 PIR, Special Assessments,
Utility Funds
Council Should Consider
The City Council is requested to approve Payment No. 8 for the 2018 Street and Utility
Improvement Project to Northwest Asphalt, Inc.in the amount of $3,705.00.
Background/Discussion
On March 26, 2018, the City Council adopted Resolution 2018-034 Awarding the 2018 Street
and Utility Improvement Project to Northwest Asphalt, Inc. in the amount of $2,491,595.86. On
June 25, 2018, the City Council approved the first payment in the amount of $83,641.23. On
August 13, 2018, the City Council approved the second payment in the amount of $323,681.84.
On September 10, 2018, the City Council approved the third payment in the amount of
$415,613.28. On October 8, 2018, the City Council approved the fourth payment in the amount
of $500,053.88. On November 13, 2018, the City Council approved the fifth payment in the
amount of $701,522.89. On December 10, 2018, the City Council approved the sixth payment in
the amount of $97,754.92. On January 14, 2019, the City Council approved the seventh payment
in the amount of $66,787.38.
The project is approximately 90% complete with all work complete except for final wear course
paving and final restoration items. Five percent is being withheld from the work completed in
accordance with the contract documents. The eighth payment is in the amount of $3,705.00.
WSB has provided a recommendation to pay the eighth voucher (Attachment A). Staff
recommends that Council approve Payment No. 8 (Attachment B).
Attachments
Attachment A: WSB Letter
Attachment B: Payment No. 8
CONSENT ITEM – 7G
MEMORANDUM
K:\010111-000\Admin\Construction Admin\Pay Vouchers\R-010111-000 CST LTR VO 8 CTY-s polka-041519.docx
April 15, 2019
Ms. Sue Polka, PE
Public Works Director/City Engineer
City of Arden Hills
1245 West Highway 96
Arden Hills, MN 55112
Re: Construction Pay Voucher No. 8
2018 Street and Utility Improvement Project
City Project No. PW-17-0102
City of Arden Hills, MN
WSB Project No. R-010111-000
Dear Ms. Polka:
Please find enclosed Construction Pay Voucher No. 8 in the amount of $3,705.00 for the above-
referenced project. The quantities completed to date have been reviewed and agreed upon by
the contractor, and we hereby recommend that the City of Arden Hills approve Construction Pay
Voucher No. 8 in the amount of $3,705.00 for Northwest Asphalt, Inc. Once processed, please
keep one copy for your records and return two copies to our office, one for the contractor and one
for our files.
If you have any questions or comments regarding the enclosed, please contact me at
763.762.2801. Thank you.
Sincerely,
WSB
Kelsey Gelhar, EIT
Project Engineer
Attachments
srb 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM
1 06/04/2018 06/15/2018 $88,043.40 $4,402.17 $83,641.23
2 06/16/2018 07/27/2018 $340,717.73 $17,035.89 $323,681.84
3 07/28/2018 08/24/2018 $437,487.66 $21,874.38 $415,613.28
4 08/25/2018 09/21/2018 $526,372.50 $26,318.62 $500,053.88
5 09/22/2018 10/27/2018 $738,445.15 $36,922.26 $701,522.89
6 10/28/2018 12/05/2018 $102,899.92 $5,145.00 $97,754.92
7 12/06/2018 01/04/2019 $70,302.50 $3,515.12 $66,787.38
8 01/05/2019 04/15/2019 $3,900.00 $195.00 $3,705.00
Totals: $2,308,168.86 $115,408.44 $2,192,760.42
R-010111-000 Payment Summary
No. From Date To Date Work Certified
Per Pay Voucher
Amount Retained
Per Pay Voucher
Amount Paid
Per Pay Voucher
UNF 2,308,168.86 115,408.44 2,189,055.42 3,705.00 2,192,760.42
Totals: $2,308,168.86 $115,408.44 $2,189,055.42 $3,705.00 $2,192,760.42
R-010111-000 Funding Category Report
Funding
Category
No.
Work
Certified
To Date
Less
Amount
Retained
Less
Previous
Payments
Amount Paid
This
Pay Voucher
Total
Amount Paid
To Date
UNF Unfunded 3,705.00 2,573,644.39 2,491,595.86 2,192,760.42
Totals: $3,705.00 $2,573,644.39 $2,491,595.86 $2,192,760.42
R-010111-000 Funding Source Report
Accounting
No.
Funding
Source
Amount Paid
This
Pay Voucher
Revised
Contract
Amount
Funds
Encumbered
To Date
Paid To
Contractor
To Date
CITY OF ARDEN HILLS
1245 West Highway 96
Arden Hills, MN 55112
Project No. R-010111-000
Pay Voucher No. 8
Page 2
SCHEDULE A. SURFACE IMPROVEMENTS - FULL RECONSTRUCTION AREA
1 2021.501 MOBILIZATION LS $144,317.00 1 0 $0.00 1 $144,317.00
2 2101.502 CLEARING TREE $250.00 16 0 $0.00 25 $6,250.00
3 2101.507 GRUBBING TREE $310.00 16 0 $0.00 22 $6,820.00
4 2104.501 REMOVE
CONCRETE CURB L F $4.00 420 0 $0.00 205 $820.00
5 2104.503 REMOVE
CONCRETE WALK S F $1.00 160 0 $0.00 66 $66.00
6 2104.505
REMOVE
BITUMINOUS
PAVEMENT
S Y $0.95 18030 0 $0.00 17880 $16,986.00
7 2104.505
REMOVE
BITUMINOUS
DRIVEWAY
PAVEMENT
S Y $5.00 750 0 $0.00 789.3 $3,946.50
8 2104.505
REMOVE
CONCRETE
DRIVEWAY
PAVEMENT
S Y $7.50 840 0 $0.00 1017.4 $7,630.50
9 2104.509 REMOVE SIGN EACH $35.00 12 0 $0.00 6 $210.00
10 2104.513
SAWING BIT
PAVEMENT (FULL
DEPTH)
L F $2.50 190 0 $0.00 206 $515.00
11 2104.601
SALVAGE AND
REINSTALL
LANDSCAPE
STRUCTURES
LS $5,000.00 1 0 $0.00 0 $0.00
12 2104.602
SALVAGE AND
REINSTALL
MAILBOX
EACH $80.00 58 0 $0.00 58 $4,640.00
13 2104.603
SALVAGE &
REINSTALL
RETAINING WALL
S F $20.00 60 0 $0.00 0 $0.00
14 2104.618
SALVAGE AND
REINSTALL BRICK
PAVERS
S F $10.00 550 0 $0.00 220 $2,200.00
15 2105.501
COMMON
EXCAVATION (CV)
(P)
C Y $16.45 5400 0 $0.00 5400 $88,830.00
16 2105.507 SUBGRADE
EXCAVATION (CV)C Y $16.45 6200 0 $0.00 6147.45 $101,125.55
17 2105.522
SELECT
GRANULAR
BORROW (CV)
C Y $25.50 6200 0 $0.00 5822.45 $148,472.48
18 2105.604 GEOTEXTILE
FABRIC TYPE V S Y $1.25 18400 0 $0.00 17372 $21,715.00
19 2112.501 SUBGRADE
PREPARATION RDST $200.00 42 0 $0.00 42 $8,400.00
20 2123.610 STREET
SWEEPER (WITH HOUR $135.00 30 0 $0.00 198.25 $26,763.75
R-010111-000 Project Material Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Pay
Voucher
Amount
This
Pay
Voucher
Quantity
To Date
Amount
To Date
CITY OF ARDEN HILLS
1245 West Highway 96
Arden Hills, MN 55112
Project No. R-010111-000
Pay Voucher No. 8
Page 3
PICKUP BROOM)
21 2130.501 WATER MGAL $35.00 70 0 $0.00 0 $0.00
22 2131.502
CALCIUM
CHLORIDE
SOLUTION
GAL $1.50 5361 0 $0.00 0 $0.00
23 2211.501 AGGREGATE
BASE CLASS 5 TON $14.03 8070 0 $0.00 9244.15 $129,695.42
24 2331.607
HAUL BIT
PAVEMENT
RECLAMATION
(LV)
C Y $11.37 180 0 $0.00 581 $6,605.97
25 2357.502
BITUMINOUS
MATERIAL FOR
TACK COAT
GAL $2.50 750 0 $0.00 80 $200.00
26 2360.501
TYPE SP 9.5
WEARING
COURSE MIX (2,B)
TON $56.01 1260 0 $0.00 17 $952.17
27 2360.501
TYPE SP 9.5
WEARING
COURSE MIX (2,B)
(3.0" THICK)-BIT
D/W
S Y $29.55 750 0 $0.00 665.7 $19,671.44
28 2360.502
TYPE SP 12.5 NON
WEAR COURSE
MIX (2,B)
TON $52.56 1680 0 $0.00 1703 $89,509.68
29 2360.505
TYPE SP 12.5 BIT
MIXTURE FOR
PATCHING
TON $100.00 70 0 $0.00 15.58 $1,558.00
30 2504.602 IRRIGATION
SYSTEM REPAIR EACH $300.00 12 0 $0.00 20 $6,000.00
31 2505.601 UTILITY
COORDINATION LS $500.00 1 0 $0.00 0.5 $250.00
32 2521.501 4" CONCRETE
WALK S F $4.75 160 0 $0.00 68 $323.00
33 2531.501
CONCRETE CURB
& GUTTER
DESIGN B618
L F $12.00 9190 0 $0.00 9276 $111,312.00
34 2531.507
6" CONCRETE
DRIVEWAY
PAVEMENT
S Y $56.15 1950 0 $0.00 1647.8 $92,523.97
35 2531.604 7" CONCRETE
VALLEY GUTTER S Y $62.50 83 0 $0.00 0 $0.00
36 2563.601 TRAFFIC
CONTROL LS $3,900.00 1 0 $0.00 0.75 $2,925.00
37 2540.602 MAIL BOX
(TEMPORARY)EACH $35.00 58 0 $0.00 69 $2,415.00
38 2564.531 SIGN PANELS
TYPE C S F $45.00 38 0 $0.00 0 $0.00
39 2564.602 INSTALL SIGN
TYPE SPECIAL EACH $150.00 6 0 $0.00 0 $0.00
R-010111-000 Project Material Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Pay
Voucher
Amount
This
Pay
Voucher
Quantity
To Date
Amount
To Date
CITY OF ARDEN HILLS
1245 West Highway 96
Arden Hills, MN 55112
Project No. R-010111-000
Pay Voucher No. 8
Page 4
40 2572.502 CLEAN ROOT
CUTTING L F $8.00 150 0 $0.00 0 $0.00
41 2573.502 SILT FENCE, TYPE
MS L F $1.90 1370 0 $0.00 36 $68.40
42 2573.530
STORM DRAIN
INLET
PROTECTION
EACH $95.00 48 0 $0.00 54 $5,130.00
43 2573.533
SEDIMENT
CONTROL LOG
TYPE WOOD
FIBER
L F $3.00 3723 0 $0.00 740 $2,220.00
44 2573.533
SEDIMENT
CONTROL LOG
TYPE ROCK
L F $7.50 150 0 $0.00 0 $0.00
45 2573.535
STABILIZED
CONSTRUCTION
EXIT
LS $5,000.00 1 0 $0.00 1 $5,000.00
46 2574.508 FERTILIZER TYPE
3 LB $0.75 460 0 $0.00 550 $412.50
47 2574.525
BOULEVARD
TOPSOIL
BORROW
C Y $21.00 1230 0 $0.00 1098 $23,058.00
48 2575.505 SODDING TYPE
LAWN S Y $4.15 10040 0 $0.00 12389 $51,414.35
49 2575.523
EROSION
CONTROL
BLANKETS
CATEGORY 3
S Y $1.65 2508 0 $0.00 500 $825.00
50 2575.535 WATER (TURF
ESTABLISHMENT)MGAL $15.00 170 0 $0.00 0 $0.00
51 2575.560 HYDRAULIC
MULCH MATRIX LB $0.50 5700 0 $0.00 2200 $1,100.00
52 2582.502 4" SOLID LINE
EPOXY L F $1.00 20 0 $0.00 0 $0.00
53 2582.502 4" DBLE SOLID
LINE EPOXY L F $1.00 20 0 $0.00 0 $0.00
54 2582.503 CROSSWALK
EPOXY S F $3.41 275 0 $0.00 0 $0.00
Totals For Section SCHEDULE A. SURFACE IMPROVEMENTS -
FULL RECONSTRUCTION AREA:$0.00 $1,142,877.68
SCHEDULE B. SANITARY SEWER IMPROVEMENTS - FULL RECONSTRUCTION AREA
55 2104.501 REMOVE SEWER
PIPE (SANITARY)L F $10.00 60 0 $0.00 86 $860.00
56 2104.501
REMOVE
SANITARY
SERVICE PIPE
L F $3.00 200 0 $0.00 11 $33.00
57 2104.509 REMOVE
MANHOLE EACH $400.00 2 0 $0.00 0 $0.00
58 2104.509 REMOVE
CASTING EACH $75.00 29 0 $0.00 21 $1,575.00
R-010111-000 Project Material Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Pay
Voucher
Amount
This
Pay
Voucher
Quantity
To Date
Amount
To Date
CITY OF ARDEN HILLS
1245 West Highway 96
Arden Hills, MN 55112
Project No. R-010111-000
Pay Voucher No. 8
Page 5
59 2105.601 DEWATERING LS $0.01 1 0 $0.00 0 $0.00
60 2123.610 UTILITY CREW HOUR $750.00 5 0 $0.00 1.36 $1,020.00
61 2503.602
CONNECT TO
EXISTING
SANITARY SEWER
EACH $768.00 3 0 $0.00 4 $3,072.00
62 2503.602
CONNECT TO
EXISTING
SANITARY SEWER
SER
EACH $508.50 10 0 $0.00 1 $508.50
63 2503.602 8"X4" PVC WYE EACH $616.00 5 0 $0.00 1 $616.00
64 2503.602 12"X4" PVC WYE EACH $806.00 5 0 $0.00 0 $0.00
65 2503.603 8" PVC PIPE
SEWER - SDR 35 L F $83.25 60 0 $0.00 86 $7,159.50
66 2503.603 4" PVC PIPE
SEWER - SDR 26 L F $30.60 260 0 $0.00 11 $336.60
67 2503.603
8" CURED-IN-
PLACE PIPE
SYSTEM
L F $26.90 640 0 $0.00 0 $0.00
68 2503.603
12" CURED-IN-
PLACE PIPE
SYSTEM
L F $52.90 690 0 $0.00 814 $43,060.60
69 2503.602
LATERAL
CONNECTION
HAT
EACH $3,105.30 20 0 $0.00 7 $21,737.10
70 2503.603 TELEVISE
SANITARY SEWER L F $1.20 2745 0 $0.00 1464 $1,756.80
71 2506.502
RECONSTRUCT
SANITARY SEWER
MANHOLE
L F $390.00 104 0 $0.00 39.25 $15,307.50
72 2506.516 CASTING
ASSEMBLY EACH $900.00 29 0 $0.00 21 $18,900.00
73 2506.603
CONSTRUCT 48"
DIA SANITARY
MANHOLE
L F $381.00 50 0 $0.00 0 $0.00
Totals For Section SCHEDULE B. SANITARY SEWER
IMPROVEMENTS - FULL RECONSTRUCTION AREA:$0.00 $115,942.60
SCHEDULE C. WATER MAIN IMPROVEMENTS - FULL RECONSTRUCTION AREA
74 2104.501 REMOVE WATER
MAIN L F $6.00 3220 0 $0.00 3009 $18,054.00
75 2104.501 REMOVE WATER
SERVICE PIPE L F $3.00 2500 0 $0.00 2264 $6,792.00
76 2104.509 REMOVE CURB
STOP & BOX EACH $50.00 68 0 $0.00 68 $3,400.00
77 2104.509 REMOVE GATE
VALVE & BOX EACH $75.00 8 0 $0.00 8 $600.00
78 2104.509 REMOVE
HYDRANT EACH $150.00 14 0 $0.00 14 $2,100.00
79 2104.603 ABANDON WATER
MAIN L F $6.00 1210 0 $0.00 1190 $7,140.00
R-010111-000 Project Material Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Pay
Voucher
Amount
This
Pay
Voucher
Quantity
To Date
Amount
To Date
CITY OF ARDEN HILLS
1245 West Highway 96
Arden Hills, MN 55112
Project No. R-010111-000
Pay Voucher No. 8
Page 6
80 2105.601 DEWATERING LS $0.01 1 0 $0.00 0 $0.00
81 2123.610 UTILITY CREW HOUR $750.00 10 0 $0.00 1.3 $975.00
82 2504.601
TEMPORARY
WATER SERVICE -
A
LS $5,700.00 1 0 $0.00 1 $5,700.00
83 2504.601
TEMPORARY
WATER SERVICE -
B
LS $5,700.00 1 0 $0.00 1 $5,700.00
84 2504.602
CONNECT TO
EXISTING WATER
MAIN
EACH $1,265.00 5 0 $0.00 5 $6,325.00
85 2504.602
CONNECT TO
EXISTING WATER
SERVICE
EACH $350.00 68 0 $0.00 69 $24,150.00
86 2504.602 1" CORPORATION
STOP EACH $306.00 68 0 $0.00 69 $21,114.00
87 2504.602 1" CURB STOP &
BOX EACH $415.00 68 0 $0.00 68 $28,220.00
88 2504.602 INSTALL
HYDRANT EACH $3,580.00 14 0 $0.00 14 $50,120.00
89 2504.602 6" GATE VALVE &
BOX EACH $1,405.00 14 0 $0.00 14 $19,670.00
90 2504.602 8" GATE VALVE &
BOX EACH $1,866.00 13 0 $0.00 13 $24,258.00
91 2504.602 CURB BOX
CASTING EACH $130.00 5 0 $0.00 2 $260.00
92 2504.603 1" TYPE K
COPPER PIPE L F $29.62 2610 0 $0.00 2601 $77,041.62
93 2504.603
6" WATERMAIN
DUCTILE IRON CL
52
L F $36.10 190 0 $0.00 170 $6,137.00
94 2504.603 8" PVC C900
WATER MAIN L F $31.61 4470 0 $0.00 4391 $138,799.51
95 2504.603
8" PVC
WATERMAIN
(DIRECTIONAL
DRILLED)
L F $209.50 60 0 $0.00 60 $12,570.00
96 2504.604 4" POLYSTYRENE
INSULATION S Y $41.91 70 0 $0.00 52 $2,179.32
97 2504.608 DUCTILE IRON
FITTINGS LB $3.73 6130 0 $0.00 5529 $20,623.17
Totals For Section SCHEDULE C. WATER MAIN IMPROVEMENTS -
FULL RECONSTRUCTION AREA:$0.00 $481,928.62
SCHEDULE D. DRAINAGE IMPROVEMENTS - FULL RECONSTRUCTION AREA
98 2104.501 REMOVE SEWER
PIPE (STORM)L F $8.00 810 0 $0.00 922 $7,376.00
99 2104.509
REMOVE
DRAINAGE
STRUCTURE
EACH $400.00 7 0 $0.00 8 $3,200.00
R-010111-000 Project Material Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Pay
Voucher
Amount
This
Pay
Voucher
Quantity
To Date
Amount
To Date
CITY OF ARDEN HILLS
1245 West Highway 96
Arden Hills, MN 55112
Project No. R-010111-000
Pay Voucher No. 8
Page 7
100 2104.509 REMOVE PIPE
APRON EACH $150.00 3 0 $0.00 2 $300.00
101 2104.525 ABANDON
MANHOLE EACH $400.00 1 0 $0.00 0 $0.00
102 2104.603 ABANDON STORM
SEWER L F $15.00 140 0 $0.00 304 $4,560.00
103 2105.601 DEWATERING LS $0.01 1 0 $0.00 0 $0.00
104 2123.610 UTILITY CREW HOUR $750.00 10 0 $0.00 0 $0.00
105 2501.515 12" RC PIPE
APRON EACH $776.00 2 0 $0.00 2 $1,552.00
106 2501.515 15" RC PIPE
APRON EACH $1,015.00 2 0 $0.00 2 $2,030.00
107 2501.515 18" RC PIPE
APRON EACH $1,145.00 1 0 $0.00 1 $1,145.00
108 2501.515 15" GS PIPE
APRON EACH $261.00 1 0 $0.00 0 $0.00
109 2501.515 24" GS PIPE
APRON EACH $457.00 1 0 $0.00 0 $0.00
110 2501.525
22" SPAN RC
PIPE-ARCH
APRON
EACH $1,273.00 2 0 $0.00 3 $3,819.00
111 2502.541 4" PERF PE PIPE
DRAIN L F $12.85 1150 0 $0.00 1194 $15,342.90
112 2502.602 8" PVC PIPE
DRAIN CLEANOUT EACH $247.00 1 0 $0.00 0 $0.00
113 2501.521
22" SPAN RC
PIPE-ARCH CULV
CL IIA
L F $66.60 310 0 $0.00 401 $26,706.60
114 2503.511 12" RC PIPE
SEWER CLASS V L F $38.01 630 0 $0.00 597 $22,691.97
115 2503.511 15" RC PIPE
SEWER CLASS V L F $38.40 1170 0 $0.00 1267 $48,652.80
116 2503.511 18" RC PIPE
SEWER CLASS III L F $41.61 520 0 $0.00 420 $17,476.20
117 2503.511 21" RC PIPE
SEWER CLASS III L F $47.86 72 0 $0.00 40 $1,914.40
118 2503.511 24" RC PIPE
SEWER CLASS III L F $51.32 29 0 $0.00 29 $1,488.28
119 2503.602
CONNECT TO
EXISTING STORM
SEWER
EACH $750.00 2 0 $0.00 3 $2,250.00
120 2503.603 8" HDPE PIPE
SEWER L F $29.89 103 0 $0.00 79.45 $2,374.76
121 2503.603 15" HDPE PIPE
SEWER L F $32.80 192 0 $0.00 192 $6,297.60
122 2503.603 24" HDPE PIPE
SEWER L F $43.19 375 0 $0.00 331 $14,295.89
CONST
DRAINAGE
R-010111-000 Project Material Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Pay
Voucher
Amount
This
Pay
Voucher
Quantity
To Date
Amount
To Date
CITY OF ARDEN HILLS
1245 West Highway 96
Arden Hills, MN 55112
Project No. R-010111-000
Pay Voucher No. 8
Page 8
123 2506.501 STRUCTURE
DESIGN N L F $274.00 14.3 0 $0.00 19.1 $5,233.40
124 2506.501
CONST
DRAINAGE
STRUCTURE DES
48-4020
L F $320.00 134.4 0 $0.00 135 $43,200.00
125 2506.501
CONST
DRAINAGE
STRUCTURE DES
60-4020
L F $567.00 42.6 0 $0.00 39.8 $22,566.60
126 2502.502
CONSTRUCT
DRAINAGE
STRUCTURE
DESIGN SPECIAL
1
EACH $6,741.00 2 0 $0.00 2 $13,482.00
127 2506.502
CONSTRUCT
DRAINAGE
STRUCTURE
DESIGN SPECIAL
(2'X3')
EACH $1,491.00 16 0 $0.00 14 $20,874.00
128 2506.516 CASTING
ASSEMBLY EACH $500.00 41 0 $0.00 41 $20,500.00
129 2506.601 ORIFICE PLATE EACH $850.00 2 0 $0.00 3 $2,550.00
130 2506.602 CHIMNEY SEALS EACH $225.00 59 0 $0.00 59 $13,275.00
131 2511.501 RANDOM RIPRAP
CLASS III C Y $75.00 29.9 0 $0.00 13.6 $1,020.00
132 2511.501 RANDOM RIPRAP
CLASS IV C Y $75.00 29.9 0 $0.00 26.9 $2,017.50
133 2571.507 PERENNIAL 1 GAL
CONT PLT $20.88 41 0 $0.00 0 $0.00
134 2571.507 PERENNIAL
PLUGS PLT $7.00 123 0 $0.00 0 $0.00
135 2573.533
SEDIMENT
CONTROL LOG
TYPE STRAW
L F $2.95 400 0 $0.00 0 $0.00
136 2573.533
SEDIMENT
CONTROL LOG
TYPE WOOD
FIBER
L F $3.75 400 0 $0.00 0 $0.00
137 2574.508 FERTILIZER TYPE
4 LB $2.08 12 0 $0.00 0 $0.00
138 2575.501 SEEDING ACRE $2,500.00 0.1 0 $0.00 0 $0.00
139 2575.502 SEED MIXTURE
34-261 LB $19.33 5 0 $0.00 0 $0.00
140 2575.502 SEED MIXTURE
35-241 LB $12.46 5 0 $0.00 0 $0.00
141 2575.523
EROSION
CONTROL
BLANKETS
CATEGORY 3
S Y $1.35 350 0 $0.00 0 $0.00
R-010111-000 Project Material Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Pay
Voucher
Amount
This
Pay
Voucher
Quantity
To Date
Amount
To Date
CITY OF ARDEN HILLS
1245 West Highway 96
Arden Hills, MN 55112
Project No. R-010111-000
Pay Voucher No. 8
Page 9
Totals For Section SCHEDULE D. DRAINAGE IMPROVEMENTS -
FULL RECONSTRUCTION AREA:$0.00 $328,191.90
SCHEDULE E. SURFACE IMPROVEMENTS - RECLAMATION AREA
142 2021.501 MOBILIZATION LS $2,000.00 1 0 $0.00 1 $2,000.00
143 2104.501 REMOVE
CONCRETE CURB L F $6.00 330 0 $0.00 424 $2,544.00
144 2104.509 REMOVE
CASTING EACH $50.00 8 0 $0.00 9 $450.00
145 2104.509 REMOVE GATE
VALVE & BOX EACH $300.00 2 0 $0.00 1 $300.00
146 2104.513
SAWING BIT
PAVEMENT (FULL
DEPTH)
L F $2.50 210 0 $0.00 200 $500.00
147 2104.523 SALVAGE SIGN EACH $35.00 4 0 $0.00 0 $0.00
148 2104.602
SALVAGE AND
REINSTALL
MAILBOX
EACH $80.00 8 0 $0.00 0 $0.00
149 2105.501
COMMON
EXCAVATION (CV)
(P)
C Y $15.00 440 0 $0.00 440 $6,600.00
150 2105.507 SUBGRADE
EXCAVATION (CV)C Y $16.45 510 0 $0.00 259 $4,260.55
151 2105.522
SELECT
GRANULAR
BORROW (CV)
C Y $25.50 510 0 $0.00 261 $6,655.50
152 2123.610
STREET
SWEEPER (WITH
PICKUP BROOM)
HOUR $135.00 20 0 $0.00 25 $3,375.00
153 2130.501 WATER MGAL $35.00 30 0 $0.00 0 $0.00
154 2131.502
CALCIUM
CHLORIDE
SOLUTION
GAL $1.50 1730 0 $0.00 0 $0.00
155 2215.501 FULL DEPTH
RECLAMATION S Y $1.35 7030 0 $0.00 6660 $8,991.00
156 2357.502
BITUMINOUS
MATERIAL FOR
TACK COAT
GAL $2.50 360 0 $0.00 350 $875.00
157 2360.501
TYPE SP 9.5
WEARING
COURSE MIX (2,B)
TON $56.65 600 0 $0.00 680 $38,522.00
158 2360.502
TYPE SP 12.5 NON
WEAR COURSE
MIX (2,B)
TON $52.43 800 0 $0.00 840.82 $44,084.19
159 2504.602 ADJUST GATE
VALVE & BOX EACH $350.00 5 0 $0.00 3 $1,050.00
160 2504.602 6" GATE VALVE &
BOX EACH $3,501.67 1 0 $0.00 0 $0.00
161 2506.516 CASTING
ASSEMBLY EACH $900.00 7 0 $0.00 8 $7,200.00
R-010111-000 Project Material Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Pay
Voucher
Amount
This
Pay
Voucher
Quantity
To Date
Amount
To Date
CITY OF ARDEN HILLS
1245 West Highway 96
Arden Hills, MN 55112
Project No. R-010111-000
Pay Voucher No. 8
Page 10
162 2531.501
CONCRETE CURB
& GUTTER (HAND-
FORMED)
L F $18.10 240 0 $0.00 397 $7,185.70
163 2540.602 MAIL BOX
(TEMPORARY)EACH $35.00 8 0 $0.00 0 $0.00
164 2563.601 TRAFFIC
CONTROL LS $1,950.00 1 0 $0.00 1 $1,950.00
165 2564.602 REINSTALL SIGN EACH $150.00 4 0 $0.00 0 $0.00
166 2573.502 SILT FENCE, TYPE
MS L F $2.00 290 0 $0.00 0 $0.00
167 2575.505 SODDING TYPE
LAWN S Y $9.50 140 0 $0.00 418 $3,971.00
168 2573.530
STORM DRAIN
INLET
PROTECTION
EACH $95.00 12 0 $0.00 12 $1,140.00
169 2573.533
SEDIMENT
CONTROL LOG
TYPE WOOD
FIBER
L F $3.55 730 0 $0.00 60 $213.00
170 2574.525
BOULEVARD
TOPSOIL
BORROW
C Y $40.00 20 0 $0.00 32 $1,280.00
171 2575.535 WATER (TURF
ESTABLISHMENT)MGAL $40.00 10 0 $0.00 7 $280.00
Totals For Section SCHEDULE E. SURFACE IMPROVEMENTS -
RECLAMATION AREA:$0.00 $143,426.94
SCHEDULE F. DRAINAGE IMPROVEMENTS - RECLAMATION AREA
172 2104.509
REMOVE
DRAINAGE
STRUCTURE
EACH $400.00 2 0 $0.00 2 $800.00
173 2506.516 CASTING
ASSEMBLY EACH $500.00 7 0 $0.00 7 $3,500.00
174 2506.501
CONST
DRAINAGE
STRUCTURE DES
48-4020
L F $680.00 9 0 $0.00 9 $6,120.00
175 2506.502
CONSTRUCT
DRAINAGE
STRUCTURE
DESIGN SPECIAL
(2'X3')
EACH $3,016.00 2 0 $0.00 0 $0.00
176 2506.503
RECONSTRUCT
DRAINAGE
STRUCTURE
L F $700.00 1 0 $0.00 1 $700.00
177 2506.602
ADJUST FRAME
AND RING
CASTING (CATCH
BASIN)
EACH $200.00 7 0 $0.00 7 $1,400.00
178 2506.602 CHIMNEY SEALS EACH $225.00 9 0 $0.00 9 $2,025.00
Totals For Section SCHEDULE F. DRAINAGE IMPROVEMENTS -
R-010111-000 Project Material Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Pay
Voucher
Amount
This
Pay
Voucher
Quantity
To Date
Amount
To Date
CITY OF ARDEN HILLS
1245 West Highway 96
Arden Hills, MN 55112
Project No. R-010111-000
Pay Voucher No. 8
Page 11
RECLAMATION AREA:$0.00 $14,545.00
Change Order 1
179 2504.602 6" GATE VALVE &
BOX EACH $4,808.58 1 0 $0.00 1 $4,808.58
180 2504.602 6" GATE VALVE &
BOX EACH $2,896.00 1 0 $0.00 1 $2,896.00
181 2504.602 8" GATE VALVE &
BOX EACH $5,470.18 1 0 $0.00 1 $5,470.18
182 2504.602
RECONSTRUCT
EXISTING
WATERMAIN
EACH $5,082.27 1 0 $0.00 1 $5,082.27
183 2502.503 4" PE PIPE DRAIN L F $20.00 200 0 $0.00 158 $3,160.00
184 2105.607 1 1/2" CLEAR
ROCK TON $35.30 144 0 $0.00 184.3 $6,505.79
185 2105.507 PEAT REMOVAL &
DISPOSAL C Y $17.78 735 0 $0.00 735 $13,068.30
Totals For Change Order 1:$0.00 $40,991.12
Change Order 2
186 2104.521 SALVAGE FENCE L F $10.00 163 0 $0.00 163 $1,630.00
187 2557.603
INSTALL
SALVAGED
FENCE
L F $25.00 163 156 $3,900.00 156 $3,900.00
Totals For Change Order 2:$3,900.00 $5,530.00
Change Order 3
188 2501.515 21" RC PIPE
APRON EACH $2,104.55 1 0 $0.00 1 $2,104.55
189 2104.501 REMOVE SEWER
PIPE (STORM)L F $42.50 106 0 $0.00 106 $4,505.00
190 2104.509 REMOVE PIPE
APRON EACH $500.00 1 0 $0.00 1 $500.00
191 2104.507 REMOVE RIPRAP C Y $10.00 8 0 $0.00 8 $80.00
192 2503.603 18" HDPE PIPE
SEWER L F $76.89 205 0 $0.00 205 $15,762.45
193 2501.602 18" PIPE APRON EACH $628.00 1 0 $0.00 1 $628.00
194 2506.602
CONST
DRAINAGE
STRUCTURE
DESIGN SPECIAL
EACH $2,230.00 1 0 $0.00 1 $2,230.00
195 2105.607 1 1/2" CLEAR
ROCK TON $40.00 30 0 $0.00 0 $0.00
196 2511.501 RANDOM RIPRAP
CLASS III C Y $150.00 8 0 $0.00 8 $1,200.00
Totals For Change Order 3:$0.00 $27,010.00
Change Order 4
197 2105.601 SITE GRADING LS $4,597.00 1 0 $0.00 1 $4,597.00
Totals For Change Order 4:$0.00 $4,597.00
R-010111-000 Project Material Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Pay
Voucher
Amount
This
Pay
Voucher
Quantity
To Date
Amount
To Date
CITY OF ARDEN HILLS
1245 West Highway 96
Arden Hills, MN 55112
Project No. R-010111-000
Pay Voucher No. 8
Page 12
Change Order 5
198 2101.511 CLEARING &
GRUBBING LS $2,750.00 1 0 $0.00 1 $2,750.00
199 2503.601 CLEAN STORM
SEWER LS $378.00 1 0 $0.00 1 $378.00
Totals For Change Order 5:$0.00 $3,128.00
Project Totals: $3,900.00 $2,308,168.86
R-010111-000 Project Material Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Pay
Voucher
Amount
This
Pay
Voucher
Quantity
To Date
Amount
To Date
CO1 Change
Order 7/18/2018 Change Order No. 1 (see change order document for detailed
description)$40,408.53 $40,991.12
CO2 Change
Order 8/24/2018 Change Order No. 2 (see change order document for detailed
description)$5,705.00 $5,530.00
CO3 Change
Order 9/21/2018 Change Order No. 3 (see change order document for detailed
description)$28,210.00 $27,010.00
CO4 Change
Order 12/5/2018 Change Order No. 4 (see change order document for detailed
description)$4,597.00 $4,597.00
CO5 Change
Order 1/4/2019 Change Order No. 5 (see change order document for detailed
description)$3,128.00 $3,128.00
Contract Change Totals: $82,048.53 $81,256.12
R-010111-000 Contract Changes
No. Type Date Explanation Estimated
Amount
Amount
Paid
To Date
CITY OF ARDEN HILLS
1245 West Highway 96
Arden Hills, MN 55112
Project No. R-010111-000
Pay Voucher No. 8
Page 13
Page 1 of 1
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
David Perrault, City Administrator
FROM: Sue Polka, Interim Public Works Director/City Engineer
SUBJECT: Water System Model Update – Professional Services Agreement with AE2S
Budgeted Amount: Actual Amount: Funding Sources:
N/A $32,000.00 Water Utility
Council Should Consider
Authorize a professional services agreement with AE2S for the City’s water system model
update in the amount of $32,000.00 (Attachment A).
Background/Discussion
Staff has been working with Ramsey County to update the Emergency Operations Plan. In
addition, the City of Roseville has updated their water model to identify areas of improvement
and potential added connections within the St. Paul Regional Water System. The City’s water
model is used in emergency operations planning in which we work closely with Roseville as the
City’s water supplier.
AE2S has provided scope and fees for the water model calibration and update in the amount of
$32,000. The three project phases are as follows:
1. Hydraulic Model Development
2. Water Distribution System Field Testing (includes staff training)
3. Hydraulic Model Calibration
AE2S is currently completing the design of the City’s utility monitoring system and has provided
modeling service for the Old Snelling watermain loop. Staff recommends approval of a
professional services agreement with AE2S in the amount of $32,000.
Attachments
Attachment A – AE2S Letter and Proposal
CONSENT ITEM – 7H
MEMORANDUM
Page 1 of 1
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
David Perrault, City Administrator
FROM: Sue Polka, Interim Public Works Director/City Engineer
SUBJECT: Cummings Park Playground Redevelopment Project – Payment No. 1 and
Change Order No. 1
Budgeted Amount: Actual Amount: Funding Sources:
$180,000 (Cummings & $107,201 Park Capital Equipment
Floral)
Council Should Consider
1) Approve Payment No. 1 for the Cummings Park Playground Redevelopment Project to
Odessa II.in the amount of $35,720.95.
2) Approve Change Order No. 1 in the amount of $9,600.00 for repaving 300 feet of trail in
Cummings Park.
Background/Discussion
On March 25, 2019, the City Council awarded the Cummings Park Playground Project to Odessa
II in the amount of $37,601 and the purchase and installation of playground structures from Little
Tikes in the amount of $60,000.
Odessa II’s portion of the project is complete with punch list items and potential change order
items remaining. Five percent is being withheld from the work completed in accordance with the
contract documents. The first payment is in the amount of $35,720.95. WSB has provided a
recommendation to pay the first voucher (Attachment A). Staff recommends that Council
approve Payment No. 1.
The trail in Cummings Park was in poor condition prior to playground reconstruction. With this
in mind, staff allowed the contractor to utilize the trail for access to the site versus driving over
field which would have required turf restoration and potential irrigation repairs. Odessa II has
provided Change Order No. 1 in the amount of $9,600.00 to regrade and repave the trail from
Wyncrest Court to the playground site, approximately 300 feet. Staff recommends that the
Council approve Change Order No. 1.
Attachments
Attachment A: WSB Letter and Payment No. 1
Attachment B: Change Order No. 1
CONSENT ITEM – 7I
MEMORANDUM
K:\012452-000\Admin\Construction Admin\Site Work\Pay Application\Pay Application #1 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM May 6, 2019
Ms. Sue Polka
Public Works Director/City Engineer
City of Arden Hills
1245 Highway 96 W
Arden Hills, MN 55112
Re: Construction Pay Application #1
Cummings Park Playground Redevelopment Project
City of Arden Hills Project No. 19-PARK-003
WSB Project No. 012452-000
Dear Ms. Polka:
Please find enclosed Construction Pay Application No. 1 for the above referenced project in the
amount of $35,720.95. The quantities completed to date have been reviewed and agreed upon by
the contractor, and we hereby recommend that the City of Arden Hills approve Construction Pay
Application No. 1 for Odesa II. Note, drain tile was installed and paid for in lieu of the rock
construction entrance and existing bench removals which is of equal value for this work.
The amount indicated above reflects work certified to date through April 26, 2019, with a 5%
retainage applied. Please include one executed copy with the payment to Odesa II and return one
executed copy to our office for our file. If you have any questions or comments regarding this
voucher, please contact me at (763) 231-4865. Thank you.
Sincerely,
WSB & Associates, Inc.
Steven Foss, RLA
Enclosures
cc: Jim Jansen, Odesa II
K:\012452-000\Admin\Construction Admin\Site Work\Pay Application\Pay Application #1 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM May 6, 2019
Mr. Jim Janson
Odesa II
9003 Mayhew Lake Road NE
Sauk Rapids, MN 56379
Re: Change Order #1 – Trail Replacement
Cummings Park Playground Redevelopment Project
City of Arden Hills Project No. 19-PARK-003
WSB Project No. 012452-000
Dear Mr. Janson:
Attached you will find a copy of Change Order #1 which I have prepared for signature and formal
execution. Please review and, if acceptable to you, sign and forward to me. I will forward to Sue
Polka for her review and signature once received from you.
Sincerely,
WSB
Steven Foss, RLA
Attachments:
Change Order #1
Supporting Documents
cc: Sue Polka
Page 1 of 1
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
David Perrault, City Administrator
FROM: Sue Polka, Interim Public Works Director/City Engineer
SUBJECT: Court Improvements at Royal Hills Park, Hazelnut Park and Cummings Park –
Professional Services Agreement with WSB for Design, Construction and
Geotechnical Services
Budgeted Amount: Actual Amount: Funding Sources:
$175,000 (2019) $45,320.00 PIR
$125,000 (2021)
Council Should Consider
Authorize a professional services agreement with WSB for geotechnical, design and construction
services for reconstruction of the tennis and basketball courts at Hazelnut Park and Royal Hills
Park and the resurfacing of the tennis and basketball courts at Cummings Park in the amount of
$45,320.00.
Background/Discussion
The Capital Improvement Plan (CIP) identifies hard court reconstruction for Hazelnut and Royal
Hills Park in 2019 and Cummings Park in 2021 (Attachment A). Upon inspection of Cummings
Park, it has been determined that resurfacing of the tennis court will prolong the life of the court
and delay the reconstruction of the court for at least 5 to 7 more years.
WSB has provided scope and fees for design and construction services in the amount of $39,420
and geotechnical services in the amount of $5,900. Borings are recommended at the Hazelnut
and Royal Hills Parks to determine an adequate design section and subgrade at each location.
Staff recommends approval of a professional services agreement with WSB in the amount of
$45,320.
Attachments
Attachment A – Capital Improvement Plan
Attachment B – WSB Proposals
CONSENT ITEM – 7J
MEMORANDUM
Capital Improvement Plan
City of Arden Hills, Minnesota Contact Public Works Director
2019 2023thru Department Parks Department
Description
Hazelnut Tennis Court/Basketball Court – Reconstruct 2019
$87,500
Royal Hills Tennis Court/Basketball Court – Reconstruct 2019
$87,500
Cummings Park Tennis Courts/Basketball Court – Reconstruct 2021
$125,000
Project #19-Park-001
Priority 3 Important
Justification
The cracks at some parks cannot be resolved with a basic resurface. Having a maintenance schedule that includes reconstruction and resurfacing of
the courts will keep the costs down for years to come. The court life with the proper maintenance is 25-30 years. Resurfacing should take place
every 5-7 years to keep the courts in good shape before they need to be completely reconstructed.
Budget Impact/Other
Useful Life 20-25
Project Name Hard Court Reconstruction Category Park Capital Improvements
Type Improvement
TCAAP No
Total Project Cost:$420,000
Total20192020202120222023Expenditures
420,000175,000 125,000 120,000Construction/Maintenance
175,000 125,000 120,000 420,000Total
Total20192020202120222023Funding Sources
420,000175,000 125,000 120,000Capital Improvement Funds
(PIR)
175,000 125,000 120,000 420,000Total
Thursday, January 10, 2019Produced Using the Plan-It Capital Planning Software
131
G:\Group Data\Materials\Mark\PROPOSAL - MARKETING\Arden Hills - Hazelnut Park - Tennis Courts\Hazelnut Park - Pro.docx 540 GATEWAY BLVD | BURNSVILLE, MN | 55337 | 952.737.4660 | WSBENG.COM April 24, 2019
Sue Polka
Interim Public Works Director/City Engineer
City of Arden Hills
1245 West Highway 96
Arden Hills, MN 55112
Re: Proposal for: A Geotechnical Evaluation
Hazelnut Park – Tennis Courts Reconstruction
Arden Hills, Minnesota
Thank you for the opportunity to provide professional services for a geotechnical evaluation for
the above referenced project. This lump sum fee proposal is in response to the request for
proposal email we received from Steve Foss with WSB. In this proposal, we present a
description of our understanding of the project, an outline of the scope of work we are to provide,
and a fee schedule and estimate of charges for our services.
It is our understanding that this project consists of reconstruction of the tennis court located in
Hazelnut Park in Arden Hills, Minnesota.
We understand that the location and elevation of the tennis court will remain similar to existing
conditions. We understand the City of Arden Hills (City) is considering full replacement of the
pavement section including subgrade improvements, or reclamation of the pavement section.
WSB is a professional consulting and design firm providing surveying, engineering
(civil/site/environmental/geotechnical/transportation), landscape architecture, planning,
environmental, and construction services.
A. Project Objectives
Based upon our experience with similar projects the objectives of our geotechnical services are to
perform subsurface borings, classify and analyze the soil samples, discuss groundwater issues,
and prepare recommendations for subgrade improvements and tennis court pavement sections.
B. Scope of Basic Services
Based on our understanding of the project, we proposed the following scope of services:
1. Site Access
Based on a review of the site from online aerial maps, it appears that the site can be
accessed with our CME-55 truck mounted auger drill. It should be noted that access to
the tennis courts may require driving across landscape areas, sidewalks, or curbs, and
could cause rutting and tearing of sod, or cracking of concrete. Repair costs for these
City of Arden Hills
April 24, 2019
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are not included in this proposal, and shall not be the responsibility of WSB. Removal of
the fence to allow access to the tennis courts will be by others.
2. Bore Hole Locating and Gopher State One Call
WSB will stake the proposed bore hole locations using existing aerial maps and
structures as guides. If approximate bore hole locations are not acceptable and more
precise locations are required by the design team we recommend the use of GPS (Global
Positioning System) technology to aid in staking the borings. The borings will not be
elevated.
Prior to sending a drill rig to the site WSB will contact Gopher State One Call (GSOC)
and have them request public underground utility owners mark and clear our proposed
bore hole locations of their utilities. If there are private underground utilities that are not
located by GSOC, you must notify WSB immediately. WSB will take reasonable
precautions to avoid underground facilities.
3. Subsurface Test Borings
We propose to complete 2 standard penetration test borings to depths of 10 feet below
grade. In the standard penetration test borings we will sample and record blow counts at
2½ foot intervals to the boreholes termination depth.
If unsuitable soils (existing fill, organic soils, etc…) are encountered at the proposed
boring termination depth(s), it will be necessary to extend the borings into more
competent materials. This will allow us to better evaluate potential construction issues.
An additional charge of $20 per lineal foot will be assessed for borings extended beyond
their proposed termination depths. If the added work requires an additional mobilization
to the site it will be charged at $500 per day.
In Minnesota, a boring that is deeper than 15 feet is considered an environmental well
and requires Well Sealing Notification and Sealing Records be submitted to the
Minnesota Department of Health, along with a Notification fee. The borings are planned
to depths of less than 15 feet, but if they are extended due to the presence of unsuitable
soils at planned termination, than additional fees will be incurred. WSB will fill out the
MDH notification and sealing record forms and sign on behalf of the owner unless
directed otherwise.
4. Schedule, Bore Hole Samples and Laboratory Testing
Based on our current drilling backlog, we anticipate that we can mobilize our truck
mounted auger drill to the site in about 4 weeks from the time that written authorization is
provided. Laboratory work and report preparation will take about 2 weeks following
completion of the field work. It should be noted that this schedule may change based on
timing of authorization, site conditions and other factors. Should our anticipated schedule
change we will let you know. This estimate is based on work being completed during
normal daylight business hours, Monday through Friday. Additional charges will apply to
night or weekend drilling.
Samples retrieved during drilling will be returned to our laboratory where they will be
reviewed, classified using the Unified Soil Classification System (USCS) and logged
under the direction of a geotechnical engineer. Select samples will be set aside for
laboratory testing. We may perform routine laboratory tests on selected soil samples
City of Arden Hills
April 24, 2019
Page 3
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obtained from the exploration. This may include determinations of natural moisture
content and unconfined compressive strength with a calibrated penetrometer if cohesive
soils are encountered and gradations on select sand samples from the borings. Such
tests will aid in determining soil classification and properties and potential behavior
characteristics to help guide our recommendations.
5. Geotechnical Engineering Report
Information gathered for this project will be used to prepare a geotechnical report. The
report will summarize our findings and provide a discussion of subsurface soil and
groundwater conditions encountered in our borings and how they may affect the
proposed construction of tennis court pavements. The report will also provide estimates
of ground water depths/elevations and a discussion of site grading and soils for use as
structural fill and site fill.
We will provide you and any identified members of your design/project team with a PDF
copy of our geotechnical report. If requested, we will also provide you with an original
hard copy.
This geotechnical proposal is presented for engineering services to determine the
structural properties of the soil at the specified site. It does not cover an environmental
assessment of the site, or environmental testing of the soil or groundwater.
6. Fee
Our lump sum fee is provided below.
Services Estimated Cost
2 Standard Penetration Borings to about 10 foot depths,
Mobilization/Demobilization, Project Management and
Administration, Gopher State Utility Clearance, Soil
Classification, Boring Logs, Laboratory Testing,
Geotechnical Report, Consumables
$2,950.00
LUMP SUM COST $2,950.00
If additional borings or deeper borings are needed, or if engineering and testing are
requested beyond that necessary for preparation of our report (post-report consultation,
report revision due to changes in tennis court design or location, specification review, or
pre-construction meetings), the increase in our fees will be in accordance with the rates
previously indicated or at the unit prices shown on the enclosed Rate Schedule for hourly
services.
If you have any questions regarding our scope of services or how they may be modified
to meet your project needs please feel free to give us a call to discuss.
City of Arden Hills
April 24, 2019
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C. Closure
This letter represents our complete understanding of the proposed scope of services. If you are
in agreement with the scope of services, proposed fee and attached General Contract Provisions
please sign in the appropriate space below and return one copy to my attention. If you have any
questions about this proposal, please feel free to call me at (952) 737-4660 or email at
mosborn@wsbeng.com. This fee proposal is valid for ninety (90) days from the creation date
noted in the header. WSB may reissue a revised Proposal upon request if the indicated time
period has lapsed. Should the scope of work change in nature or be expanded to include
additional services, we reserve the right to renegotiate the fees with you. However, once we
begin work on this project any counteroffers will not be accepted.
WSB appreciates the opportunity of being considered for this project and we look forward to
providing our professional services to you.
Sincerely,
WSB
Mark Osborn, PE Darin Hyatt, PE
Geotechnical Project Engineer Senior Project Engineer
Attachments:
WSB 2019 Rate Schedule
WSB Exhibit A General Contract Provisions 11.01.16
ACCEPTED BY:
Name (print) _______________________
Signature _______________________________
Company _______________________________
Title
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G:\Group Data\Materials\Mark\PROPOSAL - MARKETING\Arden Hills - Royal Hills Park - Tennis Courts\Royal Hills Park - Pro.docx 540 GATEWAY BLVD | BURNSVILLE, MN | 55337 | 952.737.4660 | WSBENG.COM April 24, 2019
Sue Polka
Interim Public Works Director/City Engineer
City of Arden Hills
1245 West Highway 96
Arden Hills, MN 55112
Re: Proposal for: A Geotechnical Evaluation
Royal Hills Park – Tennis Courts
Arden Hills, Minnesota
Thank you for the opportunity to provide professional services for a geotechnical evaluation for
the above referenced project. This lump sum fee proposal is in response to the request for
proposal email we received from Steve Foss with WSB. In this proposal, we present a
description of our understanding of the project, an outline of the scope of work we are to provide,
and a fee schedule and estimate of charges for our services.
It is our understanding that this project consists of reconstruction of the tennis court located in
Royal Hills Park in Arden Hills, Minnesota.
We understand that the location and elevation of the tennis court will remain similar to existing
conditions. We understand the City of Arden Hills (City) is considering full replacement of the
pavement section including subgrade improvements, or reclamation of the pavement section.
WSB is a professional consulting and design firm providing surveying, engineering
(civil/site/environmental/geotechnical/transportation), landscape architecture, planning,
environmental, and construction services.
A. Project Objectives
Based upon our experience with similar projects the objectives of our geotechnical services are to
perform subsurface borings, classify and analyze the soil samples, discuss groundwater issues,
and prepare recommendations for subgrade improvements and tennis court pavement sections.
B. Scope of Basic Services
Based on our understanding of the project we proposed the following scope of services:
1. Site Access
Based on a review of the site from online aerial maps, it appears that the site can be
accessed with our CME-55 truck mounted auger drill. It should be noted that access to
the tennis courts may require driving across landscape areas, sidewalks, or curbs, and
could cause rutting and tearing of sod, or cracking of concrete. Repair costs for these
City of Arden Hills
April 24, 2019
Page 2
G:\Group Data\Materials\Mark\PROPOSAL - MARKETING\Arden Hills - Royal Hills Park - Tennis Courts\Royal Hills Park - Pro.docx
are not included in this proposal, and shall not be the responsibility of WSB. Removal of
the fence to allow for access to the tennis courts will be by others.
2. Bore Hole Locating and Gopher State One Call
WSB will stake the proposed bore hole locations using existing aerial maps and
structures as guides. If approximate bore hole locations are not acceptable and more
precise locations are required by the design team we recommend the use of GPS (Global
Positioning System) technology to aid in staking the borings. The borings will not be
elevated.
Prior to sending a drill rig to the site WSB will contact Gopher State One Call (GSOC)
and have them request public underground utility owners mark and clear our proposed
bore hole locations of their utilities. If there are private underground utilities that are not
located by GSOC, you must notify WSB immediately. WSB will take reasonable
precautions to avoid underground facilities.
3. Subsurface Test Borings
We propose to complete 2 standard penetration test borings to depths of 10 feet below
grade. In the standard penetration test borings we will sample and record blow counts at
2½ foot intervals to the boreholes termination depth.
If unsuitable soils (existing fill, organic soils, etc…) are encountered at the proposed
boring termination depth(s), it will be necessary to extend the borings into more
competent materials. This will allow us to better evaluate potential construction issues.
An additional charge of $20 per lineal foot will be assessed for borings extended beyond
their proposed termination depths. If the added work requires an additional mobilization
to the site it will be charged at $500 per day.
In Minnesota, a boring that is deeper than 15 feet is considered an environmental well
and requires Well Sealing Notification and Sealing Records be submitted to the
Minnesota Department of Health, along with a Notification fee. The borings are planned
to depths of less than 15 feet, but if they are extended due to the presence of unsuitable
soils at planned termination, than additional fees will be incurred. WSB will fill out the
MDH notification and sealing record forms and sign on behalf of the owner unless
directed otherwise.
4. Schedule, Bore Hole Samples and Laboratory Testing
Based on our current drilling backlog, we anticipate that we can mobilize our truck
mounted auger drill to the site in about 4 weeks from the time that written authorization is
provided. Laboratory work and report preparation will take about 2 weeks following
completion of the field work. It should be noted that this schedule may change based on
timing of authorization, site conditions and other factors. Should our anticipated schedule
change we will let you know. This estimate is based on work being completed during
normal daylight business hours, Monday through Friday. Additional charges will apply to
night or weekend drilling.
Samples retrieved during drilling will be returned to our laboratory where they will be
reviewed, classified using the Unified Soil Classification System (USCS) and logged
under the direction of a geotechnical engineer. Select samples will be set aside for
laboratory testing. We may perform routine laboratory tests on selected soil samples
City of Arden Hills
April 24, 2019
Page 3
G:\Group Data\Materials\Mark\PROPOSAL - MARKETING\Arden Hills - Royal Hills Park - Tennis Courts\Royal Hills Park - Pro.docx
obtained from the exploration. This may include determinations of natural moisture
content and unconfined compressive strength with a calibrated penetrometer if cohesive
soils are encountered and gradations on select sand samples from the borings. Such
tests will aid in determining soil classification and properties and potential behavior
characteristics to help guide our recommendations.
5. Geotechnical Engineering Report
Information gathered for this project will be used to prepare a geotechnical report. The
report will summarize our findings and provide a discussion of subsurface soil and
groundwater conditions encountered in our borings and how they may affect the
proposed construction of tennis court pavements. The report will also provide estimates
of ground water depths/elevations and a discussion of site grading and soils for use as
structural fill and site fill.
We will provide you and any identified members of your design/project team with a PDF
copy of our geotechnical report. If requested, we will also provide you with an original
hard copy.
This geotechnical proposal is presented for engineering services to determine the
structural properties of the soil at the specified site. It does not cover an environmental
assessment of the site, or environmental testing of the soil or groundwater.
6. Fee
Our lump sum fee is provided below.
Services Estimated Cost
2 Standard Penetration Borings to about 10 foot depths,
Mobilization/Demobilization, Project Management and
Administration, Gopher State Utility Clearance, Soil
Classification, Boring Logs, Laboratory Testing,
Geotechnical Report, Consumables
$2,950.00
LUMP SUM COST $2,950.00
If additional borings or deeper borings are needed, or if engineering and testing are
requested beyond that necessary for preparation of our report (post-report consultation,
report revision due to changes in tennis court design or location, specification review, or
pre-construction meetings), the increase in our fees will be in accordance with the rates
previously indicated or at the unit prices shown on the enclosed Rate Schedule for hourly
services.
If you have any questions regarding our scope of services or how they may be modified
to meet your project needs please feel free to give us a call to discuss.
City of Arden Hills
April 24, 2019
Page 4
G:\Group Data\Materials\Mark\PROPOSAL - MARKETING\Arden Hills - Royal Hills Park - Tennis Courts\Royal Hills Park - Pro.docx
C. Closure
This letter represents our complete understanding of the proposed scope of services. If you are
in agreement with the scope of services, proposed fee and attached General Contract Provisions
please sign in the appropriate space below and return one copy to my attention. If you have any
questions about this proposal, please feel free to call me at (952) 737-4660 or email at
mosborn@wsbeng.com. This fee proposal is valid for ninety (90) days from the creation date
noted in the header. WSB may reissue a revised Proposal upon request if the indicated time
period has lapsed. Should the scope of work change in nature or be expanded to include
additional services, we reserve the right to renegotiate the fees with you. However, once we
begin work on this project any counteroffers will not be accepted.
WSB appreciates the opportunity of being considered for this project and we look forward to
providing our professional services to you.
Sincerely,
WSB
Mark Osborn, PE Darin Hyatt, PE
Geotechnical Project Engineer Senior Project Engineer
Attachments:
WSB 2019 Rate Schedule
WSB Exhibit A General Contract Provisions 11.01.16
ACCEPTED BY:
Name (print) _______________________
Signature _______________________________
Company _______________________________
Title
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G:\Group Data\Municipal\Clients - Cities - Counties\Arden Hills\Proposals\2019 Cummings, Hazelnut and Royal Hills Tennis Court Projects 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM May 6, 2019
Ms. Susan Polka
City of Arden Hills
1245 Highway 96 W
Arden Hills, MN 55112
Re: Tennis Court Improvements at Cummings, Hazelnut and Royal Hills Park Proposal
Dear Ms. Polka:
This letter proposal outlines a scope of services and fee for tennis court improvements at Royal
Hills Park, Hazelnut Park and Cummings Park for the City of Arden Hills (City). Anticipated
improvements include: removal and replacement of the tennis and basketball court at Royal Hills
Park, removal and replacement of the tennis court at Hazelnut Park, and resurfacing the tennis
and basketball court at Cummings park.
It is our understanding that the professional services for this project will consist of topo survey,
design, construction documents and specifications, bidding, construction contract administration,
construction staking, and material testing.
SCOPE OF SERVICES
A. Construction Documents and Specifications
1. Preparation of final bid documents for the improvements as approved by the City for
inclusion in this project. These documents shall include site plans for removals,
layout, grading, restoration, and other typical details as well as specifications for the
construction of the improvements as it relates to each project location.
2. Site review and recommendation for improvements at each location.
3. The design of pavement sections shall be based upon city direction and the results of
the geotechnical recommendation by WSB (performed under a separate contract).
4. Two meetings (initial kickoff meeting and 90% review meeting)
5. Deliverables:
a. One set of plans, specifications, and cost estimate at 75% completion
b. One set of plans, specifications, and cost estimate at 100% completion
B. Bidding
1. WSB will provide services to assist in bidding of one single package for
improvements at Cummings Park, Hazelnut Park and Royal Hills Park as listed
below:
a. Advertisement for bids
b. Online plan set availability to Contractors
c. Field questions from prospective bidders
d. Issue addenda as necessary
e. Attend the bid opening
f. Prepare tabulation of bids
Ms. Sue Polka
May 6, 2019
Page 2
G:\Group Data\Municipal\Clients - Cities - Counties\Arden Hills\Proposals\2019 Cummings, Hazelnut and Royal Hills Tennis Court Projects
g. Prepare letter of recommendation for contract award
C. Construction Contract Administration
1. Contract Administration
a. Conduct one pre-construction conference
b. Facilitate up to six site meetings as necessary. Meeting minutes will be
prepared and distributed to all the attendees.
c. Provide part time construction observation to verify that the design intent,
construction plans, and specifications are being met.
d. Review pay applications prepared by contractor and make recommendations
regarding payment.
e. Review submittals and shop drawings.
f. Prepare necessary change orders and coordinate with City and contractor.
g. Facilitate substantial completion meeting and develop punch list.
h. Final project completion and walkthrough.
2. Construction Inspection Following Critical Stages (not full-time)
a. Subgrade
b. Concrete pour
c. Bituminous pavement
D. Survey and Construction Staking
1. Basemap Topo Survey
a. Provide a basemap topo survey of the area of improvement. The survey will
be prepared in AutoCAD format.
2. Construction Staking
a. Provide a survey crew to perform (construction staking for grading and final
elevations (four trips).
E. Material Testing
1. Aggregate and Soils Testing
a. Earthwork Observations (two trips)
b. Excavation observation (two trips)
c. Compaction testing of fill and backfill (six trips)
d. Nuclear Density (ten tests)
e. Sieve Analysis (four tests)
f. Standard Proctor (four test)
2. Asphalt Pavements
a. Bituminous test rolling observation (four trips)
b. Asphalt Content (four tests)
c. Extracted gradation (four tests)
Ms. Sue Polka
May 6, 2019
Page 3
G:\Group Data\Municipal\Clients - Cities - Counties\Arden Hills\Proposals\2019 Cummings, Hazelnut and Royal Hills Tennis Court Projects
Exclusions: We don’t anticipate nor have we included design services for a SWPPP and
Watershed Permit.
FEES FOR PROFESSIONAL SERVICES
We will complete the work defined above to be billed on an hourly basis with a not-to-exceed total
of $39,420. We will review our progress monthly and will not exceed this amount without your
prior approval. A fee breakdown is listed below.
Construction Documents and Specifications $15,820
Bidding $2,620
Construction Contract Administration $9,240
Survey and Construction Staking $5,000
Material Testing $6,740
Total $39,420
If you would like us to proceed with the above work, please sign the statement provided at the
bottom of this letter and return the executed copy to WSB. If you should have any questions
regarding this proposal, please contact me at 763-231-4865.
On behalf of our entire organization, I would like to thank you again for inviting us to submit this
proposal. We value every opportunity to work with you on public space improvements within your
community!
Sincerely,
WSB & Associates, Inc.
Steven Foss Jason L. Amberg, PLA
Landscape Architect Landscape Architecture
Group Manager, Principal
ACCEPTED BY:
City of Arden Hills
By: ______________________________
Title: ______________________________
Date: ______________________________
Page 1 of 1
CONSENT ITEM – 7K
MEMORANDUM
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
Dave Perrault, City Administrator
FROM: Julie Hanson, City Clerk
SUBJECT: Cancellation of the May 28, 2019 Regular City Council Meeting
Budgeted Amount: Actual Amount: Funding Source:
$ $ $
Council Should Consider
Approval of cancellation of the Ma y 28, 2019, regular City Council meeting.
Background
City Council has traditionally cancelled a meeting if there are no items requiring timely action by
the Council. Staff has confirmed there are no items requiring action at this time and recommends
consideration of cancellation of the above-referenced meeting.
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
FROM: Dave Perrault, City Administrator
SUBJECT: Update to the TCAAP Final AUAR and Final Mitigation Plan
Budgeted Amount: Estimated Amount: Funding Source:
$65,000 $15,930 General Fund
Council Should Consider
Council should consider approving Kimley Horn to begin the update process for the TCAAP
final AUAR and final mitigation plan.
Background
At the City Council work session on March 18, 2019 the City’s planning consultant, Jane
Kansier of Bolton & Menk, updated the City Council on the needed upcoming AUAR update.
The previous memo is attached for background (see Attachment A). The City did receive two
proposals to complete this work, one from Bolton and Menk ($24,864) and one from Kimley
Horn ($15,930). Staff is proposing moving forward with Kimley Horn’s proposal (see
Attachment B).
Attachment
Attachment A: TCAAP AUAR Update Memo – March 18, 2019 Work Session
Attachment B: TCAAP AUAR Update Proposal – Kimley Horn
CONSENT ITEM – 7L
MEMORANDUM
Page 1 of 1
AGENDA ITEM – 1A
MEMORANDUM
DATE: March 18, 2019
TO: Honorable Mayor and City Councilmembers
Dave Perrault, City Administrator
FROM: Jane Kansier, AICP
SUBJECT: TCAAP AUAR Update
Budgeted Amount: Actual Amount: Funding Source:
$ $ $
Council Should Consider
Providing direction regarding the update to the TCAAP Final AUAR and Final Mitigation Plan
Background/Discussion
An Alternative Urban Areawide Review (AUAR) is a form of environmental documentation
through Minnesota State Rules that evaluates development scenarios (or several scenarios) for an
entire geographical area rather than a specific project. On July 28, 2014, the City Council
approved Resolution No. 2014-037 adopting the Final AUAR for the TCAAP project. Under
Minnesota Rules, and AUAR must be updated every five years, regardless of the activity on the
site, until all the development in the area has been approved. In this case the update is due in
July, 2019.
An AUAR update generally takes less time than a new AUAR because the update process does
not require a complete revision of the AUAR document. The update only needs to reflect the
changes that have occurred in the area since approval of the final AUAR. The updated
documents are distributed to a variety of state, regional and local agencies, and published in the
EQB Monitor. If no objections are filed, the City can adopt the final AUAR update. Attached is
an explanation of the update process prepared by the State Environmental Quality Board. If the
AUAR is not updated, there is no environmental review coverage on the project. In that case,
further environmental review will be required if a specific project that exceeds any mandatory
EAW or EIS categories is applied.
Attachment
Attachment A: AUAR Update Process
kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651 645 4197
MEMORANDUM
To: Dave Perrault
From: Beth Engum and Beth Kunkel, Kimley-Horn
Date: March 22, 2019
Subject: TCAAP AUAR Update
Project Understanding
The TCAAP Final AUAR and Final Mitigation Plan was completed in 2014 and, according to
Minnesota Rules, part 4410.3610, subpart 7, AUARs must be revised every five years until all the
development within the area has been given final approval. The City of Arden Hills has requested a
scope, fee, and schedule for completing an AUAR update.
Scope of Services
TASK 1: PROJECT MANAGEMENT AND AGENCY INVOLVEMENT
Prepare for and attend up to 2 team meetings with City staff. Includes attendance of up to 2
Kimley-Horn staff and preparation of agendas and meeting notes.
Prepare for and attend 1 City Council meeting. Includes attendance of 1 Kimley-Horn staff
and preparation of the presentation.
Prepare monthly invoices
General client coordination (telephone calls and emails)
TASK 2: AUAR UPDATE
The AUAR Update will reference the approved Final AUAR document and mitigation plan. It does not
require new analysis for each item addressed in the Final AUAR; rather, the AUAR Update
documents the development and mitigation that has been completed to date, and any changes in the
development that have occurred or are planned to occur, which may affect future phases of
implementation or mitigation measures. The format of the AUAR Update will include an introduction,
report of what has been done on-site, description of changes in scenarios, results of impact analysis
(including a list of areas with no change), updated mitigation plan with notations for what has been
accomplished and identifying any new mitigation measures, and an AUAR process
description/conclusion.
Task 2.1: Determine and document what has been completed
Coordinate with City to understand and quantify what has been completed since 2014
Coordinate with City to understand which mitigation measures identified in the Mitigation Plan
have been implemented
Page 2
kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651 645 4197
Prepare list of completed development for the AUAR Update
Assumes that the City will provide the as-built details needed to document current land use
Task 2.2: Define and document any changes to the project description/scenarios
Coordinate with the City to understand any planned development changes which are different
from the scenarios studied in the 2014 AUAR. We have assumed that the scenarios will
remain the same.
Prepare description of project changes for the AUAR Update (i.e., Spine Road alignment)
Task 2.3: Review/update impact assessment
Analyze land use modifications and compare to thresholds established in the 2014 AUAR
Assumes analysis for each issue area will not be required. Notable changes to be included
will be Thumb Road, sanitary sewer, watermain, adjacent CR H interchange, creek meander,
and site cleanup. This scope does not include any updates to the traffic model/analysis since
no development has occurred on site.
Task 2.4: Review/update Mitigation Plan
Describe measures that have been implemented to date
Based an updated impact assessment, coordinate with the City to identify additional
mitigation measures to address new impacts, as necessary
Update Mitigation Plan
Task 2.5: AUAR Update process
Prepare remaining sections of AUAR Update and assemble with the updated Mitigation Plan
document
Edit documents based on one round of comments from the City
Prepare notices and distribute AUAR Update following the process as dictated in Minnesota
Rules
If no objections are received, provide documentation to the City for approval by resolution
Activities in response to any formal agency objections are not included in this scope
Schedule
The schedule below assumes notice to proceed on April 22, 2019. It also assumes no objections will
be filed by state agencies or the Metropolitan Council.
Date Activity
April 22, 2019 Notice to proceed
Week of April 29 Initial meeting with city
May 6-17
Conduct updated analysis and draft AUAR Update and Mitigation
Plan
May 20-28
City review of updated analysis and mitigation measures
May 29 – June 7 Finalize AUAR Update and Mitigation Plan
Page 3
kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651 645 4197
Date Activity
June 10-14
Final review by City
June 17
Submit to EQB Monitor
Week of June 17
Distribute documents
June 24
EQB Monitor publication
June 24 – July 9
Period in which state agencies and the Metropolitan Council can
file an objection to the document
July 29 If no objections, City approves AUAR Update and Mitigation Plan
at its first regularly scheduled city council meeting (must be 15 or
more days after the distribution of the document)
Fee
Based on the scope and schedule identified above, Kimley-Horn can complete the identified tasks for
a fee of $15,930.
_____________________________________________________________________________________________
City of Arden Hills
City Council Meeting for May 13, 2019
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Requested Action
Mounds View Public Schools has submitted an application for a Master and Final Planned Unit
Development (PUD). The Applicant is requesting to construct 27,300 square feet of additional
classroom space and a 49,000 square feet gymnasium addition. The property, located at 1900 Lake
Valentine Road, is zoned R-1, Single Family Residential and is guided as Public and Institutional
on the Land Use Plan.
In addition, the Applicant is requesting to amend the 2040 Comprehensive Plan. The Applicant is
requesting to modify the future Land Use designation of 1901 Lake Valentine Road, the former
First Student Bus Garage, from Low Density Residential to Public and Institutional in the 2040
land use plan. This property will be used for high school student and staff parking.
Background
The last major addition to the high school occurred in 2000 when the track and field stadium was
reconstructed and additions were made to the main entrance, auditorium, orchestra/choir area,
storage, computer lab, staff dining area, woodshop, and classrooms.
Public Hearing – 9A
MEMORANDUM
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
Dave Perrault, City Administrator
FROM: Mike Mrosla, City Planner
Jane Kansier, AICP, Planning Consultant
SUBECT: Planning Case #18-014
Applicant: Mounds View Public Schools
Property Location: 1900 and 1901 Lake Valentine Road
Request: Comprehensive Plan Amendment and Master and Final Planned Unit
Development
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City of Arden Hills
City Council Meeting for May 13, 2019
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The Applicant is proposing an addition totaling 76,300 square feet, including 49,000 square feet
for gymnasiums and 27,300 square feet for a total of seven classrooms. Interior remodels of the
existing building include 65,000 square feet. The subject property is located at 1900 Lake
Valentine Road.
The Applicant recently acquired the former First Student school bus garage located directly north
of the high school at 1901 Lake Valentine Road. The Applicant is proposing to repave and restripe
the parking lot for more efficient car parking. The existing building on the site will be used for
cold storage. If they receive City approval, construction of the new additions will begin in May,
2019, with completion expected in fall of 2020. Renovations or changes to the north parking lot
will occur at a later time, still to be determined. The applicant has provided plan sets (Attachment
C), and a Traffic Report (Attachment D).
Plan Evaluation
1. Comprehensive Plan Amendment:
An amendment to the Comprehensive Plan requires a recommendation from the Planning
Commission following a public hearing, adoption of a resolution by the City Council, and review
and approval by the Metropolitan Council. The City has submitted its 2040 Comprehensive Plan
update to the Metropolitan Council. The Metropolitan Council will not consider any amendments
to the Comprehensive Plan until the 2040 Plan is approved. The City can proceed with the
amendment, but must wait to submit it to the Metropolitan Council for final approval, likely later
this summer. This delay does not affect the PUD process.
2. Planned Unit Development (PUD) Process:
The proposed project would be developed as a PUD in the R-1 District. The PUD process is a tool
that provides flexibility for development that an underlying zoning district would not otherwise
allow. For example, a PUD may make exceptions to setbacks, lot coverage, or parking
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City Council Meeting for May 13, 2019
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requirements. It is intended to overcome the limitations of zoning regulations and improve the
overall design of a project. While the City may negotiate aspects of the development, any
conditions imposed on the PUD must have a rational basis related to the expected impact of the
development.
A full evaluation of the proposal was presented to the Planning Commission on May 8, 2019. The
staff report to the Planning Commission on this case is provided in Attachment E and includes an
analysis of the development plans and where flexibility is needed.
Stormwater Management
This proposal involves significant grading on the site to accommodate the stormwater ponding,
building additions, the access road around the building, new parking lot configuration, and new
athletic field configuration.
The original proposal called for a series of underground stormwater structures; however, the cost
of these structures proved to be prohibitive. The revised drainage plans directs stormwater runoff
to a large stormwater pond located north of Lake Valentine Road, west of Janet Court, and east of
the existing bus storage building. The grading and drainage plan is under review by the City
Engineer and the Rice Creek Watershed District. This item is scheduled for review by the
Watershed District on May 22, 2019.
Traffic Impacts
The official use of the north lot for school parking requires safety improvements on Lake Valentine
Road. Lake Valentine Road is currently a two-lane road with a center turn lane between Janet
Court and the west driveway into the school. This street is designated as a Municipal State Aid
System (MSAS) route. The City is eligible to receive funding for maintenance and construction
based on the number of miles of streets classified as MSAS roads. In order to maintain this
classification, the City must meet specific design standards, including lane width and speed, for
these roads.
The City has worked extensively with the Applicant to develop a plan to safely accommodate
pedestrians and vehicles at this location, both in the short-term (during construction) and the long-
term. Early discussions about safety at this location included consideration of a traffic signal and
a pedestrian overpass. The location does not meet the warrants for a traffic signal. A pedestrian
overpass or underpass would be very costly and would likely not meet ADA requirements.
The proposed traffic safety plan was recently reviewed by WSB. They believe the proposed plan
would lead to safety and operational issues. They are proposing a pedestrian activated signal,
similar to that shown below.
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City of Arden Hills
City Council Meeting for May 13, 2019
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This looks similar to a traffic signal, but is activated by pedestrians. Staff is proposing to work
with the Applicant to design a system which will provide both pedestrian and vehicular safety.
This system would be installed prior to the start of the 2020 school year. In the meantime, the
interim safety measures would remain in place.
Additional Review
City Engineer
The City Engineer has reviewed the submitted plans and provided comments. These comments are
included in the conditions of approval. A Grading and Erosion Control Permit will be required for
this project. All conditions must be addressed prior to issuance of this permit.
Building Official
The City Building Official has reviewed the submitted plans and does not have any additional
comments at this time.
Lake Johanna Fire Department
The Lake Johanna Fire Marshal has reviewed the plans; their requirements are included as a
condition of approval.
Rice Creek Watershed District
The applicant has submitted a permit application with the RCWD. A copy of the approved RCWD
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City of Arden Hills
City Council Meeting for May 13, 2019
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permit will be required prior to the issuance of any development permits.
Findings of Fact
The Planning Commission reviewed Planning Case 18-014 at their regular meeting on May 8,
2019. The Planning Commission offers the following findings of fact for consideration:
1. The property located at 1900 Lake Valentine Road is designed for Public and Institutional
uses on the 2040 Land Use Plan map.
2. The property located at 1901 Lake Valentine Road is designated for Low Density
Residential uses on the 2040 Land Use Plan map.
3. The properties located at 1900 and 1901 Lake Valentine Road are located in the R-1 Single
Family Residential District.
4. The R-1 district is consistent with the existing and proposed Public and Institutional
designation.
5. The Applicant has proposed a Master Planned Unit Development in order to include
noncontiguous parcels as a single use. Other components of the proposal are classroom and
gymnasium additions, reconfiguration of the bus parking lot and the staff and student
parking lots, and reconfiguration of athletic fields.
6. The Applicant has submitted a Master and Final Planned Unit Development.
7. The Master PUD is generally consistent with the requirements of the City Code.
8. Where the plan is not in conformance with the City Code, flexibility has been requested by
the Applicant and/or conditions have been placed on an approval that would mitigate the
nonconformity.
9. Flexibility through the PUD process has been requested in the following areas: planting
island coverage, tree replacement, building height, and wall signage.
10. The proposed development plan exceeds the minimum requirements of the City Code in
the following areas: lot size, building coverage, landscape coverage, setbacks, street trees,
perennials and shrubs, tree selection, lighting, screening, location and number of parking
stalls, aesthetics and freestanding signs.
11. The Master PUD is in conformance with the draft Arden Hills 2040 Comprehensive Plan,
as proposed to be amended. The properties at 1900 and 1901 Lake Valentine Road are
zoned R-1, Single Family Residential. Compatible uses such as educational campuses are
also intended for this zoning district.
12. With the applied conditions, the application is not anticipated to create a negative impact
on the immediate area or the community as a whole.
Recommended Action
1. Comprehensive Plan Amendment
_____________________________________________________________________________________________
City of Arden Hills
City Council Meeting for May 13, 2019
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The Planning Commission voted to recommend approval (5-0) of Planning Case 18-014 for an
amendment to the 2040 Comprehensive Plan Land Use Map from the Low Density Residential
designation to the Public and Institutional designation subject to the following condition:
1. Approval of the Comprehensive Plan Amendment is subject to approval by the
Metropolitan Council.
2. Planned Unit Development
The Planning Commission voted to recommend approval (5-0) of Planning Case 18-014 for a
Master and Final PUD at 1900 and 1901 Lake Valentine Road be subject to the following
conditions:
1. The project shall be completed in accordance with the plans submitted as amended by the
conditions of approval. Any significant changes to the plans, as determined by the City
Planner, shall require review and approval by the Planning Commission and City
Council.
2. Prior to the issuance of a Grading and Erosion Control permit, the Applicant shall enter
into a PUD Development Agreement with the City. The Development Agreement shall
outline conditions of approval, required securities and fees, and sequence of events.
3. A letter of credit equal to or 125% of the cost of the required landscaping must be
submitted to the City prior to issuance of a Grading and Erosion Control permit.
4. Prior to the issuance of a Grading and Erosion Control permit, staff shall review and
approve the final landscaping plan.
5. Prior to the issuance of a Grading and Erosion Control permit, the Applicant shall
determine if they will be adding 562 caliper inches of additional trees on the site, off-site
or provide cash in lieu of replacement.
6. A Site Plan Review application shall be required for the reconstruction of the parking lot
on PID 21302334005.
7. Any use of the existing building on the on PID 21302334005 other than cold storage will
require an amendment to the approved PUD. The existing structure shall comply with
City Code Chapter 14 and any other use of the building shall meet all applicable codes.
8. Overnight vehicle storage is prohibited. All overnight vehicle storage shall be stored in
indoors.
9. No exterior storage shall be permitted onsite.
10. All light poles shall be a maximum of 25 feet in height, including base, and shall be
shoebox style, downward directed, with high-pressure sodium or LED lamps and flush
lens. Other than wash or architectural lighting, attached security lighting shall be shoebox
style, downward directed with flush lens. In addition, any entry lighting under canopies
shall be recessed and use a flush lens. Shields shall also be added as directed by the City.
11. All rooftop or ground mounted mechanical equipment shall be hidden from view with the
same materials used on the building in accordance with City Code requirements.
12. Prior to the issuance of a Grading and Erosion Control permit, trees or tree areas that are
to be preserved shall be visibly marked and City-approved tree protection fencing or
other methods shall be installed and maintained at the critical root zones of the trees to be
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City of Arden Hills
City Council Meeting for May 13, 2019
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protected. The location of the fencing shall be in conformance with the approved tree
preservation plan and approved by staff in writing.
13. The Applicant shall be responsible for obtaining any other permits necessary from other
agencies, MPCA, Rice Creek Watershed District, etc. prior to the start of any site
activities.
14. All disturbed boulevards shall be restored with sod.
15. The Applicant shall be responsible for protecting the proposed on-site storm sewer
infrastructure and components and any existing storm sewer from exposure to any and all
stormwater runoff, sediments and debris during all construction activities. Temporary
stormwater facilities shall be installed to protect the quality aspect of the proposed and
existing stormwater facilities prior to and during construction activities. Maintenance of
any and all temporary stormwater facilities shall be the responsibility of the Applicant.
16. The Applicant shall be responsible for obtaining a land disturbance Grading and Erosion
Control permit from the City’s Engineering Division prior to the commencement of any
land disturbance activities.
17. Heavy duty silt fence and adequate erosion control around the entire construction site
shall be required and maintained by the Developer during construction to ensure that
sediment and storm water does not leave the project site.
18. Prior to the beginning of the 2019-2020 school year, the Applicant shall stripe a
minimum of 334 parking stalls in parking lot located on PID 213023340005. Parking
stalls dimensions shall be 9 feet by 18 feet.
19. Prior to the issuance of a Grading and Erosion Control permit, the School District shall
provide the City in writing how they will staff the pedestrian crossing during student
arrival and release. City staff and the Ramsey County Sheriff shall review and approve
the pedestrian crossing plan prior to August 1, 2019. The School District shall implement
any and all recommendations made by the City and/or the Sheriff prior to the start of the
2019-2020 school year.
20. Prior to the issuance of a Grading and Erosion Control permit the Engineering
Department shall approve the Final grading, utility, stormwater and right of way
improvement plans.
21. The Applicant, Ramsey County Sheriff and City staff shall review traffic and pedestrian
operations annually. The Applicant shall implement improvements recommended by the
City Engineer.
22. Prior to the issuance of a Grading and Erosion Control Permit, all items identified in the
March 5, 2019 Engineering Review Comments memo shall be addressed. All comments
shall be adopted herein by reference.
23. The proposed mascot wall sign may be externally illumined and shall be approved by
Planning staff in writing. Internal illumination is prohibited. The proposed mascot sign
shall not exceed 53 square feet. Final location of the proposed mascot wall sign shall be
approved in writing by Planning staff.
24. Findings and recommendations of the March 19, 2019 Traffic memo from Wenck shall
be implemented.
25. A Planned Unit Development Agreement shall be fully executed prior to the prior to the
issuance of a Grading and Erosion Control Permit.
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City of Arden Hills
City Council Meeting for May 13, 2019
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26. The Applicant shall be financially responsible for 100 percent of all Lake Valentine Road
street improvements. These improvements include but shall not be limited to: turn lanes
and other access improvements, trail and sidewalk improvements, pedestrian signal,
signage and striping modifications, and drainage and utility improvements. The City’s
engineering consultant will design construction plans and specifications. These charges
will be identified in the Planned Unit Development Agreement.
27. The Applicant shall preform a analysis of how many trees the parking lot and
surrounding land on PID 21302334005 can accommodate and reserve the said number of
trees from 562 caliper inches required to be replaced.
28. After site grading has been completed, the Applicant shall work with the adjacent
property owners to ensure any screening concerns are addressed. Any trees planted shall
count towards the 562 caliper inches required to be replaced.
Motion Language Options
Staff has provided the following motion language options for the City Council to consider. The
recommended action by the Planning Commission is for approval with the 28 conditions in the
May 13, 2019, Report to the City Council.
1. Approve with Conditions: Motion to approve Planning Case 18-014 for a Comprehensive Plan
Amendment and a Master and Final PUD at 1900 Lake Valentine Road, based on the findings
of fact and submitted plans, as amended by the conditions in the May 13, 2019, Report to the
City Council, and authorize the Mayor and City Administrator to execute the Planned Unit
Development Agreement subject to the listed conditions. Four affirmative votes are required
to approve the PUD Master Plan.
2. Approve without Conditions: Motion to approve Planning Case 18-014 for a Comprehensive
Plan Amendment and a Master and Final PUD at 1900 and 1901 Lake Valentine Road, based
on the findings of fact and submitted plans in the May 13, 2019, Report to the Council. Four
affirmative votes are required to approve the PUD Master Plan, and authorize the Mayor and
City Administrator to execute the Planned Unit Development Agreement subject to the listed
conditions.
3. Deny: Motion to deny Planning Case 18-014 for a Comprehensive Plan Amendment and a
Master and Final PUD at 1900 and 1901 Lake Valentine Road based on the following findings
of fact: findings to deny should specifically reference the reasons for denial and why those
reasons cannot be mitigated.
4. Table: Motion to table Planning Case 18-014 for a Comprehensive Plan Amendment and a
Master and Final PUD at 1900 and 1901 Lake Valentine Road for the following reasons: a
specific reason and/or information request should be included with a motion to table.
_____________________________________________________________________________________________
City of Arden Hills
City Council Meeting for May 13, 2019
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Notice and Public Comments
Notice was published in the Arden Hills-Shoreview Bulletin on May 1, 2019. Notice was prepared
by the City and mailed to property owners within 500 feet of the subject property. Two
neighborhood meetings were held for the project with the first being held on February 12, 2019
with 7 property owners in attendance. Questions were raised regarding traffic on Lake Valentine
Road, screening, park lot improvements and construction timing.
The second neighborhood meeting was held on April 30, 2019 with 6 neighbors in attendance.
Questions were raised regarding construction timing, stormwater, screening, pedestrian crossings
and traffic on Lake Valentine Road. Since the last neighborhood meeting staff has met with the
property owners of 1817 Gramsie Road in regards to this planning case.
A public hearing for Mounds View High School was held on April 3, 2019 at the Planning
Commission meeting. At that time three (3) residents came forward to make comment. Questions
and comments were raised regarding pedestrian movements and safety, parking, and tree impacts.
Deadline for Agency Actions
The City of Arden Hills received the completed application for this request on April 24, 2019.
Pursuant to Minnesota State Statute, the City must act on this request by June 22, 2019 (60 days),
unless the City provides the petitioner with written reasons for an additional 60 day review period.
The City may, with the consent of the applicant, extend the review period beyond the initial 120
days.
Attachments
A. Land Use Application
B. Location Map
C. Plan Sets
D. Wenck Traffic Memo, dated March 19, 2019
E. Wenck Traffic Report, dated March 27, 2019
F. Planning Commission Report, May 8, 2019
Disclaimer: This map is intended for reference purposes only and is
not a legally recorded map or survey. The City of Arden Hills shall
not be liable for any damages or claims that arise due to accuracy,
availability, use or misuse of the information herein pursuant to MN
Statute 466.03 Subd 21.
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Location Map
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OF POWER POLE WITH
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NOTES:LEGEND
CONCRETE PAVEMENT REMOVALS
CONCRETE CURB AND GUTTER REMOVALS
BITUMINOUS PAVEMENT REMOVALS
GRAVEL / ROCK SURFACE REMOVALS
FENCING REMOVALS
RETAINING WALL REMOVALS
UTILITY REMOVALS
TREE REMOVALS
MASS TREE / SHRUB REMOVALS
SAWCUT
REMOVALS KEY NOTE
PROPERTY LINE
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES
(CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING,
ROADWAYS, ETC.) WHICH ARE TO REMAIN.
3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND
VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'S
SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.
4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD.
EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN
DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND
THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE
CHARACTERISTICS.
5. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE
ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.
6. SAWCUT ALL JOINTS FOR BITUMINOUS REMOVALS.
KEY NOTE LEGEND
REMOVE CONCRETE PAVEMENT TO NEAREST JOINT
REMOVE CONCRETE CURB AND GUTTER / VALLEY GUTTER
REMOVE BITUMINOUS PAVEMENT
REMOVE FENCING (INCLUDING FOOTINGS AND GATES)
REMOVE TRAFFIC CONTROL SIGN AND POST
REMOVE RETAINING WALL
REMOVE STORM SEWER
REMOVE STORM SEWER STRUCTURE
REMOVE WATERMAIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE TREE
REMOVE LANDSCAPING (MULCH, SHRUBS, ETC.)
SAWCUT
PROTECT CONCRETE PAVEMENT
PROTECT CONCRETE CURB AND GUTTER / VALLEY GUTTER
PROTECT BITUMINOUS PAVEMENT
PROTECT FENCING (INCLUDING FOOTINGS AND GATES)
PROTECT TRAFFIC CONTROL SIGN AND POST
PROTECT RETAINING WALL
PROTECT STORM SEWER
PROTECT STORM SEWER STRUCTURE
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PROTECT HYDRANT
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PROTECT TREE
PROTECT LANDSCAPING (MULCH, SHRUBS, ETC.)
PROTECT SANITARY SEWER
REFER TO UTILITY PLAN FOR TREATMENT
REFER TO ELECTRICAL PLANS FOR TREATMENT
REFER TO MECHANICAL PLANS FOR TREATMENT
REFER TO ARCHITECTURAL PLANS FOR TREATMENT
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LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.11
1" = 40'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
NORTHPLANREMOVALS
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R1
R1R1
R1
R1
R1
R1
R1
R1
R1
R1
R2 R2X1
R2
X1REMOVE MAILBOX
R2
R2
R2
R2 R2
P2
R2
R2
R2
R2
R2
R2
R2
REMOVE BOLLARDS
R2
R2
R2
R2
R3
R3
R3
R3
R3
R3
R3
R3
R3
X1
R3
R3
P3
R3
R3
R3
R3
R3
R3
R3
R3
R3
R3
R4
R4
R4
R4
R5 R5
R5
R5
R3
R3
R5
R5
R5
R5
R5
R5
R5
R4
R5
R6
R6 R6
R7
R7
R7
R7
R7
R7
R7
R7
R7
R7
R7
P1
R8
R8
R8
R8
R8
R8
R8
R8
R2
R2
R9
R9
R9
R9
R10
R11
X1
X1
X1
X1
P2
R12
R12
R12
R12R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R14
R14
R14
R14
R14
R14
R14
R14
P1
P1
P1
P1
P1
P1
R14
P1
P1
P1
P1
P10
P1
P1
P1
P1
P1P2
R2
P2 P2
P2
P2P2
P2
P2
P2
P2
R2 R2
PROTECT VEHICLE GATE
P2
P2
P2
P2
P2
P2
P2
P2
R14
P2
P3
P3
P3
P3
P3
P3
P3
R3
P3
P3
P3
P3
P6
R4
R6R4
P4
P4
P4
P4
P4 P4
P4
P5
R5
R5
P5
P5
P5
P6
X1
X1
P7
P7
P7
P7
P8
P8
P7
P7
P8
P7
P8
P11
P9
P9
P9
P9
P9
P9
P11P9
P9
P9
P9
P12
P12 P12
P12P8
P12 P12
P14
P14
P14
P14
X1
P2
X2
X2
X2
X2
X2
X2
X2
X2
X2
X2
X2
X2
X2
CONTACT AND COORDINATE WITH LOCAL
UTILITY TO RELOCATE EXISTING GAS LINE
REMOVE VEHICLE
GATE (INCLUDING
P3
R2
P2
P2P5
X1
P5
R14
X1
P9
P2
R1
P3
P4
R2
X1 P2
R12
P12P12
P12R12
R12
P2
X2
X2
X2
R8
PROTECT STEPS
X4
R6
R12
X2
X2
X2
X2
P6
P11P10
P6
P6P4
R1
R2
R10
REMOVE SANITARY
SEWER STRUCTURER3R14
P3
BLACK OUT EXISTING
PAINT STRIPING
NOTES:LEGEND
CONCRETE PAVEMENT REMOVALS
CONCRETE CURB AND GUTTER REMOVALS
BITUMINOUS PAVEMENT REMOVALS
GRAVEL / ROCK SURFACE REMOVALS
FENCING REMOVALS
RETAINING WALL REMOVALS
UTILITY REMOVALS
TREE REMOVALS
MASS TREE / SHRUB REMOVALS
SAWCUT
REMOVALS KEY NOTE
PROPERTY LINE
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES
(CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING,
ROADWAYS, ETC.) WHICH ARE TO REMAIN.
3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND
VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'S
SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.
4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD.
EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN
DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND
THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE
CHARACTERISTICS.
5. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE
ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.
6. SAWCUT ALL JOINTS FOR BITUMINOUS REMOVALS.
KEY NOTE LEGEND
REMOVE CONCRETE PAVEMENT TO NEAREST JOINT
REMOVE CONCRETE CURB AND GUTTER / VALLEY GUTTER
REMOVE BITUMINOUS PAVEMENT
REMOVE FENCING (INCLUDING FOOTINGS AND GATES)
REMOVE TRAFFIC CONTROL SIGN AND POST
REMOVE RETAINING WALL
REMOVE STORM SEWER
REMOVE STORM SEWER STRUCTURE
REMOVE WATERMAIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE TREE
REMOVE LANDSCAPING (MULCH, SHRUBS, ETC.)
SAWCUT
PROTECT CONCRETE PAVEMENT
PROTECT CONCRETE CURB AND GUTTER / VALLEY GUTTER
PROTECT BITUMINOUS PAVEMENT
PROTECT FENCING (INCLUDING FOOTINGS AND GATES)
PROTECT TRAFFIC CONTROL SIGN AND POST
PROTECT RETAINING WALL
PROTECT STORM SEWER
PROTECT STORM SEWER STRUCTURE
PROTECT WATERMAIN
PROTECT HYDRANT
PROTECT GATE VALVE
PROTECT TREE
PROTECT LANDSCAPING (MULCH, SHRUBS, ETC.)
PROTECT SANITARY SEWER
REFER TO UTILITY PLAN FOR TREATMENT
REFER TO ELECTRICAL PLANS FOR TREATMENT
REFER TO MECHANICAL PLANS FOR TREATMENT
REFER TO ARCHITECTURAL PLANS FOR TREATMENT
R1
R1
R2
R3
R4
R5
R6
R7
R8
R9
R10
R11
R12
R13
R14
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
P13
P14
X1
X2
X3
X4
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.12
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
CENTERPLANREMOVALS
Addendum #2 02/22/2019 1
R1
R1
R1
R1
R1
R1 REMOVE STAIRS (INCLUDING
FOOTINGS, RAILINGS, ETC.)
R1
R1
R1R1
R1
R1
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
P2
R2
R2
R2
R2
R2
R2
R2
R3
R3
R3
R3
R3
R3
R12
R3
R3
R3
R3
R3
R3
R3
R3
R3
R3
R3
R3
R3
R3
R3
R4
R4
R4
R5
R5
R5
R4
R5
RELOCATE SHED - COORDINATE
LOCATION WITH OWNER
R6
R6 R6
R7
R7
R7
R7
R7
R7
R7
R7
R7
R7
R7
R7
R7
R7
R8
R7
P1
R8
R8
R8
R8
R8
R8
R8
R8
R8
R8
R8
R8
R8
R9
R9
R9R10
R9
R12
X1
X1
X1R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R14
R14
R14
R14
R14
R14
R14
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P2
P2
P2
P2
R14
P2
P2
P2
P2
P3
P
P3
P3
P3
P3
P3
R6R4
P6P4
R6R4
R6R4
R6R4
P6
R4
R6R4
P4
REMOVE ROCK
REMOVE GRAVEL
P4
P5
P6
P6
X1
X1
P7
P7
P7
P8
X1
P7
P9
P9
P11P9
P9
P9
P9
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
PROTECT ROCK
PROTECT ROCK
P2
X2
X2
X2
X2
X2
X2
X2
X2
X2
X2
X2
X3
CONTACT AND COORDINATE WITH LOCAL
UTILITY TO RELOCATE EXISTING GAS LINE
CONTACT AND COORDINATE WITH LOCAL
UTILITY TO RELOCATE EXISTING GAS LINE
REMOVE VEHICLE
GATE (INCLUDING
POSTS AND FOOTINGS)
PROTECT STEPS
X4
R6
R12
P4
PROTECT UNDERGROUND UTILITY
P6
P11P10
P6
P6P4
R1
R2
NOTES:
LEGEND
CONCRETE PAVEMENT REMOVALS
CONCRETE CURB AND GUTTER REMOVALS
BITUMINOUS PAVEMENT REMOVALS
GRAVEL / ROCK SURFACE REMOVALS
FENCING REMOVALS
RETAINING WALL REMOVALS
UTILITY REMOVALS
TREE REMOVALS
MASS TREE / SHRUB REMOVALS
SAWCUT
REMOVALS KEY NOTE
PROPERTY LINE
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES
(CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING,
ROADWAYS, ETC.) WHICH ARE TO REMAIN.
3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND
VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'S
SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.
4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD.
EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN
DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND
THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE
CHARACTERISTICS.
5. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE
ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.
6. SAWCUT ALL JOINTS FOR BITUMINOUS REMOVALS.
R1
KEY NOTE LEGEND
REMOVE CONCRETE PAVEMENT TO NEAREST JOINT
REMOVE CONCRETE CURB AND GUTTER / VALLEY GUTTER
REMOVE BITUMINOUS PAVEMENT
REMOVE FENCING (INCLUDING FOOTINGS AND GATES)
REMOVE TRAFFIC CONTROL SIGN AND POST
REMOVE RETAINING WALL
REMOVE STORM SEWER
REMOVE STORM SEWER STRUCTURE
REMOVE WATERMAIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE TREE
REMOVE LANDSCAPING (MULCH, SHRUBS, ETC.)
SAWCUT
PROTECT CONCRETE PAVEMENT
PROTECT CONCRETE CURB AND GUTTER / VALLEY GUTTER
PROTECT BITUMINOUS PAVEMENT
PROTECT FENCING (INCLUDING FOOTINGS AND GATES)
PROTECT TRAFFIC CONTROL SIGN AND POST
PROTECT RETAINING WALL
PROTECT STORM SEWER
PROTECT STORM SEWER STRUCTURE
PROTECT WATERMAIN
PROTECT HYDRANT
PROTECT GATE VALVE
PROTECT TREE
PROTECT LANDSCAPING (MULCH, SHRUBS, ETC.)
PROTECT SANITARY SEWER
REFER TO UTILITY PLAN FOR TREATMENT
REFER TO ELECTRICAL PLANS FOR TREATMENT
REFER TO MECHANICAL PLANS FOR TREATMENT
REFER TO ARCHITECTURAL PLANS FOR TREATMENT
R1
R2
R3
R4
R5
R6
R7
R8
R9
R10
R11
R12
R13
R14
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
P13
P14
X1
X2
X3
X4
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.13
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
SOUTHPLANREMOVALS
Addendum #2 02/22/2019 1Addendum #3 02/26/2019 2
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
R12
P12
P4
PROTECT SCOREBOARD AND RELATED COMPONENTS
P7
P8
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P12
P4
R4
R12
R12
NOTES:LEGEND
CONCRETE PAVEMENT REMOVALS
CONCRETE CURB AND GUTTER REMOVALS
BITUMINOUS PAVEMENT REMOVALS
GRAVEL / ROCK SURFACE REMOVALS
FENCING REMOVALS
RETAINING WALL REMOVALS
UTILITY REMOVALS
TREE REMOVALS
MASS TREE / SHRUB REMOVALS
SAWCUT
REMOVALS KEY NOTE
PROPERTY LINE
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES
(CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING,
ROADWAYS, ETC.) WHICH ARE TO REMAIN.
3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND
VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'S
SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.
4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD.
EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN
DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND
THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE
CHARACTERISTICS.
5. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE
ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.
KEY NOTE LEGEND
REMOVE CONCRETE PAVEMENT TO NEAREST JOINT
REMOVE CONCRETE CURB AND GUTTER / VALLEY GUTTER
REMOVE BITUMINOUS PAVEMENT
REMOVE FENCING (INCLUDING FOOTINGS AND GATES)
REMOVE TRAFFIC CONTROL SIGN AND POST
REMOVE RETAINING WALL
REMOVE STORM SEWER
REMOVE STORM SEWER STRUCTURE
REMOVE WATERMAIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE TREE
REMOVE LANDSCAPING (MULCH, SHRUBS, ETC.)
SAWCUT
PROTECT CONCRETE PAVEMENT
PROTECT CONCRETE CURB AND GUTTER / VALLEY GUTTER
PROTECT BITUMINOUS PAVEMENT
PROTECT FENCING (INCLUDING FOOTINGS AND GATES)
PROTECT TRAFFIC CONTROL SIGN AND POST
PROTECT RETAINING WALL
PROTECT STORM SEWER
PROTECT STORM SEWER STRUCTURE
PROTECT WATERMAIN
PROTECT HYDRANT
PROTECT GATE VALVE
PROTECT TREE
PROTECT LANDSCAPING (MULCH, SHRUBS, ETC.)
PROTECT SANITARY SEWER
REFER TO UTILITY PLAN FOR TREATMENT
REFER TO ELECTRICAL PLANS FOR TREATMENT
REFER TO MECHANICAL PLANS FOR TREATMENT
REFER TO ARCHITECTURAL PLANS FOR TREATMENT
R1
R1
R2
R3
R4
R5
R6
R7
R8
R9
R10
R11
R12
R13
R14
P1
P2
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
P13
P14
X1
X2
X3
X4
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.14
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
FIELDPLANREMOVALS
Addendum #2 02/22/2019 1Addendum #3 02/26/2019 2
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.15
1" = 50'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
NORTHPLANPROTECTIONTREE
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
1
C1.16
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.16
1" = 50'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
SOUTHPLANPROTECTIONTREE
TREE PROTECTION
DRIPLINE VARIES. SET FENCE 6'
OUTSIDE DRIPLINE UNLESS SITE
OBSTRUCTIONS INTERFERE.
POSTS SHALL BE 7' U-CHANNEL 1.12
LBS/FOOT STRENGTH PAINTED OR
GALVANIZED FENCE: MEET OR
EXCEED Mn/DOT 2572.2B (2000)
TREE PROTECTION FENCING: 48"
WOOD SNOW FENCING OR
CONSTRUCTION GRADE CHAIN LINK.
FASTEN TO POSTS WITH GALVANIZED
WIRE TIES.
NOTES:
1.ALL TREE PROTECTION FENCING AND EROSION CONTROL FENCING
SHALL BE INSTALLED ACCORDING TO THE PLANS PRIOR TO ANY
DEMOLITION. AFTER DEMOLITION OR AS NECESSARY, TREE
PROTECTION FENCING MAY BE RELOCATED WITH APPROVAL FROM
THE LANDSCAPE ARCHITECT. ALL TREE PROTECTION FENCING AND
EROSION CONTROL DEVICES SHALL BE MAINTAINED FOR THE
DURATION OF THE CONSTRUCTION PERIOD.
2. CONTRACTOR SHALL NOT STORE ANY MATERIALS OR PARK ANY
VEHICLES IN TREE PROTECTION ZONES. THE FENCE SHALL
PREVENT TRAFFIC MOVEMENT AND THE PLACEMENT OF
TEMPORARY FACILITIES, EQUIPMENT, STOCKPILES AND SUPPLIES
FROM HARMING VEGETATION WITHIN THE LIMITS OF PROTECTION.
3. THE CONTRACTOR SHALL CLEANLY CUT ALL ROOTS EXPOSED BY
GRADING AS DIRECTED BY THE LANDSCAPE ARCHITECT.
4. THE CONTRACTOR SHALL USE DESIGNATED CONSTRUCTION
ENTRANCES AND STAGING AREAS.
6' FROM DRIPLINE
6' MAX. POST SPACING
DRIPLINE VARIES
1
C1.16
BUS PARKING
(29 BUS STALLS)
PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDINGADDITION 'F'
PROPOSED BUILDING ADDITION 'G'
EAST PARKING
(174 STALLS)
WEST PARKING
(8 BUS STALLS)
SOUTH PARKING
(14 BUS STALLS)
ACCESSIBLE PARKING
(14 STALLS)
174
17
12
NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKING24.00'
36.00'
36.00'
24.00'
36.00'
24.00'
36.00'
24.00'
36.00'
24.00'
36.00'
24.00'
36.00'
NORTH PARKING
(483 STALLS)
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.20
1" = 60'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
DIAGRAMSCOPE
LIMITS OF SITE CONSTRUCTION
WEST PARKING
(8 BUS STALLS)
ACCESSIBLE PARKING
(14 STALLS)
12
45°0'0"40.00'13.00'5.00'30.00'
4 UNITS
TOTAL
SIMILAR TO
SIMILAR
TO
SIMILAR
TO
STANDARD ONE-WAY DIRECTIONAL
COMBINED DIRECTIONAL
TIERED PERPENDICULAR
COMBINED DIRECTIONAL
STANDARD ONE-WAY
DIRECTIONAL
STANDARD ONE-WAY DIRECTIONAL
STANDARD ONE-WAY
DIRECTIONAL
GNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNPAR24.00'
36.00'
36.00'
24.00'
36.00'
24.00'
36.00'
24.00'
36.00'
24.00'
36.00'
24.00'
36.00'
NORTH PARKING
(483 STALLS)
REFER TO SHEET C1.25 FOR LAKE
VALENTINE ROAD RELATED PAINT STRIPING
9'X18' STALLS (TYPICAL)
PAINTED ACCESSIBLE
SYMBOL (TYPICAL)
4" PAINT STRIPE @ 3'
O.C. WITH WORDS "NO
PARKING" (TYPICAL)1
C2.13
1
C2.13
1
C2.13
1
C2.13
3
C2.13
TRANSITION CURB
STYLES OVER 10'
3
C2.13
3
C2.13
C2.13
20
C2.13
19
2
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13 6
C2.13
6
C2.13
8
C2.13
8
C2.13
8
C2.13
9
C2.13
1
C2.14
2
C2.14
10
C2.13
10
C2.13
10
C2.13
11
C2.13
11
C2.13
12
C2.13
12
C2.13
12
C2.13
3
C2.13
3
C2.13
3
C2.13
3
C2.13
14
C2.13
C2.13
20
C2.13
19
C2.13
20
C2.13
19
C2.13
20
C2.13
19
C2.13
20
C2.13
19
C2.13
20
C2.13
19
2
C2.14
6
C2.13
C2.12
3
C2.12
21
C2.12
22
C2.13
1
C2.13
4
C2.12
4" PAINT STRIPE @ 3'
O C WITH WORDS "NO
REFER TO STRUCTURAL
5
C2.13
5
C2.13
5
C2.13
14
C2.13
DB16
C2.13 DB 17
C2.13
CB 12
C2.15
CB12
C2.15
CB12
C2.15
CB12
C2.15
DB 17
C2.13
DB 17
C2.13
EC2.13
16
FC2.13
16
FC2.13
16
17
C2.13A
17
C2.13A
AC2.13
17
AC2.13
16
8
C2.13
11
C2.13
9
C2.13
9
C2.13
17
C2.13A
2
C2.14
2
C2.14
2
C2.14
2
C2.14
EC2.13
16
5' WIDE SIDEWALK
5' WIDE SIDEWALK
5' WIDE
SIDEWALK
8' WIDE SIDEWALK
5' WIDE SIDEWALK
5' WIDE SIDEWALK2
C2.13
2
C2.13
7
C2.13
7
C2.13
BACK TO BACK
PERPENDICULAR
1
C2.14
3
C2.16
3
C2.16
BACK TO BACK
PERPENDICULAR
1
C2.14
STANDARD ONE-WAY
DIRECTIONAL
2
C2.14
GC2.13
16
17
C2.13G
NOTES:
1.REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.
3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB.
4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE
PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.
5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR
A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE
ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO
ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.
6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,
AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.
7. ALL DIMENSIONS ARE TO FACE OF CURB, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS
OTHERWISE NOTED.
EXISTING PARKING COUNTS (680 TOTAL STALLS):
NORTH PARKING = 158 CAR STALLS
BUS / EAST PARKING = 446 CAR STALLS
SOUTH PARKING = 68 STALLS
WEST PARKING = 8 STALLS
PROPOSED PARKING COUNTS (691 TOTAL CAR STALLS):
NORTH PARKING = 483 STALLS
BUS / EAST PARKING = 29 BUS STALLS, 174 CAR STALLS
SOUTH PARKING = 14 STALLS
WEST PARKING = 8 STALLS
ACCESSIBLE PARKING = 16 STALLS
ACCESSIBLE PARKING STALL REQUIREMENTS = 18 STALLS
ACCESSIBLE PARKING STALLS PROVIDED = 20 STALLS
SITE STATISTICS:
LEGEND
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED CONCRETE WALK
PROPOSED CONCRETE SLAB
PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT
PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT
PROPOSED LAKE VALENTINE ROAD BITUMINOUS PAVEMENT
PROPOSED RETAINING WALL
PROPOSED REINFORCED SOIL SLOPE (RSS)
PROPOSED CHAIN LINK / DECORATIVE METAL FENCING WITH MAINTENANCE STRIP
PROPOSED TRAFFIC CONTROL SIGN
PAINTED ACCESSIBLE SYMBOL
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1
C2.11
6
C2.13
7
C2.13
10
C2.13
11
C2.13
12
C2.13
24
C2.11
1
C2.12
2
C2.12
3
C2.12
18
C2.13
19
C2.13
20
C2.13
13
C2.13
14
C2.13
15
C2.13
16
C2.13
17
C2.13
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.21
1" = 40'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
NORTHPLANFINISHING
BUILDINGS: 246,897 SQ. FT.
PARKING AND DRIVES: 390,962 SQ. FT.
WALKWAYS: 80,981 SQ. FT.
IMPERVIOUS SURFACE BREAKDOWN:
MnMUTCD R1-1
(30"x30")A
MnMUTCD S1-1
(30"x30")B
MnMUTCD W16-7P
(24"x12")C
MnMUTCD W16-9P
(24"x12")D
MnMUTCD R4-7
(36"x30")E
MnMUTCD R3-7
(30"x30")F
SIGNAGE KEY NOTES
MnMUTCD S5-1
(24"x48")25
SPEED
LIMIT
SCHOOL
WHEN
FLASHING
G
BUS PARKING
(29 BUS STALLS)
PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDING ADDITION 'G'
EAST PARKING
(174 STALLS)
WEST PARKING
(8 BUS STALLS)
SOUTH PARKING
(14 BUS STALLS)
ACCESSIBLE PARKING
(14 STALLS)
17
12
5.00'45°0'0"45°0'0"40.00'13.00'40.00'13.00'5.00'30.00'73.88'REFER TO ARCHITECTURAL PLANS
FOR DIMENSIONS AND LAYOUT
REFER TO ARCHITECTURAL PLANS
FOR DIMENSIONS AND LAYOUT
MATCH EXISTING FENCE
HEIGHT AND LAYOUT - NO
MAINTENANCE STRIP
4 UNITS
TOTAL
MATCH EXISTING FENCE
HEIGHT AND LAYOUT - NO
MAINTENANCE STRIP
MATCH EXISTING FENCE HEIGHT
AND LAYOUT INCLUDING GATE
SIZES AND LOCATIONS
MATCH EXISTING FENCE HEIGHT AND
LAYOUT INCLUDING GATE SIZES AND
LOCATIONS - NO MAINTENANCE STRIP
3.89'
24.00'
MATCH EXISTING FENCE
HEIGHT AND LAYOUT - NO
MAINTENANCE STRIP
MATCH EXISTING FENCE
HEIGHT AND LAYOUT - NO
MAINTENANCE STRIP
SIMILAR TO
SIMILAR
TO
SIMILAR
TO
SIMILAR
TO
AY DIRECTIONAL
COMBINED DIRECTIONAL
COMBINED DIRECTIONAL
DIRECTIONAL
STANDARD ONE-WAY DIRECTIONAL
STANDARD ONE-WAY
DIRECTIONAL
NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKING12' WALK
9'X18' STALLS (TYPICAL)
PAINTED ACCESSIBLE
SYMBOL (TYPICAL)
4" PAINT STRIPE @ 3'
O.C. WITH WORDS "NO
PARKING" (TYPICAL)1
C2.13
1
C2.13
1
C2.13
1
C2.13
1
C2.13
1
C2.13
1
C2.13
ANSFORMER - REFER TO
ECTRICAL PLANS
K - REFER TO
PLANS
1
C2.13
2
C2.13
3
C2.13
TRANSITION CURB
STYLES OVER 10'
3
C2.13
3
C2.13
2
C2.13
4
C2.13
4
C2.13
5
C2.13
5
C2.13
5
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
C2.13
6
C2.13 6
C2.13
6
C2.13
7
C2.13
7
C2.13
7
C2.13
8
C2.13
8
C2.13
9
C2.13
2
C2.14
10
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
14
C2.13
C2.13
20
C2.13
19
C2.13
20
C2.13
19
C2.13
20
C2.13
192
C2.14
6
C2.13
C2.12
3
C2.12
21
C2.12
5
C2.13
1
C2.13
24
C2.11
18
C2.13
TIE INTO EXISTING RETAINING WALL. DISMANTLE
EXISTING RETAINING WALL SYSTEM AS REQUIRED.
TIE INTO EXISTING RETAINING WALL. DISMANTLE
EXISTING RETAINING WALL SYSTEM AS REQUIRED.
TIE INTO EXISTING RETAINING WALL AND EXISTING
FENCE. DISMANTLE EXISTING RETAINING WALL SYSTEM
AS REQUIRED. MATCH EXISTING FENCE HEIGHT AND
CONCRETE MAINTENANCE STRIP / MOUNTING TO WALL.
18
C2.13
18
C2.13
6
C2.13
1
C2.13
4
C2.12
PLACE POST AS CLOSE AS
POSSIBLE TO BUILDING
PLACE POST MIN. 12"
INSIDE BITUMINOUS LIMITS
18
C2.13
18
C2.13
3' WIDE SINGLE SWING GATE
WITH LATCHING DEVICE
12' WIDE DOUBLE SWING
GATE WITH LATCHING DEVICE
12' WIDE DOUBLE SWING
GATE WITH LATCHING DEVICE
18
C2.13
10
C2.13
4" PAINT STRIPE @ 3'
O.C. WITH WORDS "NO
PARKING" (TYPICAL)
REFER TO STRUCTURAL
PLANS FOR WALL SECTION
1
C2.13
5
C2.13
5
C2.13
5
C2.13
5
C2.13
14
C2.13
1
C2.13
C2.13
18
C2.11
24
6
C2.13
CB 12
C2.15
CB12
C2.15
CB12
C2.15
DB 17
C2.13
DB 17
C2.13
EC2.13
16
17
C2.13A
AC2.13
16
8
C2.13
11
C2.13
9
C2.13
9
C2.13
17
C2.13A
2
C2.14
C2.14
2
C2.14
2
C2.14
5' WIDE SIDEWALK
8' WIDE SIDEWALK
5' WIDE SIDEWALK
5' WIDE SIDEWALK
14
C2.13
2
C2.13
C2.13
7
C2.13
7
C2.13
BACK TO BACK
PERPENDICULAR
1
C2.14
3
C2.16
BACK TO BACK
PERPENDICULAR
1
C2.14
NOTES:LEGEND
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED CONCRETE WALK
PROPOSED CONCRETE SLAB
PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT
PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT
PROPOSED LAKE VALENTINE ROAD BITUMINOUS PAVEMENT
PROPOSED RETAINING WALL
PROPOSED REINFORCED SOIL SLOPE (RSS)
PROPOSED CHAIN LINK / DECORATIVE METAL FENCING WITH MAINTENANCE STRIP
PROPOSED TRAFFIC CONTROL SIGN
PAINTED ACCESSIBLE SYMBOL
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1
C2.11
6
C2.13
7
C2.13
10
C2.13
11
C2.13
12
C2.13
24
C2.11
1
C2.12
2
C2.12
3
C2.12
18
C2.13
19
C2.13
20
C2.13
13
C2.13
14
C2.13
15
C2.13
16
C2.13
17
C2.13
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.22
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
CENTERPLANFINISHING
Addendum #2 02/22/2019 1
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.
3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB.
4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE
PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.
5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR
A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE
ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO
ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.
6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,
AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.
7. ALL DIMENSIONS ARE TO FACE OF CURB, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS
OTHERWISE NOTED.
1
PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDINGADDITION 'F'
PROPOSED BUILDING ADDITION 'G'
SOUTH PARKING
(14 BUS STALLS)45°0'0REFER TO ARCHITECTURAL PLANS
FOR DIMENSIONS AND LAYOUT
REFER TO ARCHITECTURAL PLANS
FOR DIMENSIONS AND LAYOUT
REFER TO ARCHITECTURAL PLANS
FOR DIMENSIONS AND LAYOUT
MATCH EXISTING FENCE
HEIGHT AND LAYOUT - NO
MAINTENANCE STRIP
MATCH EXISTING FENCE HEIGHT
AND LAYOUT INCLUDING GATE
SIZES AND LOCATIONS
MATCH EXISTING FENCE
HEIGHT AND LAYOUT - NO
MAINTENANCE STRIP
MATCH EXISTING FENCE
HEIGHT AND LAYOUT - NO
MAINTENANCE STRIP
TO
12' WALK
1
C2.13
1
C2.13
1
C2.13
1
C2.13
1
C2.13
1
C2.13
TRANSFORMER - REFER TO
ELECTRICAL PLANS
FUEL OIL TANK - REFER TO
MECHANICAL PLANS
1
C2.13
1
C2.13
1
C2.13
C2.13
18
C2.11
24
4
C2.13
5
C2.13
5
C2.13
5
C2.13
6
C2.13
6
C2.13
6
C2.13
7
C2.13
7
C2.13
11
C2.1311
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
11
C2.13
C2.13
18
C2.11
24
C2.13
18
C2.11
24
C2.13
20
C2.13
18
C2.12
3
C2.12
21
C2.12
C2.13
20
C2.13
18
1
C2.12
C2.12
3
C2.12
21
C2.12
C2.13
20
C2.13
18
C2.12
3
C2.12
2
1
C2.12 C2.13
20
C2.13
18
C2.12
3
C2.12
2
21
C2.13
5
C2.13
5
C2.13
1
C2.13
24
C2.11
18
C2.13
TIE INTO EXISTING RETAINING WALL. DISMANTLE
EXISTING RETAINING WALL SYSTEM AS REQUIRED.
TIE INTO EXISTING RETAINING WALL. DISMANTLE
EXISTING RETAINING WALL SYSTEM AS REQUIRED.
TIE INTO EXISTING RETAINING WALL AND EXISTING
FENCE. DISMANTLE EXISTING RETAINING WALL SYSTEM
AS REQUIRED. MATCH EXISTING FENCE HEIGHT AND
CONCRETE MAINTENANCE STRIP / MOUNTING TO WALL.
18
C2.13
18
C2.13
6
C2.13
6
C2.13
6
C2.13
6
C2.13
PLACE POST AS CLOSE AS
POSSIBLE TO BUILDING
PLACE POST MIN. 12"
INSIDE BITUMINOUS LIMITS
18
C2.13
3' WIDE SINGLE SWING GA
WITH LATCHING DEVICE
5
C2.13
5
C2.13
TIE INTO EXISTING RETAINING WALL AND EXISTING
FENCE. DISMANTLE EXISTING RETAINING WALL SYSTEM
AS REQUIRED. MATCH EXISTING FENCE HEIGHT AND
CONCRETE MAINTENANCE STRIP / MOUNTING TO WALL.
1
C2.13
C2.13
1
C2.13
C2.13
18
C2.11
24
6
C2.13
9
C2.13
14
C2.13
NOTES:
LEGEND
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED CONCRETE WALK
PROPOSED CONCRETE SLAB
PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT
PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT
PROPOSED LAKE VALENTINE ROAD BITUMINOUS PAVEMENT
PROPOSED RETAINING WALL
PROPOSED REINFORCED SOIL SLOPE (RSS)
PROPOSED CHAIN LINK / DECORATIVE METAL FENCING WITH MAINTENANCE STRIP
PROPOSED TRAFFIC CONTROL SIGN
PAINTED ACCESSIBLE SYMBOL
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1
C2.11
6
C2.13
7
C2.13
10
C2.13
11
C2.13
12
C2.13
24
C2.11
1
C2.12
2
C2.12
3
C2.12
18
C2.13
19
C2.13
20
C2.13
13
C2.13
14
C2.13
15
C2.13
16
C2.13
17
C2.13
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.23
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
SOUTHPLANFINISHING
Addendum #2 02/22/2019 1
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.
3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB.
4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE
PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.
5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR
A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE
ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO
ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.
6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,
AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.
7. ALL DIMENSIONS ARE TO FACE OF CURB, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS
OTHERWISE NOTED.
Addendum #3 02/26/2019 2
PROPOSED FOOTBALL /
LACROSSE FIELD
(180' X 360')
461.70' MEASURED ALONG PROPERTY LINE54.68'90
°
0
'
0
"113°19'53"180.00'360.00
'
4
C2.15
4
C2.15
4
C2.15
4
C2.15
NOTES:LEGEND
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
PROPOSED CONCRETE WALK
PROPOSED CONCRETE SLAB
PROPOSED MEDIUM DUTY BITUMINOUS PAVEMENT
PROPOSED HEAVY DUTY BITUMINOUS PAVEMENT
PROPOSED LAKE VALENTINE ROAD BITUMINOUS PAVEMENT
PROPOSED RETAINING WALL
PROPOSED REINFORCED SOIL SLOPE (RSS)
PROPOSED CHAIN LINK / DECORATIVE METAL FENCING WITH MAINTENANCE STRIP
PROPOSED TRAFFIC CONTROL SIGN
PAINTED ACCESSIBLE SYMBOL
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1
C2.11
6
C2.13
7
C2.13
10
C2.13
11
C2.13
12
C2.13
24
C2.11
1
C2.12
2
C2.12
3
C2.12
18
C2.13
19
C2.13
20
C2.13
13
C2.13
14
C2.13
15
C2.13
16
C2.13
17
C2.13
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.24
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
FIELDPLANFINISHING
1.REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.
3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB.
4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE
PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.
5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR
A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE
ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO
ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.
6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,
AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.
Addendum #3 02/26/2019 2
BUS PARKING
(29 BUS STALLS)
EAST PARKING
(174 STALLS)
WEST PARKING
(8 BUS STALLS)
17
12
NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNORTH PARKING
(483 STALLS)
PAINTED
DIRECTIONAL ARROW
24" SOLID WHITE
PAINTED STOP BAR
24" SOLID WHITE
PAINTED STOP BAR
4" WIDE SINGLE WHITE PAINT STRIPE
24" SOLID YELLOW LINE @ 30' O.C. WITH
DOUBLE 4" YELLOW LINE BORDER. GRIND OR
BLAST EXISTING PAINT STRIPING. LIMITS SHALL
MATCH THE EXISTING CENTER LANE MARKINGS
PER MnDOT CROSSWALK DETAIL - CROSSWALK
BLOCKS SHALL BE 2.5' x 6' @ 5.5' O.C. (3' SPACE)
PER MnDOT CROSSWALK DETAIL - CROSSWALK
BLOCKS SHALL BE 2.5' x 6' @ 5.5' O.C. (3' SPACE)
PER MnDOT CROSSWALK DETAIL - CROSSWALK
BLOCKS SHALL BE 2.5' x 6' @ 5.5' O.C. (3' SPACE)
24" SOLID WHITE
PAINTED STOP BAR
PER MnDOT CROSSWALK DETAIL - CROSSWALK
BLOCKS SHALL BE 2.5' x 6' @ 5.5' O.C. (3' SPACE)
PAINTED
DIRECTIONAL ARROW
PER MnDOT CROSSWALK DETAIL - CROSSWALK
BLOCKS SHALL BE 2.5' x 6' @ 5.5' O.C. (3' SPACE)
PAINTED 'STOP' BAR
PER MnDOT CROSSWALK DETAIL - CROSSWALK
BLOCKS SHALL BE 2.5' x 6' @ 5.5' O.C. (3' SPACE)
R35.00'
R35
.
0
0
'R55.00
'R35.00'
R
3
5
.
0
0
'R100.00'15:1 L
A
N
E
T
A
P
E
R R35.00'11' LANE WIDTH11' LANE WIDTHR35.00'24.00'
30.00'
30.00'
34.85'
(EXISTING)
R20.00'R35.00'12'12'13'R310.00'R310.00'13'13'12'12'4" WIDE PAINT
STRIPE @ 3' O.C.R35.00'4" WIDE DOUBLE
YELLOW PAINT STRIPE
R25.00'EQEQ24.00'R35.00
'
R35.00'
20' FIRE L
A
N
E
R120.00'
120' TURN LANES
125' TAPER
110' TUR
N
L
A
N
E
105' TAPER 23
C2.13 TYPICAL SECTION
ALIGN WITH EXISTING LANE STRIPING
4" WIDE SINGLE YELLOW SOLID PAINT STRIPE
WITH 4" YELLOW 6' LONG DASH AT 45' O.C.
(MATCH EXISTING LANE STRIPING)
4" WIDE SINGLE YELLOW SOLID PAINT STRIPE
WITH 4" YELLOW 6' LONG DASH AT 45' O.C.
(MATCH EXISTING LANE STRIPING)
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.25
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
ROADVALENTINELAKE
MnMUTCD R1-1
(30"x30")A
MnMUTCD S1-1
(30"x30")B
MnMUTCD W16-7P
(24"x12")C
MnMUTCD W16-9P
(24"x12")D
MnMUTCD R4-7
(36"x30")E
MnMUTCD R3-7
(30"x30")F
SIGNAGE KEY NOTES
CROSSWALK SIGN WITH
FLASHING SIGNAL
NOTES:
1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
MnMUTCD S5-1
(24"x48")25
SPEED
LIMIT
SCHOOL
WHEN
FLASHING
G
25
SPEED
LIMIT
SCHOOL
WHEN
FLASHING
25
SPEED
LIMIT
SCHOOL
WHEN
FLASHING
23
15
17
12NOPARKING
NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNORTH PARKING
(501 STALLS)
BUS PARKING
(29 BUS STALLS)
58
56
58
52
32
34
34
26
23
26
26
EAST PARKING
(174 STALLS)
WEST PARKING
(8 BUS STALLS)NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGLANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.26
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
MOTIONSFIRE TRUCK
F
0"
6"
F
F
F
F
6"
6"
6"
6"
6"
6"
6"
6"
6"
0"0"0"
0"0"
0"
0"
0"
0"
0"
0"
F
0"6"0"
0"
0"
0"
0"
0"
0"
6"
6"6"
6"
6"
F
F
F
F
F
F
6"
0"
0"
6"
6"
0"
0"
6"
0"
0"
6"
6"
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.27
1" = 20'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
DETAILSINTERSECTION
1
C1.27
WEST INTERSECTION
2
C1.27
CENTRAL INTERSECTION
3
C1.27
EAST INTERSECTION
LEGEND
CONTROL POINTS AT GUTTER FLOW LINE
TRUNCATED DOMES (SEE STANDARD PLATE 7038)
CURB HEIGHT
LANDING AREA - 4' X 4' MIN. DIMENSIONS AND MAX 2.0% SLOPE IN ALL
DIRECTIONS
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%
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
TRAFFIC FLOW ARROW
S
F
XXX
X"
913
9
1
1
911 911
9129
1
2
913
9
1
3
914
9
1
4
9149159
1
69099
1
0911 912913
9
1
4
91
5
915
91
6
906
907
911
912
9
1
2
913
14.8
14.7 14.3
14.2 14.1
13.8
13.7 13.5
13.4 13.2
13.1 12.9
11.8
11.2 ME
11.7 ME12.3 ME
05.4 ME
07.4 ME
07.3 ME
07.6 ME
08.7 ME
09.1 ME
12.9 ME
15.5
15.1
15.3
15.4
13.5
13.3
15.3
15.2
15.6
15.4
14.1
14.715.7
15.8
13.7
13.8
18.1 ME 17.7
15.0 ME
15.9 ME
16.6 ME
17.0 ME
12.7 ME 12.6 ME 12.3 ME 11.9 ME
11.9 ME
14.0
14.0
13.212.813.0
12.2 ME
12.2 ME
12.3 ME 12.8 ME
12.8 ME
12.4 ME
12.4
12.4
12.4
12.4
12.4
12.4
12.6 ME
12.6 ME
13.3 ME13.7 ME
13.3 ME
14.0
13.8
13.6
13.8
14.0
13.8
14.1
13.9
14.2
14.0 ME
14.8
14.1
13.9 ME
10.0 ME
11.8 ME
13.3 ME
14.3 ME
15.1 ME
15.3 ME
15.9 ME
15.8 ME
15.6 ME
15.3 ME
14.7 ME
15.9 ME
15.6 ME
16.1 ME
15.7 ME
16.7 ME
15.9 ME
15.7 ME
15.5 ME
14.8 ME
14.3 ME
13.4 ME
12.7 ME
06.2 ME
10.6 ME
10.5 ME
11.7
12.3
12.5
13.2
13.8
14.1
14.7
14.9
14.8
15.4
15.6
15.1
15.7
15.9 14.9
14.8
20.5 ME
20.5 ME
11.7 ME
12.7 ME
12.5 ME
12.6 ME
12.7
15.4
15.7
15.4
15.1
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
12.0 ME12.2 ME
12.1 ME12.5 ME
12.2
12.3
12.1
12.2 12.3
12.2
12.8
12.7 12.7
12.6
12.4
12.3
12.4
12.3
11.6
11.2
11.1
09.0 ME
09.4 ME
09.8 ME
09.1 ME
14.8
14.5
14.3 ME
14.6 ME
14.7 ME
13.1 ME
13.2 ME 13.3
13.2 12.6 ME
12.6 ME
15.1 ME
16.0
15.4
15.6 ME
11.9 EOF
13.4 ME
12.9 ME
17.2
15.7
15.5
15.2
15.4
16.8
16.7
913
914
915 903903
903903903904904904 904904
905906907 90707.8
07.8
07.8
06.6 EOF
07.8
07.8
07.8
07.8
07.8
WEST PARKING
(8 BUS STALLS)
ACCESSIBLE PARKING
(14 STALLS)
MATCH EXISTING GRADES FOR
RESTORATION WORK OUTSIDE
OF GRADING LIMITS (TYPICAL)
MATCH EXISTING GRADES FOR
RESTORATION WORK OUTSIDE
OF GRADING LIMITS (TYPICAL)
STORM WATER POND SOUTH LOBE
BOTTOM = 898.00
NWL = 903.50
HWL = 906.63
EOF = 907.00
STORM WATER POND NORTH LOBE
BOTTOM = 894.50
NWL = 903.50
HWL = 906.63
EOF = 907.00
NORTH PARKING
(483 STALLS)
LEGEND
915
15.6
1.)Top of top nut of fire hydrant, approx. 115 feet north of door #2, north of school
Elevation = 920.79 feet
2.)Top of top nut of fire hydrant, west of southerly building corner
Elevation = 927.71 feet
3.)Top of top nut of fire hydrant, north of Lake Valentine Rd., west of west entrance to bus garage
Elevation = 918.17 feet
BENCHMARKS (FIELD VERIFY BEFORE USING)NOTES:
1.REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
1
C2.11
5
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.31
1" = 40'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
NORTHPLANDRAINAGEGRADING AND
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
PROPOSED GRADING LIMITS
PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS
APPROXIMATE SOIL BORING LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
913
9
1
1
911 911
9129
1
2
913
9
1
3
925
6
7
914
9
1
4
914
915915915
9
1
6
9
1
6
917
91
7
91
7
917918918
919920
915
91
6
906
907
911
912
9
1
2
913
27.4 ME
26.9
26.9
27.427.427.427.427.4
27.3 ME
27.1
17.5 ME
18.7 ME
19.1 ME
18.7 ME
18.4 ME
18.4 ME20.9 ME 18.9 ME
18.3
17.8
18.018.018.0
18.0
13.8
13.7 13.5
13.4 13.2
13.1 12.9
11.8
11.2 ME
11.7 ME12.3 ME
07.4 ME
07.3 ME
07.6 ME
12.9 ME
17.5
17.1
15.5
14.7 ME
17.2
17.1
16.9
16.6
16.8 16.7
15.1
15.3
15.4
13.5
13.3
15.3
15.2
15.6
17.9
17.9
17.7
20.8
20.6
21.4
17.5
16.5
17.8
17.6
17.3
18.0
17.2
16.7
16.0
17.2
16.7
16.8
16.6
15.4
14.1
14.715.7
15.8
17.0
17.7
13.7
13.8
22.4
22.5
22.7
22.6
26.8
23.0 ME
22.7 ME
19.0 ME
18.9 ME
18.1 ME
18.5 ME
17.7
18.0
18.1
15.0 ME
15.9 ME
16.6 ME
17.0 ME
12.7 ME 12.6 ME 12.3 ME 11.9 ME
11.9 ME
14.0
14.0
13.212.813.0
12.2 ME
12.2 ME
12.3 ME 12.8 ME
12.8 ME
12.4 ME
12.4
12.4
12.4
12.4
12.4
12.4
12.6 ME
12.6 ME
13.3 ME
13.7 ME
13.8 ME
13.7 ME
13.3 ME
14.0
13.8
13.6
13.8
14.0
13.8
14.1
13.9
14.2
14.0 ME
14.8
14.1
13.9 ME
17.0 ME
14.7 ME
15.9 ME
15.6 ME
16.1 ME
15.7 ME
15.7
15.9 14.9
14.8
20.5 ME
17.9
11.7 ME
12.7 ME
13.6 ME
14.3 ME
14.2 ME
13.8 ME
13.3 ME
12.5 ME
12.6 ME
13.3
13.8
14.2
13.8
13.9 ME
13.6
12.7
17.517.5
16.9 16.9
17.217.5
21.421.2
17.4
17.9
18.5
15.4
15.7
15.4
15.1
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
14.5 ME 14.5 ME
14.5 ME
14.8 ME
14.9 ME
14.5 ME14.5 ME
14.6 ME
17.2 ME
17.5 ME
16.6 ME
15.1 ME
17.4 ME
17.5 ME
18.2 ME
18.2 ME
19.4 ME
16.4
16.6 ME
16.2 ME
15.8 ME
15.6 ME
15.2 ME
15.3 ME
15.9
16.0
16.3
16.5
16.9
17.3
17.7
17.5
18.2
17.1
16.8
16.7
18.2
ME
6
E
26.5 ME
25.7 ME
25.4 ME
24.7 ME
25.2 ME
30.6 ME25 4
12.0 ME12.2 ME
12.1 ME12.5 ME
12.2
12.3
12.1
12.2 12.3
12.2
12.8
12.7 12.7
12.6
12.4
12.3
12.4
12.3
11.6
11.2
11.1
09.0 ME
09.4 ME
09.8 ME
09.1 ME
13.1 ME
13.2 ME 13.3
13.2 12.6 ME
12.6 ME
20.0
21.7
23.8
31.5
28.8
32.627.1
24.6
15.1 ME
16.0
15.4
15.6 ME
11.9 EOF
18.0
17.8
19.1
18.3
19.5
13.4 ME
12.9 ME
17.7
17.2
15.7
16.9
15.5
15.2
15.4
16.8
16.7
17.9
7
27.2 ME
914
BUS PARKING
(29 BUS STALLS)
PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDING ADDITION 'G'
F.F.E. = 927.4 / ARCH. 100'-0"
F.F.E. = 916.86 / ARCH. 89'-512"
EAST PARKING
(174 STALLS)
WEST PARKING
(8 BUS STALLS)
SOUTH PARKING
(14 BUS STALLS)
ACCESSIBLE PARKING
(14 STALLS)
5
C2.11
6
C2.11
6
C2.11
7
C2.11
MATCH EXISTING GRADES FOR
RESTORATION WORK OUTSIDE
OF GRADING LIMITS (TYPICAL)
MATCH EXISTING GRADES FOR
RESTORATION WORK OUTSIDE
OF GRADING LIMITS (TYPICAL)
LEGENDNOTES:
1.REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
915
15.6
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
1
C2.11
5
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.32
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
CENTERPLANDRAINAGEGRADING AND
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
PROPOSED GRADING LIMITS
PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS
APPROXIMATE SOIL BORING LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
923923924
9
2
4
924
925925
925
925925925925
925
926926926926926 926
926926
926927
927
92
7927
927
927
91
7
918918
919920
26.9
26.9
26.8
27.4 ME
26.9
26.9
27.427.427.427.427.4
27.427.4
27.3 ME
27.427.427.427.4
26.9
26.9
26.926.9
27.427.427.427.4
26.9
27.1
23.4
25.6
25.2
25.7
26.4
23.0
24.4
24.9
26.8
26.8
26.1
25.6
26.0
25.425.6
25.1
24.0
24.8
24.8
24.4
26.9
25.0
25.4
25.9
25.9
26.6
26.7
24.4
25.2
23.3
23.7
26.2
26.1
25.8
25.7
25.1
25.5
24.6
22.2
22.4
23.2
24.1
23.5
24.2
24.7
24.4
24.0
24.5
26.5
26.4
19.1 ME
18.7 ME
18.4 ME
18.4 ME20.9 ME 18.9 ME
18.3
17.8
18.018.018.0
18.0
17.5
17.1
17.5
16.5
17.8
17.6
17.3
18.0
17.2
16.7
16.0
17.2
16.7
16.8
17.0
17.7
22.4
22.5
22.7
22.6
27.2
27.4
26.8
26.0
26.1
26.5
25.8
23.0 ME
22.7 ME
27.427.427.4
27.3
26.9
27.2
26.9
26.9
26.7 ME
26.9
26.8 ME
25.5 ME
25.0
26.2
26.6
27.2
26.8
25.5
25.8
24.7
25.3 ME
23.2
25.2 ME
22.9
17.0 ME
17.517.5
16.9 16.9
17.5
21.417.4
17.9
25.2
25.5
18.5
18.2 ME
18.2 ME
19.4 ME
16.4
17.7
17.5
18.2
17.1
16.8
16.7
18.2
26.6 ME25.7 ME
25.6 ME
25.2 ME
23.8
24.6
25.9
14.2 ME
20.2 ME
23.8 ME
17.5 ME
16.3 ME
15.5 ME
15.5 ME
16.6 ME
23.5 ME
23.8 ME
24.2 ME
23.3 ME
19.7 ME
10.9 ME
13.1 ME
22.7 ME
23.3 ME
24.8 ME
25.4 ME
25.3 ME
24.5 ME
23.5 ME
23.2 ME
22.8 ME
23.3 ME
23.9 ME
24.7 ME
28.5 ME
27.1 ME
25.0 ME
25.0 ME
24.5 ME
24.1 ME
22.4 ME
21.8 ME
21.5 ME
20.3 ME
21.6 ME
26.1
26.2 ME
26.9 ME
26.8 ME
25.9 ME
25.9 ME
25.6
25.8
26.1
27.5
26.9
25.3
25.8
26.6
25.9
25.3
26.0
26.3
25.6
26.0
25.7
24.9
27.2 ME
25.9
26.5 ME
25.7 ME
25.4 ME
24.7 ME
25.2 ME
30.6 ME
32.0 ME
30.4 ME
29.8 ME
29.6 ME
29.5 ME
29.4 ME
29.1 ME
26.6
27.1
27.2
27.1
26.4
25.9
26.3
26.1
25.4
23.8
23.4
20.0
21.7
23.8
31.5
28.8
32.6
32.1
26.0
27.1
24.6
27.0
18.0
17.8
19.1
30.6
25.7
27.2 ME
26.7
26.7 ME
26.5 ME
25.4
PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDING
ADDITION 'F'
PROPOSED BUILDING ADDITION 'G'
F.F.E. = 927.4 / ARCH. 100'-0"
F.F.E. = 927.4 / ARCH. 100'-0"
F.F.E. = 916.86 / ARCH. 89'-512"
SOUTH PARKING
(14 BUS STALLS)
5
C2.11
5
C2.11
6
C2.11
6
C2.11
6
C2.11
7
C2.11
MATCH EXISTING GRADES FOR
RESTORATION WORK OUTSIDE
OF GRADING LIMITS (TYPICAL)
MATCH EXISTING GRADES FOR
RESTORATION WORK OUTSIDE
OF GRADING LIMITS (TYPICAL)
MATCH EXISTING GRADES FOR
RESTORATION WORK OUTSIDE
OF GRADING LIMITS (TYPICAL)
LEGEND
NOTES:
1.REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
915
15.6
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
1
C2.11
5
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.33
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
SOUTHPLANDRAINAGEGRADING AND
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
PROPOSED GRADING LIMITS
PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS
APPROXIMATE SOIL BORING LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1.)Top of top nut of fire hydrant, approx. 115 feet north of door #2, north of school
Elevation = 920.79 feet
2.)Top of top nut of fire hydrant, west of southerly building corner
Elevation = 927.71 feet
3.)Top of top nut of fire hydrant, north of Lake Valentine Rd., west of west entrance to bus garage
Elevation = 918.17 feet
BENCHMARKS (FIELD VERIFY BEFORE USING)
91
7
91
8
919
920920
921921
922922
923
924
925
926
927
928
929929
930930931931932932
933933933
934
935
30.0
29.6
32.6
33.0
19.6 ME
28.3 ME
35.9 ME
32.6 ME
30.6 ME
26.6 ME
26.6 ME
26.6 ME
19.6 ME
19.6 ME
29.6 ME
29.5 ME
29.2 ME
29.0 ME
29.3 ME
29.5 ME
29.1 ME
28.9 ME
29.8 ME
28.8 ME
28.5 ME
29.7 ME
16.6 ME
16.2 ME
19.7 ME
19.7 ME
19.7 ME
19.3
19.1
18.8
18.4
29.5 ME
32.9 ME
33.0 ME
33.1 ME
33.2 ME
33.0 ME
33.2 ME
33.2 ME
33.2 ME
32.7 ME
33.2 ME
PROPOSED FOOTBALL /
LACROSSE FIELD
(180' X 360')
MATCH EXISTING GRADES FOR
RESTORATION WORK OUTSIDE
OF GRADING LIMITS (TYPICAL)
LEGEND
915
15.6
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
1
C2.11
5
C2.11
GENERAL NOTES
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.34
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
FIELDPLANDRAINAGEGRADING AND
1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.
2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION
STAKING / LAYOUT.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS,
INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THE
CITY.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION
ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL SIGNAGE LAYOUTS
MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES.
5. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC.
6. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF
MATERIALS TO BE HANDLED.
7. REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS.
8. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.
9. REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT.
10. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, PART OF
SECTION 01 89 13, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 00 00 SHALL BE
RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP.
11. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED
DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION
AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.
12. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.
13. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.
14. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES
(INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN.
15. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS
OTHERWISE NOTED.
16. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 15.1 OR 15 SHALL BE UNDERSTOOD TO MEAN
915.1 OR 915.
17. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTER GRADES,
UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDING
PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOT ELEVATIONS WITH
LABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS.
18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT,
FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN
ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT
SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS REQUIRED.
ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTAL
TO THE CONTRACT.
19.NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESS
OTHERWISE NOTED.
20. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE
PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED OR SEEDED.
21. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR A
CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE
ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO
ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.
22. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD OR RE-SEED ALL APPLICABLE AREAS,
AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.
23. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER
POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET
HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION
DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF
THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).
24. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL
EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE
BEGINNING CONSTRUCTION.
25. CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE
TEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES,
PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BE REMOVED UNTIL
TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE
ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL
CONTRACTOR, ETC.) AS REQUIRED.
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
PROPOSED GRADING LIMITS
PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS
APPROXIMATE SOIL BORING LOCATION
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1.)Top of top nut of fire hydrant, approx. 115 feet north of door #2, north of school
Elevation = 920.79 feet
2.)Top of top nut of fire hydrant, west of southerly building corner
Elevation = 927.71 feet
3.)Top of top nut of fire hydrant, north of Lake Valentine Rd., west of west entrance to bus garage
Elevation = 918.17 feet
BENCHMARKS (FIELD VERIFY BEFORE USING)
913
9
1
1
911 911
9129
1
2
913
9
1
3
914
9
1
4
9149159
1
6
9
0
9
9
1
0911 912913
9
1
4
91
5
915
91
6
906
907
911
912
9
1
2
913
14.8
14.7 14.3
14.2 14.1
13.8
13.7 13.5
13.4 13.2
13.1 12.9
11.8
11.2 ME
11.7 ME12.3 ME
05.4 ME
07.4 ME
07.3 ME
07.6 ME
08.7 ME
09.1 ME
12.9 ME
15.5
15.1
15.3
15.4
13.5
13.3
15.3
15.2
15.6
15.4
14.1
14.715.7
15.8
13.7
13.8
18.1 ME 17.7
15.0 ME
15.9 ME
16.6 ME
17.0 ME
12.7 ME 12.6 ME 12.3 ME 11.9 ME
11.9 ME
14.0
14.0
13.212.813.0
12.2 ME
12.2 ME
12.3 ME 12.8 ME
12.8 ME
12.4 ME
12.4
12.4
12.4
12.4
12.4
12.4
12.6 ME
12.6 ME
13.3 ME13.7 ME
13.3 ME
14.0
13.8
13.6
13.8
14.0
13.8
14.1
13.9
14.2
14.0 ME
14.8
14.1
13.9 ME
10.0 ME
11.8 ME
13.3 ME
14.3 ME
15.1 ME
15.3 ME
15.9 ME
15.8 ME
15.6 ME
15.3 ME
14.7 ME
15.9 ME
15.6 ME
16.1 ME
15.7 ME
16.7 ME
15.9 ME
15.7 ME
15.5 ME
14.8 ME
14.3 ME
13.4 ME
12.7 ME
06.2 ME
10.6 ME
10.5 ME
11.7
12.3
12.5
13.2
13.8
14.1
14.7
14.9
14.8
15.4
15.6
15.1
15.7
15.9 14.9
14.8
20.5 ME
20.5 ME
11.7 ME
12.7 ME
12.5 ME
12.6 ME
12.7
15.4
15.7
15.4
15.1
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
12.0 ME12.2 ME
12.1 ME12.5 ME
12.2
12.3
12.1
12.2 12.3
12.2
12.8
12.7 12.7
12.6
12.4
12.3
12.4
12.3
11.6
11.2
11.1
09.0 ME
09.4 ME
09.8 ME
09.1 ME
14.8
14.5
14.3 ME
14.6 ME
14.7 ME
13.1 ME
13.2 ME 13.3
13.2 12.6 ME
12.6 ME
15.1 ME
16.0
15.4
15.6 ME
11.9 EOF
13.4 ME
12.9 ME
17.2
15.7
15.5
15.2
15.4
16.8
16.7
913
914
915 903903
903903903904904904 904904
905906907 90707.8
07.8
07.8
06.6 EOF
07.8
07.8
07.8
07.8
07.8
MH 1 (EXISTING)
RIM = 912.2
INV. = 901.3
INV. = 901.50 SW
48" ID
R-1642
CORE DRILL CONNECTION TO
EXISTING STRUCTURE - PROVIDE
RUBBER BOOT AT CONNECTION
MH 2
RIM = 915.1
INV. = 903.58
48" ID
R-1642
100' - 6" PVC @ 2.08%
WEST PARKING
(8 BUS STALLS)
ACCESSIBLE PARKING
(14 STALLS)
CONNECT TO EXISTING
8" WM AND 8" GV
BD 9 (EXISTING)
12,610 S.F.
MH 116
RIM = 913.2
INV. = 906.65 N
INV. = 906.65 S
INV. = 906.77 SE
48" ID
R-1642
OCS 1
RIM = 911.50
INV. = 907.30
INV. = 907.50 DT (2)
48" ID
SEE DETAIL
CB 2
RIM = 916.0
INV. = 905.67 N
INV. = 906.22 S
INV 911 20 W
CB 1
RIM = 915.1
INV. = 904.60 N
INV. = 905.05 S
INV. = 912.10 FD (2)
84" ID
R-3067-V
MH 109
RIM = 918.2
INV. = 911.60
INV. = 912.00 DT
48" ID
R-1642
PROVIDE BACK WATER
VALVE AT DT CONNECTION
26' - 12" PVC @ 0.77%
124' - 30" RCP
@ 0.50%
18' - 12" RCP
@ 2.95%
REPLACE EXISTING TOP SLAB AND CASTING
WITH NEW TOP SLAB AND R-3067-V CASTING
CB 12
RIM = 913.2
INV. = 907.64
48" ID
R-3067-V
14' - 12" RCP @ 1.00%
CONNECT TO EXISTING STRUCTURE AT INV. = 907.50.
REPLACE TOP SLAB AND CASTING WITH NEW TOP SLAB
AND R-1642 CASTING. RECONSTRUCT AS REQUIRED.
STORMWATER TRENCH
AND PRETREATMENT
STRUCTURE.
INLET INV. = 913.30
4
C2.12
HYD 3 & 6" GV
CONNECT TO EXISTING
8" WM AND 8" GV
45° BEND
8x6 TEE
11
C2.11
10
C2.11
FILTRATION AREA 7BP
BOTTOM = 911.00
SURFACE AREA = 6,140 S.F.
HWL = 912.50
O.E. = 911.50
EOF = 911.90
13
C2.11
14
C2.11
MH 9 (REMOVE EXISTING STRUCTURE)
RIM = 912.2
INV. = 901.60 S (EXISTING - FIELD VERIFY)
INV. = 901.60 NW
48" ID
R-1642
FIELD VERIFY SIZE OF EXISTING EXITING
PIPE.ADJUST HYDRANT TO FINISH GRADE
ADJUST GATE VALVE TO FINISH GRADE
ADJUST GATE VALVE TO FINISH GRADE
11
C2.15
12
6" DT @ INV. = 904.50 (TYPICAL)
56' - 33" RCP
@ 0.46%
FES 1
INV. = 903.50
33" APRON AND
CLASS III RIP RAP
(15 C.Y.)MH 101
RIM = 910.8
INV. = 903.76 NE
INV. = 904.06 S
84" ID
R-1642
136' - 33" RCP
@ 0.40%
HYD 4
CONNECT TO EXISTING HYDRANT LEAD
FOLLOWING HYDRANT REMOVAL
FES 2
INV. = 903.50
15" APRON
FES 3
INV. = 903.00
15" APRON AND
CLASS III RIP RAP
(7 C.Y.)
6' - 15" RCP @ 0.00%
36' - 15" RCP @ 1.40%
OCS 2
RIM = 906.60
INV. = 903.50
INV. = 902.50 (1' SUMP)
60" ID
SEE DETAIL 1
C2.15
STORM WATER POND SOUTH LOBE
BOTTOM = 898.00
NWL = 903.50
HWL = 906.63
EOF = 907.00
STORM WATER POND NORTH LOBE
BOTTOM = 894.50
NWL = 903.50
HWL = 906.63
EOF = 907.00
NORTH PARKING
(483 STALLS)
MH 10
RIM = 908.8
INV. = 902.38
48" ID
R-1642
MH 11 (REMOVE EXISTING STRUCTURE)
RIM = 909.0
INV. = 904.50 W (EXISTING - FIELD VERIFY)
INV. = 903.37 S
48" ID
R-1642
FIELD VERIFY LOCATION AND SIZE OF
EXISTING INCOMING PIPE.
95' - 6" PVC @ 1.04%
75' - 6" PVC @ 1.04%
1
PROVIDE TRAFFIC CONTROL PER MnDOT
STANDARDS AND COORDINATE LAKE VALENTINE
ROAD CONSTRUCTION WITH THE CITY
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2.ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE
ENCASED WITH POLYETHYLENE FILM CONFORMING TO ASTM D 1248-889.
3. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE NOTED. SANITARY SEWER INSTALLATION SHALL BE IN
ACCORDANCE WITH ASTM D2321.
4. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM
D3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.
5. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:
a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES.
b. ACCEPTABLE MANUFACTURERS / PRODUCTS:
i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”
ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”
iii. OR APPROVED EQUAL.
6. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE
OR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE
OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).
7. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED
AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE
OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).
8. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS
OF SAME BEFORE BEGINNING CONSTRUCTION.
9. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY
SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL
CONTRACTOR.
10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE
AND MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. CURB AND GUTTER
SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING.
NOTES LEGEND
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
PROPOSED GRADING LIMITS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAINTILE / FINGER DRAIN
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE
VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH.
CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING.
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1
915
15.6
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
1
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.41
1" = 40'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
NORTHPLANUTILITY
Addendum #2 02/22/2019 1
5
C2.11
11
C2.11
17B
C2.11
913
9
1
1
911 911
9129
1
2
913
9
1
3
925
6
7
914
9
1
4
914
915915915
9
1
6
9
1
6
917
91
7
91
7
917918918
919920
915
91
6
906
907
911
912
9
1
2
913
27.4 ME
26.9
26.9
27.427.427.427.427.4
27.3 ME
27.1
17.5 ME
18.7 ME
19.1 ME
18.7 ME
18.4 ME
18.4 ME20.9 ME 18.9 ME
18.3
17.8
18.018.018.0
18.0
13.8
13.7 13.5
13.4 13.2
13.1 12.9
11.8
11.2 ME
11.7 ME12.3 ME
07.4 ME
07.3 ME
07.6 ME
12.9 ME
17.5
17.1
15.5
14.7 ME
17.2
17.1
16.9
16.6
16.8 16.7
15.1
15.3
15.4
13.5
13.3
15.3
15.2
15.6
17.9
17.9
17.7
20.8
20.6
21.4
17.5
16.5
17.8
17.6
17.3
18.0
17.2
16.7
16.0
17.2
16.7
16.8
16.6
15.4
14.1
14.715.7
15.8
17.0
17.7
13.7
13.8
22.4
22.5
22.7
22.6
26.8
23.0 ME
22.7 ME
19.0 ME
18.9 ME
18.1 ME
18.5 ME
17.7
18.0
18.1
15.0 ME
15.9 ME
16.6 ME
17.0 ME
12.7 ME 12.6 ME 12.3 ME 11.9 ME
11.9 ME
14.0
14.0
13.212.813.0
12.2 ME
12.2 ME
12.3 ME 12.8 ME
12.8 ME
12.4 ME
12.4
12.4
12.4
12.4
12.4
12.4
12.6 ME
12.6 ME
13.3 ME
13.7 ME
13.8 ME
13.7 ME
13.3 ME
14.0
13.8
13.6
13.8
14.0
13.8
14.1
13.9
14.2
14.0 ME
14.8
14.1
13.9 ME
17.0 ME
14.7 ME
15.9 ME
15.6 ME
16.1 ME
15.7 ME
15.7
15.9 14.9
14.8
20.5 ME
17.9
11.7 ME
12.7 ME
13.6 ME
14.3 ME
14.2 ME
13.8 ME
13.3 ME
12.5 ME
12.6 ME
13.3
13.8
14.2
13.8
13.9 ME
13.6
12.7
17.517.5
16.9 16.9
17.217.5
21.421.2
17.4
17.9
18.5
15.4
15.7
15.4
15.1
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
14.5 ME 14.5 ME
14.5 ME
14.8 ME
14.9 ME
14.5 ME14.5 ME
14.6 ME
17.2 ME
17.5 ME
16.6 ME
15.1 ME
17.4 ME
17.5 ME
18.2 ME
18.2 ME
19.4 ME
16.4
16.6 ME
16.2 ME
15.8 ME
15.6 ME
15.2 ME
15.3 ME
15.9
16.0
16.3
16.5
16.9
17.3
17.7
17.5
18.2
17.1
16.8
16.7
18.2
ME
6
E
26.5 ME
25.7 ME
25.4 ME
24.7 ME
25.2 ME
30.6 ME25 4
12.0 ME12.2 ME
12.1 ME12.5 ME
12.2
12.3
12.1
12.2 12.3
12.2
12.8
12.7 12.7
12.6
12.4
12.3
12.4
12.3
11.6
11.2
11.1
09.0 ME
09.4 ME
09.8 ME
09.1 ME
13.1 ME
13.2 ME 13.3
13.2 12.6 ME
12.6 ME
20.0
21.7
23.8
31.5
28.8
32.627.1
24.6
15.1 ME
16.0
15.4
15.6 ME
11.9 EOF
18.0
17.8
19.1
18.3
19.5
13.4 ME
12.9 ME
17.7
17.2
15.7
16.9
15.5
15.2
15.4
16.8
16.7
17.9
7
27.2 ME
914
115' - 6" PVC @ 2.04%
198' - 6"PVC @ 2.08%
MH 1 (EXISTING)
RIM = 912.2
INV. = 901.3
INV. = 901.50 SW
48" ID
R-1642
CORE DRILL CONNECTION TO
EXISTING STRUCTURE - PROVIDE
RUBBER BOOT AT CONNECTION
MH 2
RIM = 915.1
INV. = 903.58
48" ID
R-1642
MH 3
RIM = 919.0
INV. = 907.70
48" ID
R-1642
MH 4
RIM = 921.7
INV. = 909.30
48" ID
R-1642
MH 5
RIM = 928.8
INV. = 911.69
48" ID
R-1642
MH 6
RIM = 932.6
INV. = 914.03 NE / SW
INV. = 914.28 NW
48" ID
R-1642
100' - 6" PVC @ 2.08%
77' - 6" PVC @ 2.08%
119' - 6" PVC @ 2.00%
BUS PARKING
(29 BUS STALLS)
PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDING ADDITION 'G'
F.F.E. = 927.4 / ARCH. 100'-0"
F.F.E. = 916.86 / ARCH. 89'-512"
EAST PARKING
(174 STALLS)
WEST PARKING
(8 BUS STALLS)
SOUTH PARKING
(14 BUS STALLS)
ACCESSIBLE PARKING
(14 STALLS)
CONNECT TO EXISTING
8" WM AND 8" GV
CONNECT TO EXISTING
8" WM AND 8" GV
BS 1
INV. = 908.74 / MECH. 81'-4"
16 DFUs
83' - 6" PVC @ 2.08%
50' - 4" PVC @ 2.08%
5.0
0
'
(
T
Y
P
I
C
A
L
)28.06'18.69'BD 10 (EXISTING)
26,455 S.F.
BD 2 (EXISTING)
11,320 S.F.
BD 3 (EXISTING)
5,155 S.F.
BD 6 (EXISTING)
7,729 S.F.
BD 9 (EXISTING)
12,610 S.F.
MH 116
RIM = 913.2
INV. = 906.65 N
INV. = 906.65 S
INV. = 906.77 SE
48" ID
R-1642
OCS 1
RIM = 911.50
INV. = 907.30
INV. = 907.50 DT (2)
48" ID
SEE DETAIL
CB 2
RIM = 916.0
INV. = 905.67 N
INV. = 906.22 S
INV. = 911.20 W
INV. = 913.00 FD (3)
72" ID
R-3067-V
CB 1
RIM = 915.1
INV. = 904.60 N
INV. = 905.05 S
INV. = 912.10 FD (2)
84" ID
R-3067-V
MH 109
RIM = 918.2
INV. = 911.60
INV. = 912.00 DT
48" ID
R-1642
PROVIDE BACK WATER
VALVE AT DT CONNECTION
MH 110
RIM = 919.5
INV. = 911.80 E
INV. = 911.97 S
48" ID
R-1642
BD 1 (10" STORM)
INV. = 912.07 = MECH 84'-8"
15,695 S.F.
CB 3
RIM = 917.5
INV. = 906.49 N/S
INV. = 912.30 E (EXISTING - FIELD VERIFY)
INV. = 914.50 FD (3)
72" ID
R-2501-C
CONSTRUCT STRUCTURE OVER
EXISTING STORM SEWER. PROVIDE
FLEXIBLE JOINTS AT CONNECTIONS
MH 102
RIM = 920.0
INV. = 906.92 NE/SE
INV. = 915.90 SW (EXISTING - FIELD VERIFY)
72" ID
R-1642
CONSTRUCT STRUCTURE OVER EXISTING
STORM SEWER. PROVIDE FLEXIBLE
JOINTS AT CONNECTIONS
MH 103
RIM = 923.8
INV. = 907.33 N
72" ID
R-1642
CB 4
RIM = 923.8
INV. = 907.76
INV. = 920.80 FD (2)
72" ID
R-2501MH 104
RIM = 924.5
INV. = 908.02 NE/SW
INV. = 919.50 NW (EXISTING - FIELD VERIFY)
72" ID
R-1642
CONSTRUCT STRUCTURE OVER EXISTING
STORM SEWER. PROVIDE FLEXIBLE JOINTS
AT CONNECTIONS
11
6.6
W
NE
SE
ID
42
BD 4 (16" STORM)
INV. = 922.57 = MECH 95'-2"
BD 5 (EXISTING 10" STORM)
INV. = 919.40 = MECH 92'-0" (EXISTING - FIELD VERIFY)
27,350 S.F.
H 112
IM = 925.8
NV. = 919.20 NE (EXISTING - FIELD VERIFY)
NV. = 919.20 SW
8" ID
-1642
ONSTRUCT STRUCTURE OVER EXISTING
TORM SEWER PIPE - PROVIDE FLEXIBLE
OINT AT CONNECTIONS
113' - 30" RCP @ 0.38%
95' - 30" RCP @ 0.43%
59' - 30" RCP @ 0.44%
68' - 30" RCP @ 0.40%
26' - 12" PVC @ 0.77%
114' - 30" PVC @ 0.38%
124' - 30" RCP
@ 0.50%
70' - 12" PVC
@ 0.57%
18' - 12" RCP
@ 2.95%
REPLACE EXISTING TOP SLAB AND CASTING
WITH NEW TOP SLAB AND R-3067-V CASTING
STORMWATER TRENCH
AND PRETREATMENT
STRUCTURE.
INLET INV. = 913.30
4
C2.12
13' - 12" PVC @ 0.77%5.00'5.0
0
'2.08'8.0
6
'
34.55'5.00'CONNECT TO
EXISTING 8" WM
AND 8" GV8" WMHYD 3 & 6" GV
CONNECT TO EXISTING
8" WM AND 8" GV
CONNECT TO EXISTING
8" WM AND 8" GV
45° BEND
45° BEND
45° BEND
8x6 TEE
11
C2.11
11
C2.11
11
C2.11
11
C2.11
1
1
1
1
1
1
1
10
C2.11
FILTRATION AREA 7BP
BOTTOM = 911.00
SURFACE AREA = 6,140 S.F.
HWL = 912.50
O.E. = 911.50
EOF = 911.90
13
C2.11
14
C2.11
R-1642
FIELD VERIFY SIZE OF EXISTING EXITING
PIPE.ADJUST HYDRANT TO FINISH GRADE
ADJUST GATE VALVE TO FINISH GRADE
ADJUST GATE VALVE TO FINISH GRADE
11
C2.15
12
C2.11
6" DT @ INV. = 904.50 (TYPICAL)
12
C2.11
10' MIN.
1
12
C2.11
PIPE SHALL BE SOLID PVC
UNTIL MIN. 10' FROM WM
5
C2.11
ADJUST RIM TO FINISH GRADE.
RECONSTRUCT STRUCTURE AS REQUIRED.
10' MIN.
10'
M
I
N
.
5.0
0
'
(
T
Y
P
I
C
A
L
)
CB 10
RIM = 916.9
INV. = 912.07
30" PVC STRUCTURE
H-20 PEDESTRIAN GRATE
CB 11
RIM = 916.9
INV. = 912.20
30" PVC STRUCTURE
H-20 PEDESTRIAN GRATE
24' - 8" PVC
@ 0.54%
BS 2
INV. = 916.01 / MECH. 88'-7.25"
388 DFUs
R-1642
136' - 33" RCP
@ 0.40%
32' - 12" PVC @ 1.14%
HYD 4
CONNECT TO EXISTING HYDRANT LEAD
FOLLOWING HYDRANT REMOVAL
75' - 6" PVC @ 1.04%
1
LEGEND
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2.ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0"
BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILM
CONFORMING TO ASTM D 1248-889.
3. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE
NOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.
4. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS
IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN
ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.
5. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:
a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL
PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES.
b. ACCEPTABLE MANUFACTURERS / PRODUCTS:
i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”
ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”
iii. OR APPROVED EQUAL.
6. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE,
CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE
FOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE
MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE
CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).
7. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER
POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET
HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION
DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF
THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).
8. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL
EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING
CONSTRUCTION.
9. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY
SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES,
LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND
CONNECTIONS WITH MECHANICAL CONTRACTOR.
10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF
GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS
SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB
AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH
BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING.
NOTES
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.42
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
CENTERPLANUTILITY
Addendum #2 02/22/2019 1Addendum #3 02/26/2019 2
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
PROPOSED GRADING LIMITS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAINTILE / FINGER DRAIN
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE
VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH.
CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING.
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1
915
15.6
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
1
C2.11
5
C2.11
11
C2.11
17B
C2.11
923923924
9
2
4
924
925925
925
925925925925
925
926926926926926 926
926926
926927
927
92
7927
927
927
9
1
6
91
7
91
7
91791918
919920
26.9
26.9
26.8
27.4 ME
26.9
26.9
27.427.427.427.427.4
27.427.4
27.3 ME
27.427.427.427.4
26.9
26.9
26.926.9
27.427.427.427.4
26.9
27.1
23.4
25.6
25.2
25.7
26.4
23.0
24.4
24.9
26.8
26.8
26.1
25.6
26.0
25.425.6
25.1
24.0
24.8
24.8
24.4
26.9
25.0
25.4
25.9
25.9
26.6
26.7
24.4
25.2
23.3
23.7
26.2
26.1
25.8
25.7
25.1
25.5
24.6
22.2
22.4
23.2
24.1
23.5
24.2
24.7
24.4
24.0
24.5
26.5
26.4
19.1 ME
18.7 ME
18.4 ME
18.4 ME20.9 ME 18.9 ME
18.3
17.8
18.018.018.0
18.0
17.5
17.1
17.2
17.1
16.9
16.6
16.8 16.7
17.9
17.9
17.7
20.8
20.6
21.4
17.5
16.5
17.8
17.6
17.3
18.0
17.2
16.7
16.0
17.2
16.7
16.8
16.6
15.4
17.0
17.7
22.4
22.5
22.7
22.6
27.2
27.4
26.8
26.0
26.1
26.5
25.8
23.0 ME
22.7 ME
19.0 ME
18.9 ME
18.1 ME
18.5 ME
17.7
27.427.427.4
27.3
26.9
27.2
26.9
26.9
26.7 ME
26.9
26.8 ME
25.5 ME
25.0
26.2
26.6
27.2
26.8
25.5
25.8
24.7
25.3 ME
23.2
25.2 ME
22.9
18.0
18.1
17.0 ME
17.9
17.517.5
16.9 16.9
17.217.5
21.421.2
17.4
17.9
25.2
25.5
18.5
15.1
18.2 ME
18.2 ME
19.4 ME
16.4
17.7
17.5
18.2
17.1
16.8
16.7
18.2
26.6 ME25.7 ME
25.6 ME
25.2 ME
23.8
24.6
25.9
14.2 ME
20.2 ME
23.8 ME
17.5 ME
16.3 ME
15.5 ME
15.5 ME
16.6 ME
23.5 ME
23.8 ME
24.2 ME
23.3 ME
19.7 ME
10.9 ME
13.1 ME
22.7 ME
23.3 ME
24.8 ME
25.4 ME
25.3 ME
24.5 ME
23.5 ME
23.2 ME
22.8 ME
23.3 ME
23.9 ME
24.7 ME
28.5 ME
27.1 ME
25.0 ME
25.0 ME
24.4 ME
24.2 ME
24.3 ME
24.5 ME
24.1 ME
22.4 ME
21.8 ME
21.5 ME
20.3 ME
21.6 ME
26.1
26.2 ME
26.9 ME
26.8 ME
25.9 ME
25.9 ME
25.6
25.8
26.1
27.5
26.9
25.3
25.8
26.6
25.9
25.3
26.0
26.3
25.6
26.0
25.7
24.9
27.2 ME
25.9
26.5 ME
25.7 ME
25.4 ME
24.7 ME
25.2 ME
30.6 ME
32.0 ME
30.4 ME
29.8 ME
29.6 ME
29.5 ME
29.4 ME
29.1 ME
26.6
27.1
27.2
27.1
26.4
25.9
26.3
26.1
25.4
23.8
23.4
20.0
21.7
23.8
31.5
28.8
32.6
32.1
26.0
27.1
24.6
27.0
18.0
17.8
19.1
18.3
19.5
17.7
17.2
16.9
16.8
16.7
17.9
30.6
25.7
27.2 ME
26.7
26.7 ME
26.5 ME
25.4
115' - 6" PVC @ 2.04%
198' - 6"PVC @ 2.08%
INV. 903.58
48" ID
R-1642
MH 3
RIM = 919.0
INV. = 907.70
48" ID
R-1642
MH 4
RIM = 921.7
INV. = 909.30
48" ID
R-1642
MH 5
RIM = 928.8
INV. = 911.69
48" ID
R-1642
MH 6
RIM = 932.6
INV. = 914.03 NE / SW
INV. = 914.28 NW
48" ID
R-1642
MH 7
RIM = 932.1
INV. = 916.14
48" ID
R-1642
MH 8
RIM = 930.6
INV. = 917.66
48" ID
R-1642
BS 2
INV. = 918.82 / MECH. 91'-5"
76 DFUs
81' - 6" PVC @ 1.88%
112' - 6" PVC @ 1.88%
77' - 6" PVC @ 2.08%
119' - 6" PVC @ 2.00%
PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDINGADDITION 'F'
PROPOSED BUILDING ADDITION 'G'
F.F.E. = 927.4 / ARCH. 100'-0"
F.F.E. = 927.4 / ARCH. 100'-0"
F.F.E. = 916.86 / ARCH. 89'-512"
SOUTH PARKING
(14 BUS STALLS)
CONNECT TO EXISTING
8" WM AND 8" GV
BS 1
INV. = 908.74 / MECH. 81'-4"
16 DFUs
83' - 6" PVC @ 2.08%
50' - 4" PVC @ 2.08%
61' - 6" PVC @ 1.88%
5.0
0
'
(
T
Y
P
I
C
A
L
)28.06'18.69'5.90'BD 10 (EXISTING)
26,455 S.F.
BD 2 (EXISTING)
11,320 S.F.
BD 7 (8" STORM)
INV. = 919.40 = MECH 92'-0"
5,590 S.F.
BD 3 (EXISTING)
5,155 S.F.
BD 6 (EXISTING)
7,729 S.F.
CB 6
RIM = 923.0
INV. = 909.76 SE
INV. = 910.01 NW
INV. = 920.00 FD (2)
72" ID
R-3067-V
CB 8
RIM = 924.6
INV. = 914.42 SE
INV. = 914.77 N
INV. = 918.93 E
INV. = 921.60 FD (2)
48" ID
R-3067-V
CB 2
RIM = 916.0
INV. = 905.67 N
INV. = 906.22 S
INV. = 911.20 W
INV. = 913.00 FD (3)
72" ID
R-3067-V
R 3067 V
MH 109
RIM = 918.2
INV. = 911.60
INV. = 912.00 DT
48" ID
R-1642
PROVIDE BACK WATER
VALVE AT DT CONNECTION
MH 110
RIM = 919.5
INV. = 911.80 E
INV. = 911.97 S
48" ID
R-1642
BD 1 (10" STORM)
INV. = 912.07 = MECH 84'-8"
15,695 S.F.
CB 3
RIM = 917.5
INV. = 906.49 N/S
INV. = 912.30 E (EXISTING - FIELD VERI
INV. = 914.50 FD (3)
72" ID
R-2501-C
CONSTRUCT STRUCTURE OVER
EXISTING STORM SEWER. PROVIDE
FLEXIBLE JOINTS AT CONNECTIONS
MH 102
RIM = 920.0
INV. = 906.92 NE/SE
INV. = 915.90 SW (EXISTING - FIELD VERIFY)
72" ID
R-1642
CONSTRUCT STRUCTURE OVER EXISTING
STORM SEWER. PROVIDE FLEXIBLE
JOINTS AT CONNECTIONS
MH 103
RIM = 923.8
INV. = 907.33 N
72" ID
R-1642
CB 4
RIM = 923.8
INV. = 907.76
INV. = 920.80 FD (2)
72" ID
R-2501MH 104
RIM = 924.5
INV. = 908.02 NE/SW
INV. = 919.50 NW (EXISTING - FIELD VERIFY)
72" ID
R-1642
CONSTRUCT STRUCTURE OVER EXISTING
STORM SEWER. PROVIDE FLEXIBLE JOINTS
AT CONNECTIONS
CB 5
RIM = 925.2
INV. = 908.58
INV. = 921.40 DT
INV. = 922.20 FD (2)
72" ID
R-3067-V
PROVIDE BACK WATER
VALVE AT DT CONNECTION
CB 9
RIM = 922.2
INV. = 918.20
INV. = 919.20 FD (2)
48" ID
R-3067-V
MH 113
RIM = 926.2
INV. = 919.30
48" ID
R-1642
MH 111
RIM = 926.6
INV. = 917.80 SW
INV. = 919.00 NE
INV. = 922.50 SE
48" ID
R-1642
BD 4 (16" STORM)
INV. = 922.57 = MECH 95'-2"
62,295 S.F.
MH 114
RIM = 927.2
INV. = 919.37
48" ID
R-1642
BD 5 (EXISTING 10" STORM)
INV. = 919.40 = MECH 92'-0" (EXISTING - FIELD VERIFY)
27,350 S.F.
BD 8
INV. = 919.40 = MECH 92'-0"
60,000 S.F.
MH 112
RIM = 925.8
INV. = 919.20 NE (EXISTING - FIELD VERIFY)
INV. = 919.20 SW
48" ID
R-1642
CONSTRUCT STRUCTURE OVER EXISTING
STORM SEWER PIPE - PROVIDE FLEXIBLE
JOINT AT CONNECTIONS
37' - 12" PVC @ 1.00%
10' - 12" PVC
@ 1.00%
3' - 18" PVC @ 1.00%
113' - 30" RCP @ 0.38%
95' - 30" RCP @ 0.43%
143' - 30" PVC @ 0.39%
59' - 30" RCP @ 0.44%
68' - 30" RCP @ 0.40%
26' - 12" PVC @ 0.77%
114' - 30" PVC @ 0.38%
124' - 30" RCP
@ 0.50%
70' - 12" PVC
@ 0.57%
13' - 12" PVC @ 0.77%5.00'5.0
0
'32.08'8.0
6
'
34.55'5.00'28.
4
4
'5.00'5.0
0
'3.00'HYD 1 & 6" GV
8"
W
M
HYD 2 & 6" GV8" WMCONNECT TO
EXISTING 8" WM
AND 8" GV8" WMCONNECT TO EXISTING
8" WM AND 8" GV
11.25° BEND
22.5° BEND
45° BEND
6" X 8" TEE
45° BEND
45° BEND WITH 8x6 REDUCER
45° BEND
45° BEND
8x6 TEE
PROVIDE 40' SOLID
PVC TO CB 14
11
C2.11
11
C2.11
11
C2.11
11
C2.11
1
1
1
1
1
1
1
1
10
C2.11
10
C2.11
12
C2.11
10' MIN.
1
12
C2.11
PIPE SHALL BE SOLID PVC
UNTIL MIN. 10' FROM WM
5
C2.11
ADJUST RIM TO FINISH GRADE.
RECONSTRUCT STRUCTURE AS REQUIRED
10' MIN.
10'
M
I
N
.
5.0
0
'
(
T
Y
P
I
C
A
L
)
12
C2.11
5
C2.11
5.0
0
'
(
T
Y
P
I
C
A
L
)
12
C2.11
10'
M
I
N
.10' MIN.10' MIN.10' MIN.
CB 10
RIM = 916.9
INV. = 912.07
30" PVC STRUCTURE
H-20 PEDESTRIAN GRATE
CB 11
RIM = 916.9
INV. = 912.20
30" PVC STRUCTURE
H-20 PEDESTRIAN GRATE
24' - 8" PVC
@ 0.54%
BS 2
INV. = 916.01 / MECH. 88'-7.25"
388 DFUs
MH 105
RIM = 925.5
INV. = 909.22 NE
INV. = 909.27 NW
72" ID
R-1642
MH 106
RIM = 925.0
INV. = 910.73 SE
INV. = 911.43 N
48" ID
R-1642
MH 107
RIM = 925.6
INV. = 911.77 SE
INV. = 913.02 NW
INV. = 917.20 E
60" ID
R-1642
MH 108
RIM = 927.0
INV. = 915.34 S
INV. = 917.39 N
INV. = 919.26 E
48" ID
R-1642
MH 115
RIM = 924.8
INV. = 917.79 S
INV. = 917.83 W
48" ID
R-1642
160' - 30" PVC @ 0.40%
124' - 27" RCP @ 0.40%
103' - 24" RCP @ 0.70%
41' - 24" RCP @ 0.83%
82' - 21" RCP @ 0.41%
40' - 18" RCP
@ 1.50%
CB 7
RIM = 924.4
INV. = 913.36 S
INV. = 913.61 NW
INV. = 918.80 NE
INV. = 921.40 FD (2)
72" ID
R-3067-V
40' - 18" RCP
@ 1.00%
146' - 21" RCP @ 0.55%
82' - 18" RCP @ 0.70%
70' - 12" RCP @ 0.57%
65' - 12" RCP @ 0.57%
32' - 12" PVC @ 1.14%
3' - 18" PVC @ 2.33%
11' - 18" PVC @ 1.00%
11
C2.11
11
C2.11
11
C2.11
11
C2.11
11
C2.11
11
C2.11
1
1
LEGEND
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2.ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0"
BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILM
CONFORMING TO ASTM D 1248-889.
3. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE
NOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.
4. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS
IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN
ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED.
5. FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES:
a. IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL
PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES.
b. ACCEPTABLE MANUFACTURERS / PRODUCTS:
i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”
ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”
iii. OR APPROVED EQUAL.
6. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE,
CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE
FOR CONTAMINATION PER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BE
MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE
CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).
7. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER
POTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEET
HORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THIS ISOLATION
DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF
THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR PIPING OR SIMILAR).
8. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL
EXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING
CONSTRUCTION.
9. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY
SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES,
LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND
CONNECTIONS WITH MECHANICAL CONTRACTOR.
10. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF
GATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONS
SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB
AND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCH
BASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING.
NOTES
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.43
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
SOUTHPLANUTILITY
Addendum #2 02/22/2019 1
1
Addendum #3 02/26/2019 2
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
PROPOSED GRADING LIMITS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATERMAIN
PROPOSED DRAINTILE / FINGER DRAIN
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED HYDRANT (HYD)
PROPOSED GATE VALVE (GV)
PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE
VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH.
CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING.
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
1
915
15.6
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
17
C2.11
16
C2.11
1
C2.11
5
C2.11
11
C2.11
17B
C2.11
91390
9
9
1
0 911912913
9
1
4
91
5
915
91
6
906
907
912
913
14.8
14.7 14.3
14.2 14.1
13.8
13.7 13.5
13.4 13.2
13.1 12.9
05.4 ME
07.4 ME
07.3 ME
07.6 ME
08.7 ME
09.1 ME
12.9 ME
13.5
13.3
12.7 ME 12.6 ME 12.3 ME 11.9 ME
11.9 ME
13 212 813 0
12.2 ME
12.2 ME
10.0 ME
11.8 ME
13.3 ME
14.3 ME
15.1 ME
15.3 ME
15.9 ME
15.8 ME
15.6 ME
15.3 ME
14.7 ME
15.9 ME
15.6 ME
16.1 ME
15.7 ME
16.7 ME
15.9 ME
15.7 ME
15.5 ME
14.8 ME
14.3 ME
13.4 ME
12.7 ME
06.2 ME
10.6 ME
10.5 ME
11.7
12.3
12.5
13.2
13.8
14.1
14.7
14.9
14.8
15.4
15.6
15.1
15.7
15.9 14.9
14.8
20.5 ME
20.5 ME
12.0 ME12.2 ME
12.1 ME12.5 ME
12.2
12.3
12.1
12.2 12.3
12.2
12.8
12.7 12.7
12.6
12.3
12.4
14.8
14.5
14.3 ME
14.6 ME
14.7 ME
13.1 ME
13.2 ME 13.3
13.2 12.6 ME
12.6 ME
15.1 ME
16.0
15.4
15.6 ME
13.4 ME
12.9 ME
913
914
915 903903903904904904 904905906907 90707.8
07.8
07.8
06.6 EOF
07.8
07.8
07.8
07.8
07.8
A
A
A
A
A
A
A
PROVIDE AN ADDITIONAL 2 INLET CONTROL DEVICES AT THE
2 CATCH BASINS ON THE SOUTH SIDE OF LAKE VALENTINE
ROAD APPROXIMATELY 100' AND 200' FROM THIS POINT
1
C2.11
1
C2.11
2
C2.11
1
C2.11
1
C2.11
1
C2.11
1
C2.11
1
C2.11
NORTH PARKING
(483 STALLS)
PROVIDE DAILY
SWEEPING OF ALL
PAVED AREAS
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING AND
EROSION CONTROL REQUIREMENTS.
3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED
DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION
AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.
4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.
5. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL
REGULATIONS.
6. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN
DOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT
DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.
7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER
STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS:
A.WIMCO TOP SLAB™ MODEL RD 27.
B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL
SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND
CASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED
SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL
ONLY, WITH A GEOTEXTILE SOCK.
C.DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL,
MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER
PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVED
AREAS.
D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC.,
DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S
SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDE
FILTER BAGS AND TIES FOR COMPLETE INSTALLATION.
E. OR APPROVED EQUAL.
NOTESLEGEND
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
PROPOSED GRADING LIMITS
PROPOSED STORM SEWER
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED SILT FENCE
PROPOSED SEDIMENT CONTROL LOG
PROPOSED ROCK CONSTRUCTION ENTRANCE
SEDIMENT CONTROL DEVICE AT STORM SEWER INLET
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
A
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
915
15.6
1
C2.11
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.51
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
NORTHPLANCONTROLAND SEDIMENTPREVENTIONEROSION
1
C2.11
2
C2.11
3
C2.11
Addendum #2 02/22/2019 1
913
9
1
1
911 911
9129
1
2
913
9
1
3
925
6
7
914
9
1
4
914
915915915
9
1
6
9
1
6
917
91
7
91
7
917918918
919920
915
91
6
906
907
911
912
9
1
2
913
27.4 ME
26.9
26.9
27.427.427.427.427.4
27.3 ME
27.1
17.5 ME
18.7 ME
19.1 ME
18.7 ME
18.4 ME
18.4 ME20.9 ME 18.9 ME
18.3
17.8
18.018.018.0
18.0
13.8
13.7 13.5
13.4 13.2
13.1 12.9
11.8
11.2 ME
11.7 ME12.3 ME
07.4 ME
07.3 ME
07.6 ME
12.9 ME
17.5
17.1
15.5
14.7 ME
17.2
17.1
16.9
16.6
16.8 16.7
15.1
15.3
15.4
13.5
13.3
15.3
15.2
15.6
17.9
17.9
17.7
20.8
20.6
21.4
17.5
16.5
17.8
17.6
17.3
18.0
17.2
16.7
16.0
17.2
16.7
16.8
16.6
15.4
14.1
14.715.7
15.8
17.0
17.7
13.7
13.8
22.4
22.5
22.7
22.6
26.8
23.0 ME
22.7 ME
19.0 ME
18.9 ME
18.1 ME
18.5 ME
17.7
18.0
18.1
15.0 ME
15.9 ME
16.6 ME
17.0 ME
12.7 ME 12.6 ME 12.3 ME 11.9 ME
11.9 ME
14.0
14.0
13.212.813.0
12.2 ME
12.2 ME
12.3 ME 12.8 ME
12.8 ME
12.4 ME
12.4
12.4
12.4
12.4
12.4
12.4
12.6 ME
12.6 ME
13.3 ME
13.7 ME
13.8 ME
13.7 ME
13.3 ME
14.0
13.8
13.6
13.8
14.0
13.8
14.1
13.9
14.2
14.0 ME
14.8
14.1
13.9 ME
17.0 ME
14.7 ME
15.9 ME
15.6 ME
16.1 ME
15.7 ME
15.7
15.9 14.9
14.8
20.5 ME
17.9
11.7 ME
12.7 ME
13.6 ME
14.3 ME
14.2 ME
13.8 ME
13.3 ME
12.5 ME
12.6 ME
13.3
13.8
14.2
13.8
13.9 ME
13.6
12.7
17.517.5
16.9 16.9
17.217.5
21.421.2
17.4
17.9
18.5
15.4
15.7
15.4
15.1
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
14.5 ME 14.5 ME
14.5 ME
14.8 ME
14.9 ME
14.5 ME14.5 ME
14.6 ME
17.2 ME
17.5 ME
16.6 ME
15.1 ME
17.4 ME
17.5 ME
18.2 ME
18.2 ME
19.4 ME
16.4
16.6 ME
16.2 ME
15.8 ME
15.6 ME
15.2 ME
15.3 ME
15.9
16.0
16.3
16.5
16.9
17.3
17.7
17.5
18.2
17.1
16.8
16.7
18.2
ME
6
E
26.5 ME
25.7 ME
25.4 ME
24.7 ME
25.2 ME
30.6 ME25 4
12.0 ME12.2 ME
12.1 ME12.5 ME
12.2
12.3
12.1
12.2 12.3
12.2
12.8
12.7 12.7
12.6
12.4
12.3
12.4
12.3
11.6
11.2
11.1
09.0 ME
09.4 ME
09.8 ME
09.1 ME
13.1 ME
13.2 ME 13.3
13.2 12.6 ME
12.6 ME
20.0
21.7
23.8
31.5
28.8
32.627.1
24.6
15.1 ME
16.0
15.4
15.6 ME
11.9 EOF
18.0
17.8
19.1
18.3
19.5
13.4 ME
12.9 ME
17.7
17.2
15.7
16.9
15.5
15.2
15.4
16.8
16.7
17.9
7
27.2 ME
914
BUS PARKING
(29 BUS STALLS)
PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDING ADDITION 'G'
EAST PARKING
(174 STALLS)
WEST PARKING
(8 BUS STALLS)
SOUTH PARKING
(14 BUS STALLS)
ACCESSIBLE PARKING
(14 STALLS)
A
A
A
A
A
A
A
A
A
A
A
A
3
C2.11
PROVIDE AN ADDITIONAL 2 INLET CONTROL
DEVICES AT THE 2 CATCH BASINS ON LAKE
VALENTINE ROAD APPROXIMATELY 25'
DOWNSTREAM OF THIS POINT
A
1
C2.11
1
C2.11
1
C2.11
2
C2.11
2
C2.11
1
C2.11
1
C2.11
1
C2.11
1
C2.11
A
A
1
C2.11
A
PROVIDE CURB INLET PROTECTION AT
EACH PRETREATMENT STRUCTURE (4)
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING AND
EROSION CONTROL REQUIREMENTS.
3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED
DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION
AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.
4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.
5. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL
REGULATIONS.
6. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN
DOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT
DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.
7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER
STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS:
A.WIMCO TOP SLAB™ MODEL RD 27.
B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL
SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND
CASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED
SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL
ONLY, WITH A GEOTEXTILE SOCK.
C.DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL,
MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER
PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVED
AREAS.
D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC.,
DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S
SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDE
FILTER BAGS AND TIES FOR COMPLETE INSTALLATION.
E. OR APPROVED EQUAL.
NOTESLEGEND
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.52
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
CENTERPLANCONTROLAND SEDIMENTPREVENTIONEROSION
Addendum #2 02/22/2019 1
1
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
PROPOSED GRADING LIMITS
PROPOSED STORM SEWER
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED SILT FENCE
PROPOSED SEDIMENT CONTROL LOG
PROPOSED ROCK CONSTRUCTION ENTRANCE
SEDIMENT CONTROL DEVICE AT STORM SEWER INLET
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
A
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
915
15.6
1
C2.11
1
C2.11
2
C2.11
3
C2.11
923923924
9
2
4
924
925925
925
925925925925
925
926926926926926 926
926926
926927
927
92
7927
927
927
91
7
91
7
917918919920
26.9
26.9
26.8
27.4 ME
26.9
26.9
27.427.427.427.427.4
27.427.4
27.3 ME
27.427.427.427.4
26.9
26.9
26.926.9
27.427.427.427.4
26.9
27.1
23.4
25.6
25.2
25.7
26.4
23.0
24.4
24.9
26.8
26.8
26.1
25.6
26.0
25.425.6
25.1
24.0
24.8
24.8
24.4
26.9
25.0
25.4
25.9
25.9
26.6
26.7
24.4
25.2
23.3
23.7
26.2
26.1
25.8
25.7
25.1
25.5
24.6
22.2
22.4
23.2
24.1
23.5
24.2
24.7
24.4
24.0
24.5
26.5
26.4
18.7
18.4 ME
18.4 ME20.9 ME 18.9 ME
18.3
17.8
18.018.018.0
18.0
17.5
17.1
17.2
17.1
16.9
16.6
16.8 16.7
17.9
17.9
17.7
20.8
20.6
21.4
17.5
16.5
17.8
17.6
17.3
18.0
17.2
16.7
16.0
17.2
16.7
16.8
16.6
17.7
22.4
22.5
22.7
22.6
27.2
27.4
26.8
26.0
26.1
26.5
25.8
23.0 ME
22.7 ME
19.0 ME
18.9 ME
18.1 ME
18.5 ME
17.7
27.427.427.4
27.3
26.9
27.2
26.9
26.9
26.7 ME
26.9
26.8 ME
25.5 ME
25.0
26.2
26.6
27.2
26.8
25.5
25.8
24.7
25.3 ME
23.2
25.2 ME
22.9
18.0
18.1
17.9
17.517.5
16.9 16.9
17.217.5
21.421.2
17.4
17.9
25.2
25.5
18.5
18.2 ME
18.2 ME
19.4 ME
16.4
17.5
18.2
17.1
16.8
16.7
18.2
26.6 ME25.7 ME
25.6 ME
25.2 ME
23.8
24.6
25.9
14.2 ME
20.2 ME
23.8 ME
17.5 ME
16.3 ME
15.5 ME
15.5 ME
16.6 ME
23.5 ME
23.8 ME
24.2 ME
23.3 ME
19.7 ME
10.9 ME
13.1 ME
22.7 ME
23.3 ME
24.8 ME
25.4 ME
25.3 ME
24.5 ME
23.5 ME
23.2 ME
22.8 ME
23.3 ME
23.9 ME
24.7 ME
28.5 ME
27.1 ME
25.0 ME
25.0 ME
24.4 ME
24.2 ME
24.3 ME
24.5 ME
24.1 ME
22.4 ME
21.8 ME
21.5 ME
20.3 ME
21.6 ME
26.1
26.2 ME
26.9 ME
26.8 ME
25.9 ME
25.9 ME
25.6
25.8
26.1
27.5
26.9
25.3
25.8
26.6
25.9
25.3
26.0
26.3
25.6
26.0
25.7
24.9
27.2 ME
25.9
26.5 ME
25.7 ME
25.4 ME
24.7 ME
25.2 ME
30.6 ME
32.0 ME
30.4 ME
29.8 ME
29.6 ME
29.5 ME
29.4 ME
29.1 ME
26.6
27.1
27.2
27.1
26.4
25.9
26.3
26.1
25.4
23.8
23.4
20.0
21.7
23.8
31.5
28.8
32.6
32.1
26.0
27.1
24.6
27.0
18.0
17.8
19.1
18.3
19.5
17.7
17.2
16.9
16.8
16.7
17.9
30.6
25.7
27.2 ME
26.7
26.7 ME
26.5 ME
25.4
PROPOSED BUILDING ADDITION 'B'
PROPOSED BUILDING
ADDITION 'F'
PROPOSED BUILDING ADDITION 'G'
SOUTH PARKING
(14 BUS STALLS)
A
A
A
A
1
C2.11
1
C2.11
1
C2.11
1
C2.11
A
A
A
A
A
A
A
1
C2.11
1
C2.11
1
C2.11
1
C2.11
1
C2.11
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELDS, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING AND
EROSION CONTROL REQUIREMENTS.
3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED
DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION
AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.
4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.
5. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL
REGULATIONS.
6. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN
DOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT
DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.
7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER
STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS:
A.WIMCO TOP SLAB™ MODEL RD 27.
B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL
SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND
CASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED
SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL
ONLY, WITH A GEOTEXTILE SOCK.
C.DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL,
MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER
PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVED
AREAS.
D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC.,
DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S
SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDE
FILTER BAGS AND TIES FOR COMPLETE INSTALLATION.
E. OR APPROVED EQUAL.
NOTES
LEGEND
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.53
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
SOUTHPLANCONTROLAND SEDIMENTPREVENTIONEROSION
Addendum #2 02/22/2019 1
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
PROPOSED GRADING LIMITS
PROPOSED STORM SEWER
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED SILT FENCE
PROPOSED SEDIMENT CONTROL LOG
PROPOSED ROCK CONSTRUCTION ENTRANCE
SEDIMENT CONTROL DEVICE AT STORM SEWER INLET
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
A
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
915
15.6
1
C2.11
1
C2.11
2
C2.11
3
C2.11
91
7
91
8
919
920920
921921
922922
923
924
925
926
927
928
929929
930930931931932932
933933933
934
935
30.0
29.6
32.6
33.0
19.6 ME
28.3 ME
35.9 ME
32.6 ME
30.6 ME
26.6 ME
26.6 ME
26.6 ME
19.6 ME
19.6 ME
29.6 ME
29.5 ME
29.2 ME
29.0 ME
29.3 ME
29.5 ME
29.1 ME
28.9 ME
29.8 ME
28.8 ME
28.5 ME
29.7 ME
16.6 ME
16.2 ME
19.7 ME
19.7 ME
19.7 ME
19.3
19.1
18.8
18.4
29.5 ME
32.9 ME
33.0 ME
33.1 ME
33.2 ME
33.0 ME
33.2 ME
33.2 ME
33.2 ME
32.7 ME
33.2 ME
PROPOSED FOOTBALL /
LACROSSE FIELD
(180' X 360')
A
1
C2.11
1
C2.11
1
C2.11
1
C2.11
1
C2.11
1
C2.11
1
C2.11
1
C2.11
SILT FENCE = 5,050 L.F.
SEDIMENT CONTROL LOG = 720 L.F.
ROCK CONSTRUCTION ENTRANCE = 75 C.Y.
SEDIMENT CONTROL DEVICE AT STORM SEWER INLET = 48
APPROXIMATE EROSION CONTROL DEVICE
QUANTITIES 1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELD, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING AND
EROSION CONTROL REQUIREMENTS.
3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED
DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION
AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.
4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.
5. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL
REGULATIONS.
6. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN
DOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT
DOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.
7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER
STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS:
A.WIMCO TOP SLAB™ MODEL RD 27.
B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTAL
SYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND
CASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATED
SHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALL
ONLY, WITH A GEOTEXTILE SOCK.
C.DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL,
MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTER
PAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVED
AREAS.
D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC.,
DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S
SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDE
FILTER BAGS AND TIES FOR COMPLETE INSTALLATION.
E. OR APPROVED EQUAL.
NOTESLEGEND
EXCERPT FROM THE SWPPP NARRATIVE
The following is from the Storm Water Pollution Prevention Plan Narrative, Section 01 89 13 of the Project Manual. In accordance with
Section 31 00 00, the Contractor shall be responsible for full implementation of and maintenance required by the SWPPP Narrative until the
Notice of Termination is approved by the MPCA. Should differences arise between the SWPPP Narrative information described below and the
information contained within the SWPPP Narrative, bound into the Project Manual, the SWPPP in the Project Manual shall govern.
V.General Construction Sequence
A.Erosion Control Devices, noted herein, include:
1.Silt fence
2.Sediment Control Device at storm sewer inlets
3.Sediment log
4.Rock construction entrance
5.Rock check dams
6.Rip rap
7.Storm water treatment basins
8.Temporary sediment basins
9.Storm sewer systems
10.Temporary outlet pipes
11.Erosion control blanket
12.Temporary seeding
13.Final seeding / sodding
14.Temporary / permanent vegetation
15.Other features identified by the Minnesota Pollution Control Agency, City or Engineer as a Best Management Practice (BMP) device.
B.Contractor shall apply for NPDES Phase II Permit within 24 hours of award of Contract.
1.The Contractor shall post the permit in the job site trailer or other suitable temporary storage area.
C.Review the SWPPP and its sequencing and requirements. The Contractor shall notify the Engineer if site conditions, construction
sequencing, or other items are different or require modification from this written SWPPP. The Engineer will review the suggested
modifications and amend the SWPPP accordingly.
D.Following review of the SWPPP plans commence with the following construction sequence:
1.Install perimeter silt fence where indicated on the Drawings. Silt fence shall be as specified in Section 31 25 00.
2.Prior to construction, delineate turf and vegetated areas not to be disturbed with orange snow fence. No construction traffic,
equipment or materials shall be permitted to utilize, access, or otherwise enter the areas designated not to be disturbed. Minimize soil
compaction and disruption of topsoil in areas outside the construction limits to comply with MN Construction Stormwater General
Permit.
3.Locally strip topsoil and push topsoil into minimum 2 foot high temporary berms at perimeter silt fence locations for redundant
erosion protection. Where possible, leave an undisturbed vegetation strip between the temporary topsoil berm and the silt fence. Silt
fence shall be located downslope from the temporary berm.
a.Provide temporary seed and mulch on temporary berms as described herein.
4.Construct Sediment Control Devices at existing storm sewer inlets (hay bales around castings and silt fence under castings will not be
acceptable).
5.Construct the rock construction entrances.
6.Have silt fence and other erosion control devices inspected by local authorities, as required by the local authority.
7.Begin work at the building additions to allow for critical path construction of buildings footings, foundations, and the remainder of the
buildings.
a.Remove existing surface features (pavements, curbing, etc.). Minimize disturbance to minimize erosion potential.
b.Strip and stockpile topsoil from the building additions and its oversize area. Provide temporary seed and mulch on stockpile as
described herein.
c.Establish a concrete truck washout area and post with a sign.
d.Rough grade the building pads.
e.Complete the grading of the building pads.
f.Begin footing excavations.
g.Provide temporary seed and mulch on all stockpiles as described herein.
8.Construct the sanitary sewer systems.
a.Remove existing surface features (pavements, curbing, etc.). Minimize disturbance to minimize erosion potential.
b.Strip and stockpile topsoil. Provide temporary seed and mulch on stockpile as described herein.
c.Stockpile excavated soils away from drainage swales.
d.Backfill excavations at the end of each day.
9.Construct the watermain systems.
a.Remove existing surface features (pavements, curbing, etc.). Minimize disturbance to minimize erosion potential.
b.Strip and stockpile topsoil. Provide temporary seed and mulch on stockpile as described herein.
c.Stockpile excavated soils away from drainage swales.
d.Backfill excavations at the end of each day.
10.Begin work on the west / south perimeter drives, northeast parking, parking area north of Lake Valentine Road, and bus parking areas,
and surrounding areas. Work may occur simultaneously.
a.Strip and stockpile topsoil. Provide temporary seed and mulch on stockpile as described herein.
b.Remove existing surface features (pavements, curbing, etc.). Minimize disturbance to minimize erosion potential.
c.Rough grade the parking lots and drive areas.
d.Construct proposed storm sewer system.
(1)Construct Sediment Control Devices at proposed storm sewer inlets (hay bales around castings and silt fence under castings
will not be acceptable).
e.Construct the underground stormwater systems.
(1)Protect the underground retention systems during construction.
(2)Construct a temporary berm around the open excavations to prevent construction site sediment from reaching the
underground retention systems. The temporary berms can be a simple wind-row of soil pushed into a berm from the
adjacent areas.
(3)Do not allow sediment to reach the underground systems. Maintenance of Sediment Control Devices is critical until the
upslope areas are stabilized.
(4)Once backfilling the underground retention systems is complete, remove the temporary berm.
f.Establish subgrade elevation at the parking lot and drive areas, and prepare these areas for subsequent courses.
g.Once pavement subgrade testing is complete, construct the stabilized aggregate base course. This will serve as temporary
stabilization for the parking lot and drive areas.
h.Construct curb and gutter, driveway entrance, and concrete walks. This will serve as permanent stabilization for the walk areas.
i.Construct the first lift of pavement in the parking lot and drive areas. This will serve as permanent stabilization for the
bituminous paved areas.
j.Once the upslope areas are stabilized, Construct the Filtration Area.
(1)The parking lot relies on this area for storm drainage. Therefore, it is critical to maintain or enhance the infiltrating
properties of the soils within this area. Options to accomplish include the following:
(a)Limit construction traffic within these areas as much as possible to avoid contaminating and compacting the soils in
these areas.
(b)Use a toothed bucket backhoe to excavate soils. Use off road trucks to haul and dump soils to other parts of the site.
(c)Use a bucket and backhoe to place soils (where fill is required).
(d)Use a toothed bucket for rough grading.
(e)Use manual labor for finish grading.
(f)Do not use equipment on the surface of the areas as this will compact the soils. Minimize smearing of the soils with
mechanical equipment.
(g)No stockpiling of soils or other materials shall occur within the areas.
(2)Rough grade the filtration area to specified tolerances and in accordance with the procedures listed in Section 31 00 00
Earthwork.
(a)Access the area at a single location to minimize disturbance to the surrounding areas.
(b)Use of self propelled equipment shall be limited within the Filtration Area. Self propelled equipment will compact the
soils and adversely affect infiltration. As much as possible, access work in the filtration area from the edges, outside of
the filtration area limits.
(c)Use a backhoe with long reach ability for final excavation that reaches from outside the areas).
(d)Remove all debris by hand.
(e)Scarify the existing underlying soils as specified in Section 31 00 00 Earthwork.
(3)Provide final grading and final restoration at the Filtration Area, including:
(a)Access the areas at a single location to minimize disturbance to the surrounding areas.
(b)Use of self propelled equipment shall be as described above. Do not use skid steer equipment within the area.
(c)Final grade by hand.
(d)Prepare this area for final restoration.
(e)Provide final seed and mulch. This will serve as permanent stabilization for the slopes adjacent to the Filtration Area.
(f)Sod the areas by hand.
(g)Establish vegetation by watering with a temporary irrigation system. Refer to Section 31 00 00 Earthwork for
additional information.
11.Spread topsoil and finish grade turf grass areas (except around the building addition until exterior building work is complete).
12.Install landscaping and plantings.
13.Sod the turf grass areas except for the areas around the building. Use a temporary irrigation system to keep sod adequately watered.
This will serve as permanent stabilization for the turf grass areas.
14.Complete exterior building work.
15.Spread topsoil around the building area.
16.Finish grade topsoil and prepare these areas for sod.
17.Sod the areas around the building. Use a temporary irrigation system to keep sod adequately watered.
18.Provide final lift of pavement and pavement markings.
19.Provide final stabilization and cleanup of the site.
E.Provide maintenance to erosion control devices and BMP’s to comply with the requirements of the permit.
F.Re-install all sediment control practices that have been adjusted or removed to accommodate short-term activates, such as passage of
construction vehicles or equipment, immediately after the short-term activity has been completed. All sediment control practices shall be
re-installed before the next precipitation event if the short term activity is not complete.
G.Inspect erosion control devices and provide routine maintenance as follows:
1.Inspect erosion control a minimum of once per week and after each rain event measuring 0.5" or more. Record inspection on log
posted in Contractor’s construction trailer or other suitable temporary storage area.
a.Records of each inspection and maintenance activity shall include:
(1)Date and time of inspections
(2)Name of person conducting inspection
(3)Findings of inspections, including recommendations for corrective actions
(4)Findings shall include photographs, accurate description of the observations (i.e., color, odor, settled or suspended solids, oil
sheen, or other pollutants), and a map describing the locations of the observations
(5)Corrective actions taken (including dates, times, and party completing maintenance activities
(6)Date and amount of all rainfall events greater than one quarter inch (0.25 inch) in 24 hours
(7)Documentation of changes made to the SWPPP as required by the NPDES General Stormwater Permit for Construction
Activity (MN R100001)
b.Inspections are not required where the ground is frozen. The required inspections
and maintenance schedule must begin within 24 hours after runoff occurs at the site or 24 hours prior to resuming construction,
whichever comes first.
c. Inspections of areas with permanent cover may be reduced to once per month, even if construction activity continues on other
portions of the site. Once all construction activity is complete, monthly inspections may be terminated after one year following
completion of all construction activities.
2.Provide maintenance for all devices as follows:
a.Silt fences, sediment logs, and erosion control devices at storm sewer inlets shall be inspected for depth of sediment, tears, to see
if fabric is securely attached to support posts or structure, and to see that posts and devices are securely in place.
b.Silt fences, sediment logs and erosion control devices at storm sewer inlets, and other erosion control devices shall be cleaned
when sediment reaches 1/3 the height of the erosion control device, within 24 hours.
c.Rock construction entrances shall be inspected for clogging of river rock. River rock that has become clogged with sediment
shall be removed and replaced with fresh river rock.
d.Repairs or replacements to all erosion control devices shall occur within 24 hours of discovery.
e.Temporary diversion berms shall be inspected and any breaches promptly repaired.
f.Tracked sediment from construction vehicles on to public streets and paved areas (including paved areas on the construction site)
shall be removed within 24 hours of discovery.
g.Removal of sediment and restabilization of Surface Waters shall be accomplished within 7 days of discovery (note: surface
waters include curb and gutter, pavements, storm sewer, swales, or other similar storm water conveyance devices).
h.Inlet protection may be removed if a local unit of government directs the permitee to do so because of a specific safety concern.
H.Provide dewatering of excavations as identified in Section 31 00 00.
I.Temporary Soil Stockpiles:
1.Temporary soil stockpiles shall not be placed in surface waters of the state, including surface conveyances such as curb and gutter,
swales, or ditches.
2.Install silt fence at the base of the temporary soil stockpile (full perimeter).
3.Temporary soil stockpiles shall be seeded with temporary seed mix and hydromulch when stockpiles are left inactive for seven (7)
days. Note, this does not apply to aggregate stockpiles or other stockpiles without significant silt, clay or organic components (clean
aggregate stockpiles, clean rock, clean sand and similar clean aggregates).
J.Stabilize denuded areas, initiated immediately, within the following number of days of last construction activity (temporary or permanent)
in that area:
1.Within 7 days, except:
a.Temporary soil stockpiles shall be treated with appropriate erosion control measure, including silt fence and temporary seeding
when stockpiles are left inactive for periods longer than 7 days. Note, this does not apply to aggregate stockpiles or other
stockpiles without significant silt, clay or organic components (clean aggregate stockpiles, clean rock, clean sand and similar
clean aggregates).
K.Provide maintenance of all seeded and sodded areas until fully established.
L.Provide cleaning of storm sewer system at the completion of the project. Cleaning shall include removal of accumulated sediment from all
surface waters as defined by the permit (for example, curb and gutter, pavements, swales, and storm sewer piping and structures).
M.Remove silt fence and erosion control devices at storm sewer inlets following full establishment of site vegetation. Dispose materials
properly off-site.
N.Apply for Notice of Termination (NOT) with MPCA. NOT must be submitted within 30 days after:
1.Site has undergone Final Stabilization (at least 80% vegetative cover), and
2.Removal of all temporary erosion control measures (silt fence, etc.), and
3.Final cleanout and maintenance of all permanent storm water facilities, and
4.Completion of all maintenance activities and site cleanup.
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C1.54
1" = 30'
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
FIELDPLANCONTROLAND SEDIMENTPREVENTIONEROSION
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
ME = MATCH EXISTING
EOF = EMERGENCY OVERFLOW
PROPOSED GRADING LIMITS
PROPOSED STORM SEWER
PROPOSED MANHOLE (MH)
PROPOSED CATCH BASIN (CB)
PROPOSED FLARED END SECTION (FES)
PROPOSED SILT FENCE
PROPOSED SEDIMENT CONTROL LOG
PROPOSED ROCK CONSTRUCTION ENTRANCE
SEDIMENT CONTROL DEVICE AT STORM SEWER INLET
PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS
PROPERTY LINE
A
15
C2.11
19
C2.11
20
C2.11
22
C2.11
23
C2.11
915
15.6
1
C2.11
1
C2.11
2
C2.11
3
C2.11
Addendum #2 02/22/2019 1
913
9
1
1
911 911
9129
1
2
913
9
1
3
923924
925
925
926
926927927
914
9
1
4
914
915915915
9
1
6
9
1
6
917
91
7
91
7
917918918
919
920
9
09
9
1
0911 912913
9
1
4
91
5
915
91
6
906
907
911
912
9
1
2
913
913
914
915 903903
903903903904904904 904904
905906907
90
7
BUS PARKING
(29 BUS STALLS)
PROPOSED BUILDING ADDITION 'B'
EAST PARKING
(174 STALLS)
WEST PARKING
(8 BUS STALLS)
REFER TO 10 / C2.15 FOR DETAILED
VIEW OF FILTRATION PLANTINGS
NATIVE SEED RSS WALLS
NATIVE SEED RSS WALL
NATIVE SEED RSS WALLS
PATCH SOD AS REQUIRED FOR AREAS
DISTURBED BY TREE PLANTING
NORTH PARKING
(483 STALLS)
5
AN
2
QB
QB
1
IV
8
SL
5
AI
5
AM3
5
IW
7
LG
7 AT
9
LS
10
12
MB
CR
6
EJ
11
LG
8
AM3
7
SL
6 LC
6
11
RS
5
VA
6
SL
MB
10
AI
9
7
CR
AM3
3 AM3
4
8
EJ
IW
5
5
LC
7
SL
15
IV
AT
12
3
AM
TW
4
1
CO
1
CO
4
TR
CV
1
SR
3 AN
1
MP
2 AN
1
3
SR
1
AN
2
MP
1
AN
AS
1
2
AS 2
QE
QB
3
1
QM
QM
QA
4
AS
2
MP
4
PL
3
JB
10
HB
5
HD
7
6
HB
AM
1
2
QC
QC
1
QM
2
AS
3
5
AS
QB
4
2
QC
2
AM
AS
5AM
3
QM
1
PR
3
TR
5
PR
5
QM
1QB
3 LL
5QM
2
LL
4
PB
6
TW
4 2
QC
5
AF
2
PB
2
PR
3
QB
3
AS
4
QA
QE
3
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
LANDSCAPE ARCHITECT
MINNESOTA
L1.11
1" = 50'
LJD
LJD
02/06/2019
172270
53753 02/06/2019
LAURA J. DETZLER
NORTHPLANLANDSCAPING
NOTES:LEGEND
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
APPROXIMATE SOD LIMITS
PROPOSED SEED MIX #1
PROPOSED SEED MIX #2
PROPOSED NATIVE SEEDING
PROPOSED SHRUB / MULCH BED
PROPERTY LINE
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELD, FOR GENERAL NOTES.
2. REFER TO SWPPP NARRATIVE FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL
REQUIREMENTS.
3. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE
CONTRACTOR PROCEEDS WITH SODDING.
4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE
PAVED OR RECEIVE AGLIME SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED.
5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR
A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE
ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO
ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.
6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD ALL APPLICABLE AREAS, AT NO
ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.
7. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING, REFER TO SPECIFICATION FOR
PROCEDURE.
8. ALL TREES TO BE BALLED AND BURLAPPED.
9. ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH,
UNLESS OTHERWISE SPECIFIED.
10. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE
MATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHALL BEGIN
BRANCHING NO LOWER THAN 6'.
1
C2.11
TREES COMMON NAME / BOTANICAL NAME CONT CAL SIZE QTY
AN Northwood Maple / Acer rubrum `Northwood`B&B 3"12
AM Green Mountain Sugar Maple / Acer saccharum `Green Mountain` TM B&B 3"9
AS Sienna Glen Maple / Acer x freemanii `Sienna`B&B 3"21
CS Northern Catalpa / Catalpa speciosa B&B 3"8
CO Common Hackberry / Celtis occidentalis B&B 3"4
CV Thornless Cockspur Hawthorn / Crataegus crus-galli inermis TM B&B 3"4
QA White Oak / Quercus alba B&B 3"11
QB Swamp White Oak / Quercus bicolor B&B 3"17
QE Northern Pin Oak / Quercus ellipsoidalis B&B 3"11
QC Heritage Oak / Quercus macdanielli `Clemons` TM B&B 3"10
QM Burr Oak / Quercus macrocarpa B&B 3"12
TR Redmond American Linden / Tilia americana `Redmond`B&B 3"12
CONIFEROUS TREES COMMON NAME / BOTANICAL NAME CONT CAL SIZE QTY
AF Fraser Fir / Abies fraseri B&B 8` H 5
LL Tamarack / Larix laricina B&B 8` H 9
PB Black Hills Spruce / Picea glauca densata B&B 8` H 12
PR Norway Pine / Pinus resinosa B&B 8` H 10
TW White Cedar / Thuja occidentalis `White Cedar`B&B 8` H 8
ORNAMENTAL TREES COMMON NAME / BOTANICAL NAME CONT CAL SIZE QTY
MP Perfect Purple Crab Apple / Malus `Perfect Purple`B&B 2"8
SR Japanese Tree Lilac Clump / Syringa reticulata B&B 2"6
SHRUBS COMMON NAME / BOTANICAL NAME CONT QTY
AM3 Glossy Black Chokeberry / Aronia melanocarpa elata #5 19
CR Red Twig Dogwood / Cornus sericea #5 13
IW Winterberry / Ilex verticillata #5 12
JB Blue Prince Juniper / Juniperus horizontalis `Blue Prince`#5 10
PL Lemon Candy Dwarf Ninebark / Physocarpus opulifolius `Lemon Candy` #5 3
VA American Cranberrybush / Viburnum trilobum #5 5
PERENNIALS / ORNAMENTAL GRASSES COMMON NAME / BOTANICAL NAME CONT QTY
AI Swamp Milkweed / Asclepias incarnata #1 14
AT Butterfly Milkweed / Asclepias tuberosa #1 21
EJ Joe Pye Weed / Eupatorium maculatum #1 19
HD Big Daddy Hosta / Hosta x `Big Daddy`#1 7
HB Bridal Falls Hosta / Hosta x `Bridal Falls`#1 11
IV Blue Flag / Iris versicolor #1 23
LG Prairie Blazing Star / Liatris pycnostachya #1 20
LC Cardinal Flower / Lobelia cardinalis #1 11
LS Great Blue Lobelia / Lobelia siphilitica #1 10
MB Wild Bergamot / Monarda fistulosa #1 22
RS Sweet Black-eyed Susan / Rudbeckia subtomentosa #1 11
SL Little Bluestem Grass / Schizachyrium scoparium #1 24
PLANT SCHEDULE
8
C2.15
Addendum #2 02/22/2019 1
6
C2.15
5
C2.15
6
C2.15
7
C2.15
9
C2.15
EXISTING SIGNIFICANT TREES TO BE REMOVED:
INVENTORIED TREES = 6,675 CALIPER INCHES
CALIPER INCHES REMOVED = 2,842
PROPOSED TREE REPLACEMENT:
DECIDUOUS TREES = 393 CALIPER INCHES
CONIFEROUS TREES (8' HIGH = 2") = 88 CALIPER INCHES
ORNAMENTAL TREES = 28 CALIPER INCHES
TOTAL = 509 CALIPER INCHES PROVIDED (1,089 REQUIRED)
TREE INVENTORY INFORMATION:
DENSE VEGETATION INVENTORIED = 5.51 ACRES
DENSE VEGETATION NOT INVENTORIED = 11.46 ACRES
TREE REPLACEMENT STATISTICS:
9239
2
4
924
925925
925925925925
925
926926926926 926
926926
926927
927
92
77
927
927
91
7
91
8
919
920920
921921
922922
923
924
925
926
927
928
929929
930930931931932932
933933933
934
935
26.9
26.9
26.8
27.4 ME
26.9
26.9
27.427.427.427.427.4
27.427.4
27.3 ME
27.427.427.427.4
26.9
26.9
26.926.9
27.427.427.427.4
26.9
27.1
23.4
25.6
25.2
25.7
26.4
23.0
24.4
24.9
26.8
26.8
26.1
25.6
26.0
25.425.6
25.1
24.0
24.8
24.8
24.4
26.9
25.0
25.4
25.9
25.9
26.6
26.7
24.4
25.2
23.3
23.7
26.2
26.1
25.8
25.7
25.1
25.5
24.6
24.0
24.5
26.5
26.4
30.0
29.6
32.6
33.0
19.6 ME
28.3 ME
27.2
27.4
26.8
26.0
26.1
26.5
25.8
27.3
27.2
26.9
26.9
26.7 ME
25.0
26.2
26.6
24.7
25.2
25.5
16.3 ME
15.5 ME
15.5 ME
16.6 ME
23.5 ME
23.8 ME
24.2 ME
23.3 ME
19.7 ME
10.9 ME
13.1 ME
22.7 ME
23.3 ME
24.8 ME
25.4 ME
25.3 ME
24.5 ME
23.5 ME
23.2 ME
22.8 ME
23.3 ME
23.9 ME
24.7 ME
28.5 ME
27.1 ME
25.0 ME
25.0 ME
26.1
26.2 ME
26.9 ME
26.8 ME
25.9 ME
25.9 ME
25.6
25.8
26.9
25.3
25.8
26.6
25.9
25.3
26.0
26.3
25.6
26.0
25.7
24.9
27.2 ME
25.9
26.5 ME
25.7 ME
25.4 ME
24.7 ME
25.2 ME
30.6 ME
32.0 ME
30.4 ME
29.8 ME
29.6 ME
29.5 ME
29.4 ME
29.1 ME
26.6
27.1
27.2
27.1
26.4
25.9
26.3
26.1
25.4
23.8
23.4
20.0
21.7
23.8
31.5
28.8
32.6
32.1
26.0
27.1
24.6
30.6
25.7
27.2 ME
26.7
26.7 ME
26.5 ME
25.4
35.9 ME
32.6 ME
30.6 ME
26.6 ME
26.6 ME
26.6 ME
19.6 ME
19.6 ME
29.6 ME
29.5 ME
29.2 ME
29.0 ME
29.3 ME
29.5 ME
29.1 ME
28.9 ME
29.8 ME
28.8 ME
28.5 ME
29.7 ME
16.6 ME
16.2 ME
19.7 ME
19.7 ME
19.7 ME
19.3
19.1
18.8
18.4
29.5 ME
32.9 ME
33.0 ME
33.1 ME
33.2 ME
33.0 ME
33.2 ME
33.2 ME
33.2 ME
32.7 ME
33.2 ME
PROPOSED FOOTBALL /
LACROSSE FIELD
(180' X 360')
PROPOSED BUILDINGADDITION 'F'
SOUTH PARKING
(14 BUS STALLS)
NATIVE SEED RSS WALLS
NATIVE SEED RSS WALLS
STAGING AREA - TILL AS REQUIRED TO REMOVE
COMPACTION. RETURN TO EXISTING GRADES.
1
CO
CV
3
QM
1
QA
1
QM
1
QE
3
3
QC
AN
3
QA
2
QB
1
4
CS
2
QM
3
TR
PB
4
1
QM
CS
2
1
CO
QE
2
CS
2 1
QE
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
LANDSCAPE ARCHITECT
MINNESOTA
L1.12
1" = 50'
LJD
LJD
02/06/2019
172270
53753 02/06/2019
LAURA J. DETZLER
SOUTHPLANLANDSCAPING
NOTES:LEGEND
1. REFER TO SHEET C1.34, GRADING AND DRAINAGE PLAN FIELD, FOR GENERAL NOTES.
2.REFER TO SWPPP NARRATIVE FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL
REQUIREMENTS.
3. LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINISH GRADING BEFORE
CONTRACTOR PROCEEDS WITH SODDING.
4. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BE
PAVED OR RECEIVE AGLIME SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED.
5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FOR
A CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BE
ACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TO
ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.
6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD ALL APPLICABLE AREAS, AT NO
ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.
7. BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING, REFER TO SPECIFICATION FOR
PROCEDURE.
8. ALL TREES TO BE BALLED AND BURLAPPED.
9. ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF CLEAN SHREDDED HARDWOOD MULCH,
UNLESS OTHERWISE SPECIFIED.
10. ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE
MATCHED. ALL OVERSTORY TREES ADJACENT TO DRIVE AND IN PARKING LOT SHALL BEGIN
BRANCHING NO LOWER THAN 6'.
TREES COMMON NAME / BOTANICAL NAME CONT CAL SIZE QTY
AN Northwood Maple / Acer rubrum `Northwood`B&B 3"12
AM Green Mountain Sugar Maple / Acer saccharum `Green Mountain` TM B&B 3"9
AS Sienna Glen Maple / Acer x freemanii `Sienna`B&B 3"21
CS Northern Catalpa / Catalpa speciosa B&B 3"8
CO Common Hackberry / Celtis occidentalis B&B 3"4
CV Thornless Cockspur Hawthorn / Crataegus crus-galli inermis TM B&B 3"4
QA White Oak / Quercus alba B&B 3"11
QB Swamp White Oak / Quercus bicolor B&B 3"17
QE Northern Pin Oak / Quercus ellipsoidalis B&B 3"11
QC Heritage Oak / Quercus macdanielli `Clemons` TM B&B 3"10
QM Burr Oak / Quercus macrocarpa B&B 3"12
TR Redmond American Linden / Tilia americana `Redmond`B&B 3"12
CONIFEROUS TREES COMMON NAME / BOTANICAL NAME CONT CAL SIZE QTY
AF Fraser Fir / Abies fraseri B&B 8` H 5
LL Tamarack / Larix laricina B&B 8` H 9
PB Black Hills Spruce / Picea glauca densata B&B 8` H 12
PR Norway Pine / Pinus resinosa B&B 8` H 10
TW White Cedar / Thuja occidentalis `White Cedar`B&B 8` H 8
ORNAMENTAL TREES COMMON NAME / BOTANICAL NAME CONT CAL SIZE QTY
MP Perfect Purple Crab Apple / Malus `Perfect Purple`B&B 2"8
SR Japanese Tree Lilac Clump / Syringa reticulata B&B 2"6
SHRUBS COMMON NAME / BOTANICAL NAME CONT QTY
AM3 Glossy Black Chokeberry / Aronia melanocarpa elata #5 19
CR Red Twig Dogwood / Cornus sericea #5 13
IW Winterberry / Ilex verticillata #5 12
JB Blue Prince Juniper / Juniperus horizontalis `Blue Prince`#5 10
PL Lemon Candy Dwarf Ninebark / Physocarpus opulifolius `Lemon Candy` #5 3
VA American Cranberrybush / Viburnum trilobum #5 5
PERENNIALS / ORNAMENTAL GRASSES COMMON NAME / BOTANICAL NAME CONT QTY
AI Swamp Milkweed / Asclepias incarnata #1 14
AT Butterfly Milkweed / Asclepias tuberosa #1 21
EJ Joe Pye Weed / Eupatorium maculatum #1 19
HD Big Daddy Hosta / Hosta x `Big Daddy`#1 7
HB Bridal Falls Hosta / Hosta x `Bridal Falls`#1 11
IV Blue Flag / Iris versicolor #1 23
LG Prairie Blazing Star / Liatris pycnostachya #1 20
LC Cardinal Flower / Lobelia cardinalis #1 11
LS Great Blue Lobelia / Lobelia siphilitica #1 10
MB Wild Bergamot / Monarda fistulosa #1 22
RS Sweet Black-eyed Susan / Rudbeckia subtomentosa #1 11
SL Little Bluestem Grass / Schizachyrium scoparium #1 24
PLANT SCHEDULE
REFERENCE KEY TO SITE DETAILS
DETAIL I.D NUMBER (TOP)
DETAIL SHEET NUMBER (BOTTOM)
APPROXIMATE SOD LIMITS
PROPOSED SEED MIX #1
PROPOSED SEED MIX #2
PROPOSED NATIVE SEEDING
PROPOSED SHRUB / MULCH BED
PROPERTY LINE
1
C2.11
8
C2.15
Addendum #2 02/22/2019 1
6
C2.15
5
C2.15
6
C2.15
7
C2.15
9
C2.15
ENGINEERED FILL12"6"UNSUITABLE SOIL
TOPSOIL
1'-0" (TYP)
5'-0"
1
1 VARIESNOTE:
BOTTOM OF EXCAVATION MUST BE APPROVED BY THE SOILS
ENGINEER PRIOR TO PLACEMENT OF ANY FILL.
4" SLAB
FINISH FLOOR
FINISH SUBGRADEFINISH GRADE (TURF)
MINIMUM EXCAVATION
LIMITS
FOOTING
SUITABLE SOIL
ENGINEERED FILL
8" STABILIZED AGGREGATE BASE (NO RECYCLED ASPHALT)
6
C2.11
GRADING - BELOW GRADE
BUILDING WALLS
BUILDING PAD
(ENGINEERED FILL)
1
1
FINISH GRADE (TURF AREAS)FINISH FLOOR
ELEVATION
BACKFILL AT
BELOW GRADE
WALLS
FOOTING (REFER TO
STRUCTURAL PLANS)
FINISH FLOOR ELEVATION
REFER TO ARCHITECTURAL
PLANS FOR VERIFICATION IN
LOWER LEVEL FINISH FLOOR
ELEVATIONS AND LOCATIONS
OF VARIATIONS
2'-0"
30°0'0"6"MINIMUM 6" TOPSOIL
6" TOPSOIL
18" LOW PERMEABILITY CLAY SOILS
C2.11
7
6
C2.11
SAND SUBBASE/ DRAIN TILE AT
DOORS & FROST FOOTED STOOPS
5'-0"20'-0"5'-0"6'-0"4"NOTE: REFER TO GRADING AND DRAINAGE
PLAN FOR LIMITS OF SAND SUB-BASE
FINISH GRADE
AT EDGE OF STOOP
FINISH GRADE
OF PAVEMENT ADJACENT
TO FOOTED STOOP
STOOP FOOTING
REFER TO STRUCTURAL
DRAWINGS
6" DRAIN TILE (WHERE INDICATED
ON DRAWINGS) - EXTEND TO
STORM SEWER STRUCTURE
WHERE INDICATED ON
DRAWINGS
SUBGRADE SOILS
SAND SUBBASE
5
C2.11
6
C2.13
NOTE:
ATTACH TRACER WIRE WITH
BROWN STRIPE TO PIPE AT 3'
O.C. WITH PLASTIC ZIP-TIES
(OR APPROVED EQUAL).
CLEANOUT ASSEMBLY
MCDONALD 74M "A"
SERIES CAST IRON
METER PIT FRAME
AND COVER
FITTING HUB WITH 4"
THREADED PLUG. APPLY
TEFLON THREAD TAPE,
OR APPROVED EQUAL,
OVER THREADS.
FINISH GRADE
LEAVE 24" OF EXCESS
WIRE AT SURFACE
TRACER WIRE
MAINREFER TO PLAN15"
11 12"4"24" DIA. x 8" THICK CONCRETE
SLABPOURED AROUND CASTING
(FLUSH WITH PAVEMENT/TURF
GRADE)
12
C2.11
BACKWATER VALVE
FLOW
BACKWATER VALVE
SOLVENT WELD BACKWATER
VALVE TO DRAINTILE
PROVIDE FLEXIBLE JOINT -
REFER TO SPECS
6" DRAINTILE
CONNECT DRAINTILE TO
STRUCTURE AT ELEVATION
SHOWN ON THE DRAWING.
GROUT SECURE TO STRUCTURE
WALL
MINIMIZE STUB THROUGH WALL.
STUB ONLY AS REQUIRED
TO ALLOW BACKWATER VALVE
TO BE CONNECTED TO DRAINTILE
PROVIDE FLEXIBLE
JOINT AT
CONNECTION -
REFER TO SPECS
REFER TO PLAN FOR
STRUCTURE TYPE
10
C2.11
ROCK CONSTRUCTION
ENTRANCE
NOTE: PROVIDE WHERE CONSTRUCTION TRAFFIC
ENTERS OR EXITS THE CONSTRUCTION SITE
6" MINIMUM THICKNESS
50'
M
I
N
I
M
U
M
AS RE
Q
UI
R
E
D
EXISTING PAVEMENT TO REMAIN
PROPERTY/R.O.W. LINE
2" TO 3" WASHED ROCK
GEOTEXTILE FABRIC
C2.11
3
SANITARY SEWER MANHOLE
5"
MIN.1'-4"4'-0"27"
4'-0"16" O.C.BASES SHALL BE 8" INTEGRAL CAST, REINFORCED STANDARD PRECAST WITH 2" LEAN GROUT7"VARIABLE16" MAX.CL FLOW
FLOW
SLOPE @ 2 IN./FT.
(TYP)
COVER SHALL BE STAMPED
"SANITARY SEWER"
METAL SEWER CASTING - REFER TO
PLAN FOR TYPE
MIN. 2 AND MAX. 5 ADJUSTING RINGS.
GROUT BETWEEN RINGS, CASTING,
AND ALONG OUTSIDE.
PRECAST CONCRETE CONE SECTION
STEPS ON DOWNSTREAM SIDE
RUBBER GASKET - TYP
AT ALL JOINTS
SLOPE AT 2 IN./FT. (TYP)
RUBBER BOOT - REFER TO MNDOT
STANDARD PLATE NO. 4007C
RUBBER BOOT - REFER
TO MNDOT STANDARD
PLATE NO. 4007C
GROUT TO 1/2 PIPE
INTEGRAL BASE SECTION
C2.11
15
STORM SEWER MANHOLE
BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT,
OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH16" O.C.VARIABLE
27"4'-0"VARIABLE5"
MIN.
COVER SHALL BE STAMPED
"STORM SEWER"
METAL SEWER CASTING - REFER
TO PLAN FOR TYPE
MIN. 2 AND MAX. 5 ADJUSTING RINGS.
GROUT BETWEEN RINGS, CASTING, AND
ALONG OUTSIDE.
PRECAST CONCRETE CONE SECTION
STEPS ON DOWNSTREAM SIDE
RUBBER GASKET, TYP ALL JOINTS
GROUT SHELF AND CHANNELS
PROVIDE FLEXIBLE JOINT
AT CONNECTION - REFER TO SPECS
C2.11
19
CATCH BASIN
VARIES
FLOW
FLOW
61
"RIM ELEVATION"
PRECAST COVER -
8" THICK
STEPS - INSTALL ON
DOWNSTREAM SIDE
@ 16" O.C.
RUBBER GASKET -
TYP AT ALL JOINTS
PRECAST CONCRETE
SECTION
GROUT SHELF AND
CHANNELSBASES SHALL BE 8"
STANDARD PRECAST
WITH 2" LEAN GROUT,
OR POURED 8" SLAB
REINFORCED WITH
6" x 6" 10/10 MESH
PROVIDE FLEXIBLE JOINT
AT CONNECTION -
REFER TO SPECS
STORM SEWER PIPE- REFER TO
PLAN FOR LOCATION, INVERT,
AND SIZES
MIN. 2 AND MAX. 5 ADJUSTING
RINGS. GROUT BETWEEN
RINGS, CASTING, AND ALONG
OUTSIDE.
METAL SEWER CASTING - REFER
TO PLAN FOR TYPE
C2.11
20
TEMPORARY DIVERSION
BERM
PLAN VIEW
SECTION A-A
A
A DISTURBED EARTH
2'
MIN.24" MIN.2' MIN.UNDISTURBED
EARTH
DISTURBED EARTH
2:1 SLOPE OR
FLATTER
2:1 SLOPE OR FLATTER
SILT FENCE
SILT FENCE
21
WHERE POSSIBLE, 10'
UNDISTURBED EARTH
UPHILL OF SILT FENCE
1
C2.11
C2.11
4
SEDIMENT CONTROL LOG
FLOW
24" MIN.2' O.C.MAX.FL
O
W
FL
O
W
STAKE DETAIL
INSTALLATION DETAIL
SEDIMENT CONTROL LOG
STAKE TO BE PLACED AT TOE
OF SLOPE, BOTH SIDES
WOOD STAKE
BOTTOM OF SWALE
WOOD STAKE TO
PENETRATE NETTING
MATERIAL ONLY
SEDIMENT CONTROL LOG
C2.11
2
SILT FENCE
NORMAL USE
POSTS:
(IF USED WITHOUT
SUPPORT FENCE)
WOOD
2" SQ. (MIN)
@ 4' (MAX)
SPACING
METAL
0.95 lbs/lf (MIN.) @ 6'
(MAX) SPACING
DIRECTION OF
RUNOFF FLOW
NOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITH
HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES
5' MIN. LENGTH POST (METAL)
4' MIN. LENGTH POST (WOOD)
SILT FENCE FABRIC
OVERLAP FABRIC 6" AND
FASTEN @ 2' INTERVALS
EXTEND WIRE MESH INTO TRENCH
FABRIC ANCHORAGE
TRENCH BACKFILL WITH
TAMPED NATURAL SOIL
6" MIN.
6" MIN.NATURAL SOIL
24" MIN. BURY DEPTH (METAL)
18" MIN BURY DEPTH (WOOD)
30" MIN.
METAL STAKE OR
WOOD POST
OPTIONAL SUPPORT
FENCE (WIRE MESH)
1
C2.11
STRUCTURE WITH HOODED
OUTLET COVER
VARIES
REFER TO PLANS
FLOW
FLOW
SUMP VARIES
REFER TO PLANS
PROVIDE FLEXIBLE JOINT
(TYP.) - REFER TO SPECS
PRECAST CONCRETE
SECTION
SIMILAR TO
RUBBER GASKET - TYP
AT ALL JOINTS
PROVIDE ANTI-SIPHON
DEVICE
PRECAST COVER -
8" THICK
"RIM ELEVATION"METAL SEWER CASTING -
REFER TO PLANS FOR TYPE
MIN. 2 AND MAX. 5 ADJUSTING
RINGS. GROUT BETWEEN RINGS,
CASTING, AND ALONG OUTSIDE.
HOODED OUTLET COVER
INLET PIPES - ADJUST
OPENING IN STRUCTURE
AS REQUIRED TO ALLOW
ADEQUATE SPACE FOR
HOODED OUTLET COVER.
REFER TO PLANS FOR PIPE
SIZES AND ALIGNMENT
BASES SHALL BE 8"
STANDARD PRECAST
WITH 2" LEAN GROUT, OR
POURED 8" SLAB
REINFORCED WITH 6" x 6"
10/10 MESH
C2.11
20
C2.11
21
TYPICAL SECTION THRU
FILTRATION AREA
3" DEPTH MIN. SHREDDED
WOOD MULCH (MnDOT TYPE 6)
PLANTS WITH MULCH
FILTRATION AREA
LIMITS AS SHOWN ON PLAN
GRASS
ROOT BALL
OR POT
FILTRATION SYSTEM SOIL
MIXTURE - SEE BELOW
SEE NOTE 7 OF 19 / C1.71 FOR ENGINEERED SOIL MIXTURE
6" DEPTH
TOPSOIL
PLACE SEDIMENT LOG AT EDGE OF FILTRATION AREA - FULL
PERIMETER , AND REMOVE ONCE ALL UPSLOPE AREAS ARE
FULLY STABILIZED (PERMANENT STABILIZATION)
LANDSCAPING
EDGING (TYPICAL)
FLAT BOTTOM
1
1
EXCAVATE TO SUBGRADE
ELEVATION WITH A TOOTHED
BUCKET BACKHOE. RIP SOILS 6"
TO 9" TO REMOVE COMPACTION
UTILITY TRACER
WIRE (TYPICAL)
6" DRAIN TILE WITH 3" MIN. PEA ROCK
SURROUNDING, WRAPPED IN GEOTEXTILE FABRIC
- REFER TO PLAN FOR LOCATION AND INVERT6" MIN.30" MIN.13
C2.11
FILTRATION AREA
CONSTRUCTION NOTES
FILTRATION AREA CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING:
1.FILTRATION AREA LIMITS SHALL BE SURVEYED AND A VISUAL BARRIER, SUCH AS ORANGE SNOW FENCE, SHALL BE
PLACED AROUND THE FULL PERIMETER TO KEEP ALL CONSTRUCTION TRAFFIC, EQUIPMENT AND MATERIAL STOCKPILES
OUT OF THE PROPOSED FILTRATION AREA. THE VISUAL BARRIER MUST BE INSTALLED BEFORE NEW CONSTRUCTION
BEGINS AND SHALL BE MAINTAINED THROUGH THE DURATION OF THE PROJECT.
2. DELIVER SAMPLE MATERIALS ONSITE FOR PRIOR APPROVAL. PRIOR TO BEGINNING THE INSTALLATION, SUFFICIENT
MATERIAL QUANTITIES SHALL BE ONSITE TO COMPLETE THE INSTALLATION AND STABILIZE EXPOSED SOIL AREAS
WITHOUT DELAY.
3. CARE MUST BE TAKEN TO AVOID CONTAMINATION OF ENGINEERED SOILS WITH SEDIMENT, IN-SITU OR TOPSOIL DURING
AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED.
4. INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING AND COMPACTION. SCHEDULE WORK
FOR PERIODS OF DRY WEATHER. DO NOT WORK IF SOIL CONDITIONS ARE WET. EXCAVATION, SOIL PLACEMENT AND
RAPID STABILIZATION OF PERIMETER SLOPES WITH TURF SOD MUST COMPLETED BEFORE THE NEXT PRECIPITATION
EVENT. TURF SOD PLACED IN FLOW PATHS SHALL BE SECURED WITH AT LEAST 6 STAKES PER SQUARE YARD. PLACE
STAKES ALONG UPHILL SEAM EDGES TO PREVENT UNDERMINING FLOWS UNTIL SOD ROOTS ESTABLISH.
5. DO NOT LEAVE STORMWATER AREAS AND / OR PERIMETER SLOPES EXPOSED OVERNIGHT. SECURE THE SITE FROM RISK
OF PRECIPITATION DAMAGES AT THE END OF EVERY WORK DAY. IN THE EVENT OF RAIN, TAKE ACTION TO DIVERT
STORMWATER AWAY FROM THE WORK AREA AND TEMPORARILY COVER OF ALL EXPOSED SOILS WITH FILTER FABRIC
OR IMPERMEABLE SHEETING.
6. FIELD OBSERVATION OF EXCAVATION AND SOIL PLACEMENT IS REQUIRED. NOTIFY GEOTECHNICAL ENGINEER PRIOR TO
DIGGING. USE BACKHOE WITH TOOTH BUCKET FOR CELL EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS.
(DO NOT USE SKID STEER FOR EXCAVATION WITHIN THE CELL) USE TOOTH BUCKET TO SCARIFY (RIP) UNDERLYING
SOILS 6" TO 9" DEEP TO REMOVE COMPACTION. GENTLY MIX THE FIRST LIFT OF ENGINEERED SOILS WITH THE LOOSENED
UNDERLYING SOILS TO AVOID STRATIFICATION AND PROMOTE PERMEABILITY. USE EXCAVATOR BUCKET TO PLACE
MATERIALS. CONSTRUCTION EQUIPMENT SHALL NOT BE ALLOWED INTO THE STORMWATER AREAS. LEVELING AND
FINAL GRADING WITHIN THE CELL MUST BE COMPLETED BY HAND.
7. FILTRATION AREA SOIL MIX SHALL BE MINNESOTA STORMWATER MANUAL 4.1.2 MIX B: ENHANCED FILTRATION BLEND
(WELL BLENDED MIXTURE OF 70% ASTM C-33 COARSE WASHED SAND (MN/DOT 3126) AND 30% MN/DOT 3890 GRADE 2
LEAF LITTER COMPOST. THE MATERIAL SUPPLIER SHALL PROVIDE DOCUMENTATION THAT THE COMPOST HAS BEEN
SAMPLED AND TESTED AS REQUIRED BY THE SEAL OF TESTING ASSURANCE (STA) PROGRAM OF THE UNITED STATES
COMPOSTING COUNCIL (USCC) AND A GRADATION SIEVE ANALYSIS FOR THE WASHED SAND. THE ENGINEERED SOIL
SHALL NOT CONTAIN ANY TOPSOIL OR FILTER AGGREGATE WITH FINES.
8. INSTALL PLANTINGS BY HAND.
9. INSTALLED SOD AND PLANTINGS REQUIRE A TOTAL OF 1" OF WATER PER WEEK AND ACTIVE WEED MANAGEMENT UNTIL
WELL ESTABLISHED. WATERING COSTS ARE CONSIDERED INCIDENTAL TO SOD AND PLANTING INSTALLATION.
CONSTRUCT A TEMPORARY IRRIGATION SYSTEM, CONSISTING OF ABOVE GROUND HEADS, PIPING, VALVES, ETC., FOR
WATERING UNTIL VEGETATION IS ESTABLISHED. DO NOT USE A WATER TRUCK AS THE FORCE OF THE WATER WILL
ADVERSELY AFFECT THE STORMWATER AREA SOILS.
10. REMOVAL OF ACCUMULATED SEDIMENT AND DEBRIS SHALL BE DONE BY HAND OR, IF SELF-PROPELLED EQUIPMENT IS
REQUIRED, FROM OUTSIDE THE PERIMETER OF THE FILTRATION AREAS.
C2.11
14
GATE VALVE BOX
8"
AS REQUIRED
ADJUST TOP TO 1/2" BELOW FINISHED PAVEMENT
GRADE OR 1" BELOW FINISHED TURF GRADE.
SET SO AS TO PROVIDE 12" OF UPWARD ADJUSTMENT.
COVER SHALL BE
STAMPED WITH "WATER"
FINISH GRADE
VALVE BOX
GATE VALVE
REFER TO DRAWINGS
FOR SIZES
WATERMAIN
CONCRETE THRUST BLOCK
16
C2.11
FIRE HYDRANT8'-0" MINIMUM3'-0"8'-0" MIN. COVERHYDRANT MARKER
HYDRANT, HEIGHT VARIES
FINISH
GRADE
TRAFFIC FLANGE
2" ABOVE GRADE REFER TO DETAIL
4" x 4"
VERTICAL
BLOCK
4" x 4"
THRUST
BLOCK
1 CU. YD. GRAVEL 3/4"+ COVER
WITH POLYETHLENE
TEE
6" D.I.P. LEAD
MECH. JOINTS
6" GATE VALVE
8" CONCRETE
THRUST BLOCKS 2-3/4" TIE RODS
C2.11
16
C2.11
17
WATERMAIN OFFSET
PROPOSED / EXISTING SEWER
- REFER TO PLAN FOR SIZES
AND LOCATIONS
ONE LENGTH OF
PROPOSED WATERMAIN
PIPE CENTERED AT
CROSSING
TRANSITION TO SPECIFIED DEPTH (TYP).
INSTALL VERTICAL BENDS AS REQUIRED18" MIN.WATERMAIN SHALL
HAVE 8' MINIMUM COVER
45 ° BEND (TYP)
RESTRAINT AT EVERY
JOINT
17B
C2.11
THRUST BLOCK
BEND
CROSS
TEE45° BEND
WYE
NOTES:
1.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.
2. KEEP CONCRETE CLEAR OF PIPE JOINTS, NUTS AND BOLTS.
3. IF NOT SHOWN ON PLANS, REQUIRED BEARING AT FITTING SHALL BE AS INDICATED
ABOVE, ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND
ALLOWABLE SOIL BEARING STRESS(ES).
4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE
PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN THIS STANDARD
DETAIL.
5. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE
SOIL BEARING STRESS OF 2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING
AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE
FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (200/SOIL BEARING
STRESS) X (TABLE VALUE).
PLUGGED CROSS PLUGGED CROSS
PLUGGED TEE PLUG OR CAP
NOMINAL
FITTING SIZE
(INCHES)
TEE, WYE,
PLUG, OR
CAP
90° BEND,
PLUGGED
CROSS
TEE PLUGGED
ON RUN
A1 A2
45°
BEND
22.5°
BEND
11.25°
BEND
4 1.0 1.4 1.9 1.4 1.0 - -
6 2.1 3.0 4.3 3.0 1.6 1.0 -
10 5.9 8.4 11.8 8.4 4.6 2.6 1.2
12 8.5 12.0 17.0 12.0 6.6 3.4 1.7
14 11.5 16.3 23.0 16.3 8.9 4.6 2.3
16 15.0 21.3 30.0 21.3 11.6 6.0 3.0
18 19.0 27.0 38.0 27.0 14.6 7.6 3.6
20 23.5 33.3 47.0 33.3 18.1 9.4 4.7
24 34.0 48.0 68.0 48.0 26.2 13.6 6.8
8 3.8 5.3 7.6 5.4 2.9 1.5 1.0
1/4" PLYWOOD
OVER FACE
OF BOLTS
A1
A2
UNDISTURBED SIDE OF TRENCH (TYP.)
BEDDING MATERIAL (TYP.)
18
C2.11
RCP FLARED END SECTION
(FES)
PIPE SIZE
21" & LESS
24" TO 36"
42" TO 54"
60" & GREATER
"U" BOLT DIA.
1/2"
5/8"
3/4"
1"
WIDTH
24"
24"
24"
24"
"U" BOLT REQUIREMENTS
NOTES:
2 - "U" BOLT FASTENERS TO BE INSTALLED ACROSS EACH
JOINT, ONE EACH SIDE OF PIPE AT 60° FROM THE TOP OF
THE PIPE. FASTEN FIRST THREE JOINTS AS SHOWN.
CONCRETE PIPE TIES ("U" BOLTS)
TRASH GUARD WITH 5/8" DIA.
RODS AT 6" ON CENTER.
FASTEN TO FES WITH 3
HOT DIPPED GALV. CLIPS
RIPRAP - REFER
TO DETAIL
C2.11
23
C2.11
22
RIPRAP - FLARED END
SECTIOND51
5D2'-0"D5D12"PLAN
SECTION A - A
SECTION B - B12"18"B
B
AA
CLASS III RIPRAP
GEOTEXTILE FABRIC
PLAN FINISH GRADE
CLASS III RIPRAP
GEOTEXTILE FABRIC
PLAN FINISH GRADE
FABRIC SHALL COVER THE AREA
OF THE RIPRAP AND EXTEND
UNDER THE CULVERT APRON 3'
C2.11
23
8
C2.11
CLASS B PIPE BEDDING
CITY STANDARD PLATE 4005
9
C2.11
CLASS C PIPE BEDDING
CITY STANDARD PLATE 4005
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C2.11
NOT TO SCALE
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
DETAILSSITE
Addendum #2 02/22/2019 1
FINGER DRAIN
3"3"3"CURB AND GUTTER
BITUMINOUS PAVEMENT SECTION
REFER TO DETAIL
6"
3" MINIMUM
UNDER TILE
WRAP TRENCH AND PEAROCK
WITH GEOTEXTILE FABRIC
PEA ROCK AROUND TILE
6" DRAIN TILE - LENGTH OF INDIVIDUAL
FINGER DRAIN SHALL BE 30' MINIMUM
UNLESS NOTED OTHERWISE.
11
C2.11
1
C2.13
10
C2.13
11
C2.13
2
C2.13
12
C2.13
RETAINING WALL AND FENCEVARIESGEOSYNTHETIC REINFORCEMENT
WALL BASE
5'-0" MINIMUM EXCAVATION4'-0"18" MAX.
CHAIN LINK
FENCE
DRAINTILE - CONNECT
TO STORM SEWER
(REFER TO UTILITY PLAN)
6" MINIMUM
COMPACTED
AGGREGATE BASE
FREE DRAINING
AGGREGATE
SLOPE VARIES
CAP BLOCK - MAX. ELEVATION
CHANGE AT TOP OF WALL IS
4" - DOUBLE STACK CAP
BLOCKS AS NECESSARY
BLOCK UNITS
FENCE POST FOUNDATION SYSTEM
REFER TO SPECS - COORDINATE
LOCATION WITH FENCING CONTRACTOR
24
C2.11
C2.13
18
1
C2.12
REINFORCED SOIL SLOPE
Mn/DOT STANDARD PLAN 5-297.646
2
C2.12
REINFORCED SOIL SLOPE DETAILS
Mn/DOT STANDARD PLAN 5-297.649
3
C2.12
REINFORCED SOIL SLOPE SECTIONS
Mn/DOT STANDARD PLAN 5-297.648
4
C2.12
STORMWATER TRENCH AND PRETREATMENT STRUCTURE
STRUCTURE
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C2.12
NOT TO SCALE
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
DETAILSSITE
CURB TRANSITION
SURMOUNTABLE TO B-61210' TRAN
SI
TI
O
N
PROVIDE EXPANSION
JOINT AT ENDS
OF TRANSITION (TYP.)
4
C2.13
1
C2.13
2
C2.13
CONCRETE WALK 1"NOTES:
1) PROVIDE WIRE MESH REINFORCEMENT IN PANELS WITH DIMENSIONS TO
JOINTS GREATER THAN 6' - REINFORCEMENT SHALL BE UNIFORMLY
SUSPENDED 2" BELOW CONCRETE FINISH GRADE.
2) PROVIDE EXPANSION JOINT AND CAULK SEALANT AT ALL WALK,
BUILDING, AND STOOP JOINTS. REFER TO SPECS.
WALK WIDTH AS
LABELED ON PLAN
BITUMINOUS PAVEMENT
CONCRETE CURB AND GUTTER
WALK FLUSH WITH TOP OF CURB AND PROVIDE
TOOLED EDGE (WITH EXPANSION JOINT)
5" CONCRETE WALK
MIN. 4" SAND BASE OR STABILIZED
AGGREGATE BASE THICKENED TO
BOTTOM OF CURB WHERE APPLICABLE
TYPICAL AT ALL
GRASS AREAS
PREPARED SUBGRADE
PROVIDE 2% CROSS SLOPE (MAX.)
REFER TO GRADING PLAN FOR
DIRECTION
12"MIN. 4"DEPTH6
C2.13
C2.13
11
C2.13
10
C2.13
1
CONCRETE SLAB
36"12"8"CAULK AT SURFACE
6" STABILIZED AGGREGATE BASE TO BE
PLACED BY PAVING CONTRACTOR STRUCTURE
8" CONCRETE SLAB
6" (MIN.) STABILIZED AGGREGATE
BASE TO BE PLACED BY PAVING
CONTRACTOR
THICKENED SLAB AT ALL SIDES
NOT ADJACENT TO BUILDING
PREPARED SUBGRADE
CONCRETE FLUSH WITH
BITUMINOUS PAVEMENT
EXPANSION JOINT
7
C2.13
11
C2.13
4
PLAN VIEW OF PERPENDICULAR RAMP
DOME SPACINGDOME SECTION
3
2
2
1
NOTES:
SECTION A-A
ELEVATION OF RAMP
PEDESTRIAN CURB RAMP
3'-8"
2 CONCRETE
WALK
3'-8"
A
4'-0"MIN.4'
-
0
"MIN4'-0" MIN4'-0" UNLESS
OTHERWISE NOTED
ON PLAN
5'-8"5'-8"2'-0"4
36'-0"(6" CURB4'-0"(4" CURB)CONCRETE WALK
A
6'-3" (6" CURB)
4'-2" (4" CURB)
4'-0" UNLESS
OTHERWISE NOTED
ON PLAN
6'-3" (6" CURB)
4'-2" (4" CURB)
1
6'-0" (6" CURB)
4'-0" (4" CURB)4'-0"
7/8" - 1-7/16"
1/5"
50%-60% OF BASE
DIAMETER
5/8" MIN.2'-0"5/8" MIN.
15/16" (TYP.)
1 5/8" - 2 3/8"
1 5/8" - 2 3/8"
15/16" (TYP.)
6'-3"
(6" CURB & 0.08 FT./FT. SLOPE)
4'-2"
(4" CURB & 0.08 FT./FT. SLOPE)
4'-0"6'-3"
(6" CURB & 0.08 FT./FT. SLOPE)
4'-2"
(4" CURB & 0.08 FT./FT. SLOPE)
1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213.
PROVIDE A PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY
FLAT 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN
RAMP.
6" TO 8" IS THE REQUIRED OFFSET OF THE DETECTABLE WARNINGS/ TRUNCATED DOME
AREA FROM THE FRONT FACE OF CURB, OR PLACE THE DETECTABLE WARNINGS AT THE
BACK OF CURB.
ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND
SHALL EXTEND THE FULL WIDTH (4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0" WIDTH
(TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING
SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (LIGHT GRAY,
WHITE, OR YELLOW) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE
TRUNCATED DOME AREA SHALL BE A DARK COLOR (RED, BLACK, DARK GRAY, OR BRIGHT
YELLOW) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR.
DISTURBED MINIMUM
OUTER LIMITS OF
CONCRETE WALK
BACK OF CURB
FRONT FACE
OF CURB
ROUND ALL SLOPED
INTERSECTIONS0.08 FT./FT. SLOPE OF FLARED SIDE
CURB OR, CURB
AND GUTTER
0.083 FT./FT. OR FLATTER
0.02 FT./FT. MAX
DOME (TYP)6"9
C2.13
6
C2.13
D-412 CURB & GUTTER
12"6"6"R12"4"7"AGGREGATE BASE TO BE
PLACED BY PAVING
CONTRACTOR (4" MIN.)
12"
NOTE:
1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OF
ADJACENT PAVEMENT SLOPE. CONSTRUCT WITH CURBING MACHINE.
1
2
SLOPE 34" PER FOOT TOWARDS
PAVEMENT ON HIGH SIDE OF
LOT/DRIVE (TIP OUT) - SLOPE 34"
PER FOOT TOWARDS BACK OF
CURB FACE ON LOW SIDE OF
LOT/DRIVE (TIP BACK)
FACE OF CURB
C2.13
2
B-612 CURB AND GUTTER
NOTE:
1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH DIRECTION OF ADJACENT
PAVEMENT SLOPE. CONSTRUCT WITH CURBING MACHINE.
2. AT CURB INLET CATCH BASINS, ADJUST CASTING TO BE 1" BELOW GUTTER GRADE. SLOPE
GUTTER 5' EACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS.
12"6"7 1/2"13 1/2"6"12"
1
2 AGGREGATE BASE TO BE
PLACED BY PAVING
CONTRACTOR (4" MIN.)7"FACE OF CURB
12" RADIUS
3" RADIUS
SLOPE 34" PER FOOT TOWARDS
PAVEMENT ON HIGH SIDE OF
LOT/DRIVE (TIP OUT) - SLOPE 34" PER
FOOT TOWARDS BACK OF CURB FACE
ON LOW SIDE OF LOT/DRIVE (TIP BACK)
12" RADIUS
1:3 BATTER
C2.13
1
ACCESSIBLE PARKING SIGN
AND POST WITH BOLLARD
NOTE:
SIGN SHALL BE PLACED NOT MORE THAN 96" FROM FACE
OR EDGE OF PAVEMENT AT THE ACCESSIBLE STALL.2"3'-6"3'-0"12"18"SIGN: WHITE LEGEND AND
BORDER ON BLUE
BACKGROUND FULLY
REFLECTORIZED
CL
1'-6"1'-0"POST TOP
METAL SIGN ACCORDING TO
MN STATE STATUTE 169.346
"VAN-ACCESSIBLE" LABELING (MNMUTCD
R7-8b) PROVIDE AT ONE STALL
3 1/2" FLANGED CHANNEL
SIGN POST PER Mn/DOT 3401
5" O.D. STEEL PIPE BOLLARD WITH TWO COATS
SIGN ENAMEL (COLOR TO BE APPROVED BY
OWNER). FILL ANNULAR SPACE WITH GROUT.
10° SLOPE
CONCRETE
(MN/DOT 3A32
OR EQUAL)60" - 66"C2.13
13
MEDIUM DUTY BITUMINOUS
PAVEMENT11.5"1.5" BITUMINOUS WEAR COURSE
TACK COAT
2" BITUMINOUS BINDER COURSE
8" AGGREGATE BASE COURSE
12" SUBGRADE PREPARATION
C2.13
10
6"
6"
12"
12"
12'-0" TAPER
B-612 CURB TERMINATOR
SLOPE TOP OF CURB DOWN TO GUTTER
5
C2.13
1
C2.13
LAKE VALENTINE ROAD
BITUMINOUS PAVEMENT13"1.5" 2331 TYPE 41A BITUMINOUS WEAR COURSE
TACK COAT
2" 2331 TYPE 31B BITUMINOUS BASE COURSE
8" CLASS 5A AGGREGATE BASE
12" SUBGRADE PREPARATION
1.5" 2331 TYPE 41b BITUMINOUS BINDER COURSE
12" SAND SUBBASE
TACK COAT
12
C2.13
B-618 CURB AND GUTTER
NOTE: DIRECTION OF TRANSVERSE GUTTER SLOPE TO MATCH
DIRECTION OF ADJACENT PAVEMENT SLOPE.
12"6"7 12"1'-1 12"6"
18"
1
2 AGGREGATE BASE TO
BE PLACED BY PAVING
CONTRACTOR (4" MIN.)
FACE OF CURB
1:3 BATTER
3" RADIUS
12" RADIUS
SLOPE 34" PER FOOT TOWARDS
PAVEMENT ON HIGH SIDE OF
LOT/DRIVE (TIP OUT) - SLOPE 34"
PER FOOT TOWARDS BACK OF
CURB FACE ON LOW SIDE OF
LOT/DRIVE (TIP BACK)
12" RADIUS
C2.13
3
TRAFFIC SIGN AND POST
WITH BOLLARD2"7'-0" - VERIFYWITH LOCAL CODE3'-0"1'-6"
POST TOP
REFER TO PLAN
FOR MESSAGE
METAL SIGN
5" O.D. STEEL PIPE WITH TWO COATS
SIGN ENAMEL (COLOR TO BE
APPROVED BY OWNER). FILL
ANNULAR SPACE WITH GROUT.
3 1/2" FLANGED CHANNEL
SIGN POST PER Mn/DOT 3401
10° SLOPE
CONCRETE
(MN/DOT 3A32
OR EQUAL)3'-6"1'-0"C2.13
15
TRAFFIC SIGN AND POST
WITH BREAKAWAY SIGN BASE2"7'-0" - VERIFYWITH LOCAL CODEPOST TOP
REFER TO PLAN
FOR MESSAGE
METAL SIGN
2" x 2" 12 GAUGE SQUARE
POST PER Mn/DOT 3402
BREAKAWAY SIGN BASE BOLTED TO CONCRETE
SURFACE - REFER TO SPECIFICATIONS
C2.13
16
TRAFFIC SIGN AND POST IN
GRASS2"7'-0" - VERIFYWITH LOCAL CODE2'-6"POST TOP
REFER TO PLAN
FOR MESSAGE
METAL SIGN
3 1/2" FLANGED CHANNEL
SIGN POST PER Mn/DOT 3401
C2.13
17
CHAIN LINK FENCEREFER TO PLAN FOR HEIGHTNOTES:
1. END, CORNER, AND PULL POSTS SHALL BE 4".
LINE POSTS SHALL BE 2 1/2".
2. ALL FENCING SHALL RECEIVE 2" x 2" #9
GAUGE FABRIC UNLESS NOTED OTHERWISE.
3. LINE POSTS MAY BE AIR DRIVEN.
4. POST SPACING SHALL NOT EXCEED 10' O.C.
5. BOTTOM RAIL SHALL BE PLACED NO MORE
THAN 2" ABOVE FINISH GRADE.6"1 5/8" TOP RAIL
CHAIN LINK FENCE
1 5/8" BOTTOM RAIL
FINISH GRADE
CONCRETE MAINTENANCE STRIP
(UNLESS OTHERWISE NOTED)
CONCRETE FOOTING 12" x 48"
FOR END, CORNER, AND
PULL POSTS
18
C2.13
20
C2.13
CONCRETE MAINTENANCE
STRIP
1'-3"4"3"2"PLAN
SECTION
1/2" RADIUS
(TYPICAL)
FINISH GRADE AT MAINTENANCE STRIP
SHALL BE 1" ABOVE SOD AND FLUSH WITH
CONCRETE WALK WHERE APPLICABLE.
(2) #4 REBAR
1" DEPTH TOOLED CONSTRUCTION JOINT
TOPSOIL 1" BELOW CONCRETE
COMPACTED SUBGRADE
TOOLED CONSTRUCTION JOINT SHALL BE CUT
TO 1"DEPTH AND SHALL OCCUR AT EACH POST
AND AT MIDPOINT BETWEEN POSTS
POST
(2) #4 REBAR
20
C2.13
6
C2.13
ACCESSIBLE PARKING SIGN
POST WITH BREAKAWAY BASE2"60"-66" TO BOTTOM OF SIGN12"18"SIGN: WHITE LEGEND AND
BORDER ON BLUE
BACKGROUND FULLY
REFLECTORIZED
POST TOP
METAL SIGN ACCORDING
TO MN STATE STATUTE
169.346
2" X 2" 12 GAUGE SQUARE
POST PER Mn/DOT 3402
PROVIDE "VAN-ACCESSIBLE"
LABELING (MNMUTCD R7-8b)
PROVIDE AT ONE STALL
NOTE:
SIGN SHALL BE PLACED NOT MORE THAN 96" FROM FACE
OR EDGE OF PAVEMENT AT THE ACCESSIBLE STALL.
BREAKAWAY SIGN BASE BOLTED TO CONCRETE
SURFACE - REFER TO SPECIFICATIONS
C2.13
14
DECORATIVE METAL FENCE
112" x 1 716" RIBBED CHANNEL RAIL
PICKET #1WM46
3" TYPICAL512"7'-8"4'-0"FINISH GRADE4'-0"19
C2.13
C2.13
20
8
C2.13
DRIVEWAY APRON
CITY STANDARD PLATE 2002
CONCRETE STAIRS AT
RETAINING WALL
EXPANSION JOINT
HANDRAIL CENTERED
ON 6" CURB
STAIR NOSING
REFER TO SPECS
EXPANSION JOINT
TURF
ALL HANDRAIL PIPE SHALL
BE 1-1/2" O.D. STD. PIPE
WELD AND GRIND SMOOTH JOINTS
STAIR NOSING (TYPICAL) REFER TO SPECS
TREAD REINFORCEMENT #3
REBAR @ 16" O.C.
SLOPE DOWN @ 1/4" PER TREAD
COARSE BROOM FINISH
#4 REBAR @ 3"
FROM BOTTOM AND
EDGE OF FOOTING
#4 REBAR @ 16" O.C.
PREPARED SUBGRADE
8" SAND BASE
#4 CONTINUOUS
REBAR (TYPICAL)
EACH WAY
CAST SLEEVE TO
RECIEVE HANDRAIL
#4 REBAR (TYPICAL)
EXPANSION JOINT
CONTINUOUS NOSING BAR 2'-0"
16"534"6"
2'-0"
1'-0"
34" STAIR
SETBACK
2'-0"
SECTION A-A 1'-4"1'-6"1'-0"
TURF
TURF
6" CURB FLUSHWITH TOP OF STEPS6" CURB FLUSHWITH TOP OF STEPSPLAN VIEW
AA
21
C2.13
C2.13
6
C2.13
6
C2.11
24
C2.11
24
CONCRETE VALLEY GUTTER5 12"7"2'-0"
1'-0"
CONCRETE VALLEY
GUTTER
MIN. 6" AGGREGATE BASE
COURSE TO BE PLACED
BY PAVING CONTRACTOR
22
C2.13
12
C2.13
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C2.13
NOT TO SCALE
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
DETAILSSITE
Addendum #2 02/22/2019 1
HEAVY DUTY PAVEMENT14"2"
2"
PAVEMENT EDGE AS
SHOWN ON PLAN
TYPICAL EDGE TREATMENT
WITHOUT CURB AND GUTTER
1.5" BITUMINOUS WEAR COURSE
TACK COAT
2.5" BITUMINOUS BINDER COURSE
10" AGGREGATE BASE COURSE
12" SUBGRADE PREPARATION
C2.13
11
TYPICAL SECTION THROUGH
MEDIAN
EXPANSION JOINT
5'-0"12
C2.13
7
C2.13
2
C2.13
C2.13
23
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C2.14
NOT TO SCALE
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
DETAILSSITE
Addendum #2 02/22/2019 1
1
C2.14
MnDOT PEDESTRIAN CURB RAMP 1
STANDARD PLAN 5-297.250
2
C2.14
MnDOT PEDESTRIAN CURB RAMP 2
STANDARD PLAN 5-297.250
3
C2.14
MnDOT PEDESTRIAN CURB RAMP 3
STANDARD PLAN 5-297.250
4
C2.14
MnDOT PEDESTRIAN CURB RAMP 4
STANDARD PLAN 5-297.250
9
1
1
911 911
9129
1
2
913
9
1
3
914
9
1
4
9149156
911
9
1
2
11.8
11.2 ME
11.7 ME12.3 ME
16.6
15.4
14.1
14.7
15.8
7
8
1.9 ME
13.2
12.2 ME
12.2 ME
12.3 ME 12.8 ME
12.8 ME
12.4 ME
12.4
12.4
12.4
12.4
12.4
12.4
12.6 ME
12.6 ME
13.3 ME
13.7 ME
13.8 ME
13.7 ME
13.3 ME
14.0
13.8
13.6
13.8
14.0
13.8
14.1
13.9
14.2
14.0 ME
14.8
14.1
13.9 ME
11.7 ME
12.7 ME
13.6 ME
13.6
12.7
5.4
15.4
15.1
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
12.2
12.3
12.1
12.2 12.3
12.2
12.8
12.7 12.7
12.6
12.4
12.3
11.6
11.2
11.1
09.0 ME
09.4 ME
09.8 ME
09.1 ME
11.9 EOF
16.9 BUS PARKING
(29 BUS STALLS)
LG5
5
AN
2
QB
QB
1
IV
8
SL
5
AI
5
AM3
5
IW
7
LG
7 AT
9
LS
10
12
MB
CR
6
EJ
11
LG
8
AM3
7
SL
6 LC
6
11
RS
5
VA
6
SL
MB
10
AI
9
7
CR
AM3
3 AM3
4
8
EJ
IW
5
5
LC
7
SL
15
IV
AT
12
AM
1
FIELD MARKING PINS
INSTALL AT CORNERS OF ALL FIELDS AND
AT OUTFIELD FOUL LINES OF SOFTBALL FIELDS
PINS SHALL BE INSTALLED BY A REGISTERED
LAND SURVEYOR6"1'-6"FINISH GRADE OF FIELD
3/4" DIAM. REBAR
C2.15
4
1'-0"
MIN
1'-0"
MIN
2.5 X BALL DIA. MIN.
DECIDUOUS TREE
SET TREE WITH ROOT COLLAR AT
FINISH GRADE - ADJUST TREE AS
REQUIRED SO THAT ROOT COLLAR
STANDS LEVEL TO OR SLIGHTLY
ABOVE FINISHED GRADE
SHREDDED HARDWOOD MULCH
(4" MIN DEPTH)
PLANTING SOIL (MIN. DIMENSION
SHOWN)
SOIL SAUCER: USED PREPARED
SOIL (4" MIN.)
ROPES AT TOP OF BALL SHALL BE
CUT. REMOVE TOP 1/3 OF BURLAP.
NON-BIODEGRADABLE MATERIAL
SHALL BE TOTALLY REMOVED.
PREPARED SUBSOIL TO FORM
PEDESTAL TO PREVENT SETTLING.
C2.15
6
SHRUB
2 X BALL DIA. MIN.
9"
(MIN.)
9"
(MIN.)
4" SHREDDED HARDWOOD MULCH
EDGING (5 STAKES PER 20'
LENGTH MINIMUM) AND
WEED BARRIER
ROOT BALL OR POT
PLANTING SOIL (MIN.
DIMENSION SHOWN)
UNDISTURBED SOIL OR
COMPACTED SUBGRADE
C2.15
7
SHRUB BED EDGING6" MIN.FINISH GRADE
TOPSOIL EDGING
FINISH GRADE
LANDSCAPE ROCK
COMPACTED SUBGRADE
GEOTEXTILE WEED BARRIER -
WRAP SIDES, TYPICAL
8
C2.15
GROUNDCOVER AND
PERENNIALS6"EQUALEQUALPLAN
SECTION12"PLANTER EDGE
ALL GROUND COVER AND ANNUALS
SHALL BE PLANTED AT EQUAL
TRIANGULAR SPACING AS INDICATED
ON LANDSCAPE PLAN.
LANDSCAPE ROCK
CULTIVATE TO A 12" DEPTH
AND AMEND PER SPECIFICATIONS
TO FORM PREPARED PLANTING MIX
C2.15
9
CONIFEROUS TREE6"1'-0"
MIN
1'-0"
MIN
2.5 X BALL DIA. MIN.
SET TREE AT FINISH GRADE
SHREDDED HARDWOOD MULCH
(4" MIN. DEPTH)
PLANTING SOIL (MIN. DIMENSION
SHOWN)
SOIL SAUCER: USED PREPARED
SOIL (4" MIN.)
ROPES AT TOP OF BALL SHALL BE
CUT. REMOVE TOP 1/3 OF BURLAP.
NON-BIODEGRADABLE MATERIAL
SHALL BE TOTALLY REMOVED.
PREPARED SUBSOIL TO FORM
PEDESTAL TO PREVENT SETTLING.
5
C2.15
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C2.15
NOT TO SCALE
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
DETAILSSITE
10
C2.15
FILTRATION AREA PLANTINGS DETAILED VIEW
1" = 20'
Addendum #2 02/22/2019 1
4'-0"
"RIM" ELEVATION = 911.50
1'-0"SUMPSTORM SEWER PIPE-
REFER TO UTILITY PLANS
FOR PIPE LENGTHS
AND SLOPES
PROVIDE
FLEXIBLE JOINT -
REFER TO SPECS
12" PIPE OUT
INV. = 907.30
OUTLET CONTROL
STRUCTURE (OCS 1)
SECTION
PLAN 1-1/4"GRATE DETAIL
4' INSIDE
DIAM.
PROVIDE 6-1/2" SS
ANCHOR BOLTS
W/CLIPS
1 1/2" x3/8"
OUTER RING
1 1/2"x3/8" STEEL
BARS @4" O.C.
MAX EACH WAY
1/4"x1/4" STEEL BAR,
WELD TO
EACH MEMBER
HOT-DIPPED GALVANIZED
GRATE IN 2 SECTIONS
BASES SHALL BE 8" STANDARD
PRECAST WITH 2" LEAN GROUT,
OR POURED 8" SLAB REINFORCED
WITH 6" x 6" 10/10 MESH
PRECAST CONCRETE
SECTION
PROVIDE
FLEXIBLE JOINT -
REFER TO SPECS
4'-0"
"RIM" ELEVATION = 911.50
1'-0"SUMPPROVIDE
FLEXIBLE JOINT -
REFER TO SPECS
12" PIPE OUT
INV. = 907.30
BASES SHALL BE 8" STANDARD
PRECAST WITH 2" LEAN GROUT,
OR POURED 8" SLAB REINFORCED
WITH 6" x 6" 10/10 MESH
PRECAST CONCRETE
SECTION
PROVIDE FLEXIBLE JOINT
AT CONNECTION - REFER
TO SPECS
12" PIPE OUT
INV. = 907.30
6" DT IN
INV. = 907.50
PROVIDE FLEXIBLE
JOINT AT CONNECTION -
REFER TO SPECS
6" DT IN
INV. = 907.50
6" DT IN
INV. = 907.50
6" DT IN
INV. = 907.50
11
C2.15
PEDESTRIAN CROSSWALK
FLASHER SYSTEM
24" X 12" W16-7PR
STATIC SIGN
ALUMINUM POLE CAP
BACK TO BACK 30"
W11-2 STATIC SIGNS
BACK TO BACK
RRFB LIGHT BARS
24" X 12" W16-7PL
STATIC SIGN
RADIO ANTENNA
ALUMINUM CONTROL CABINET
(MUST BE MOUNTED SO ANTENNA
SIGNAL IS NOT OBSTRUCTED FOR
PROPER RADIO RECEPTION)
YELLOW PUSH BUTTON KIT
4-1/2" O.D. ALUMINUM
POLE PACKAGE
NOTES:
1)ALL DIMENSIONS ARE FOR REFERENCE ONLY.
2) CONTROL CABINET HEIGHT MAY VARY.
3) SNAP LOCKS ARE PROVIDED, STANDARD
34" S/S
BANDING IS RECOMMENDED.
4)J-BOLTS NOT SHOWN.
5) PROVIDE DETECTION SENSOR, FLIR TRAFIONE
195 OR APPROVED EQUAL, PER SPECIFICATIONS
C2.15
12
Addendum #3 02/26/2019 2
5'-0"
STORM SEWER PIPE-
REFER TO UTILITY PLANS
FOR PIPE LENGTHS
AND SLOPES
OUTLET CONTROL
STRUCTURE (OCS 2)
SECTION
PLAN 1-1/4"GRATE DETAIL
5' INSIDE
DIAM.
PROVIDE 6-1/2" SS
ANCHOR BOLTS
W/CLIPS
1 1/2" x3/8"
OUTER RING
1 1/2"x3/8" STEEL
BARS @4" O.C.
MAX EACH WAY
1/4"x1/4" STEEL BAR,
WELD TO
EACH MEMBER
HOT-DIPPED GALVANIZED
GRATE IN 2 SECTIONS
BASES SHALL BE 8" STANDARD
PRECAST WITH 2" LEAN GROUT,
OR POURED 8" SLAB REINFORCED
WITH 6" x 6" 10/10 MESH
PRECAST CONCRETE
SECTION
PROVIDE
FLEXIBLE JOINT -
REFER TO SPECS
5-0"
"RIM" ELEVATION = 906.60
BASES SHALL BE 8" STANDARD
PRECAST WITH 2" LEAN GROUT,
OR POURED 8" SLAB REINFORCED
WITH 6" x 6" 10/10 MESH
PRECAST CONCRETE
SECTION
PROVIDE
FLEXIBLE JOINT -
REFER TO SPECS
6" ORIFICE
INV. = 903.50
PROVIDE FLEXIBLE JOINT
AT CONNECTION - REFER
TO SPECS
15" PIPE IN
INV. = 903.50
15" PIPE OUT
INV. = 903.50
6" ORIFICE INV. = 903.50
WEIR CREST INV. = 905.20
CONCRETE BAFFLE WITH #4
REBAR 12" O.C. BOTH WAYS
DOWELED INTO SIDE WALLS
OF INSIDE OF STRUCTURE
AND BOTTOM SLAB. WEIR
WALL SHALL BE CAST IN
FIELD BY CONTRACTOR.
CONCRETE BAFFLE WITH #4
REBAR 12" O.C. BOTH WAYS
DOWELED INTO SIDE WALLS
OF INSIDE OF STRUCTURE
AND BOTTOM SLAB. WEIR
WALL SHALL BE CAST IN
FIELD BY CONTRACTOR.
WEIR CREST
INV. = 905.20
HWL = 906.63
15" PIPE IN
INV. = 903.50
WEIR CREST
INV. = 905.20
15" PIPE OUT
INV. = 903.50
PROVIDE
FLEXIBLE JOINT -
REFER TO SPECS
15" PIPE OUT
INV. = 903.50
1' SUMP
"RIM" ELEVATION = 906.60
HWL = 906.63
15" PIPE IN
INV. = 903.50
6" ORIFICE
INV. = 903.50 1' SUMP
1
C2.15
2
C2.15
NOT USED
3
C2.15
NOT USED
LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
ANDERSON - JOHNSON
ASSOCIATES,
INC.
7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
FAX (763) 544-0531 PH (763) 544-7129
DateRegistration Number
Check
Drawn
Date:
Comm
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
under the laws of the State of
Revisions
Description Date Num
Scale:
North
501 South Eighth Street
Minneapolis, MN 55404
krausanderson.com | 612 332 7281
MOUNDS VIEW
HIGH SCHOOL 2019
IMPROVEMENTS
1900 Lake Valentine Road
ARDEN HILLS, MINNESOTA 55112
4570 VICTORIA STREET N
SHOREVIEW, MINNESOTA 55126
ISD #621: MOUNDS VIEW
PUBLIC SCHOOLS
PROFESSIONAL ENGINEER
MINNESOTA
C2.16
NOT TO SCALE
DAR
MET
02/06/2019
172270
40180 02/06/2019
DAVID A. REY
DETAILSSITE
2
C2.16
MnDOT PEDESTRIAN CURB RAMP 6
STANDARD PLAN 5-297.250
1
C2.16
MnDOT PEDESTRIAN CURB RAMP 5
STANDARD PLAN 5-297.250
3
C2.16
MnDOT CONCRETE APPROACH NOSE DETAIL
STANDARD PLATE NO. 7113A
BASEML
100'-0"
T.O. MASONRY
124'-0"
BASEUL
111'-2 3/4"
4321
BRICK LEDGE
98'-8"
TYP
03.98 08.5904.0107.38 08.99
TYP
04.96
TYP
04.96
TYP
26.97
_______1
37008
TYP
3.9
08.01
BASEML
100'-0"
T.O. MASONRY
124'-0"
BASEUL
111'-2 3/4"
V.1 V.2 Y.1 Y.2 Z.1 AA.1 DD.2
BRICK LEDGE
98'-8"
04.0104.01
TYP
07.3808.99
TYP
04.96 08.54
TYP
_______1
37008
04.01
TYP TYP
CC.9V.3 BB.1Z.9
BASEML
100'-0"
BASEUL
111'-2 3/4"
T.O. MASONRY
124'-8"
BASELL
88'-5 1/2"
03.04 04.02
TYP
07.38
TYP
6'-0"
BRICK LEDGE
91'-4"
1
38003
_______
TYP
TYP8"TOP OF NEW METAL
COPING TO ALIGN
WITH EXISTING
04.0204.0204.02
T.O. PRECAST
112'-3"
B.O. PRECAST
110'-7"
6'-0" 6'-0" 6'-0" 6'-0"
BASEML
100'-0"
BASEUL
111'-2 3/4"
T.O. MASONRY
124'-8"
(1961) BASELL
89'-5 1/2"
TYP
04.0204.0203.04
NE ADDITION ENTRY
90'-8"
07.38 04.0204.0204.02 08.59
TYP SKEWED
SEE
E2/A5.102
08.51 08.92
TYP TYP
08.53
TYP
BRICK LEDGE
90'-0"
SEE
E3/A5.102
TYP
6'-0"
1
38003
_______
TYP
8"ALIGN PRECAST WITH
EXISTING, TYP
T.O. PRECAST
112'-3"
TOP OF NEW METAL
COPING TO ALIGN WITH
EXISTING
1
32004
_______
TYP
1
32003
_______
TYP
PRECAST SHAPE #1B
PRECAST SHAPE #2A
B.O. PRECAST
110'-7"8"BASEML
100'-0"
BASEUL
111'-2 3/4"
BASELL
89'-5 1/2"
AB
SEE E3/A5.102
SKEWED VIEW
BRICK LEDGE
90'-0"
TYP
T.O. UHPC
125'-4"
B.O. UHPC
108'-0"
NE ADDITION ENTRY
90'-8"
08.54
TYP
08.95
TYP
08.93
TYP
08.94
TYP
07.95 04.96
TYPTYP
07.39
XA XB
C4
A5.102
B1
A5.102
B3
A5.102
C 1
A 5 .1 0 2
E2A5.102E3A5.102F1
A5.102
F3
A5.102
F6
A5.102
E5
A5.102
C7
A5.102E1
A 5 .1 0 2
B6
A5.102
BRICK LEDGE
90'-0"
BASEML
100'-0"
BASEUL
111'-2 3/4"
T.O. MASONRY
124'-8"
03.04 04.02
TYP
NE ADDITION ENTRY
90'-8"
T.O. CANOPY
101'-2"
B.O. CANOPY
98'-8"
T.O. PRECAST
112'-3"
03.98
TYP
07.3808.88
TYP
6'-0"
1
38003
_______
TYP
_______1
37008
04.0204.0204.0207.39 07.38SEE C7/A5.102
SKEWED
B.O. PRECAST
110'-7"
08.01
07.09
PENTHOUSE
121'-8"
T.O. PENTHOUSE
139'-4"
07.06
YZAABBCCDDEE
07.38
TYP
DD.1
PENTHOUSE
121'-8"
T.O. PENTHOUSE
139'-4"
07.06
13 12 11
TYP
07.38 08.5908.01
T.O. PENTHOUSE
139'-4"
08.59
W Y Z AA BB CC DD EE
TYP
07.38 07.06
T.O. MASONRY
121'-8"
T.O. PENTHOUSE
139'-4"
07.06
131211
TYP
05.9607.38
19
04.0103.98
BRICK LEDGE
90'-0"
T.O. UHPC
125'-4"
B.O. CANOPY
98'-8"
T.O. CANOPY
101'-2"
B.O. UHPC
108'-0"
NE ADDITION ENTRY
90'-8"
07.95
TYP
26.9708.01
BASEUL
111'-2 3/4"
07.3907.39 SEE E3/A5.102
SKEWED
BRICK LEDGE
90'-0"
BASEML
100'-0"
BASEUL
111'-2 3/4"
T.O. MASONRY
124'-8"
GROUND FLOOR
91'-4"
T.O. CANOPY
101'-2"
B.O. CANOPY
98'-8"
04.02 03.04 07.38
TYP
TYP
6'-0"
1
38003
_______
TYP
T.O. PRECAST
112'-3"
04.0204.0204.02
B.O. PRECAST
110'-7"
4 3 2 1
T.O. MASONRY
124'-0"
07.3807.06
3.9
KEYED SHEET NOTESGENERAL SHEET NOTES
1. PROPOSED ROUTING OF NEW UTILITY
SECONDARY FEEDING EXISTING MSB.
ROUTE SHALL RISE ALONG EXTERIOR
WALL AND CONTINUE ON BUILDINGS ROOF
TO EXISTING 480/277V MSB. COORDINATE
ALL ROOF PENETRATIONS WITH
STRUCTURAL. ACTUAL ROUTE MAY VARY.
SEE RISER DIAGRAM FOR SIZING OF
SECONDARY.
2. PROVIDE 20A 277V BRANCH CIRCUIT FROM
EXISTING BUILDING PANELBOARD.
HOMERUN SHALL BE 1-1/4"C - 2#8 + #10G.
TO PANELBOARD. VERIFY LOCATION OF
PANELBOARD IN FIELD. UPDATE
PANELBOARD DIRECTORY WITH ALL
CHANGES.
3. UTILIZE EXISTING HANDHOLE TO FEED
NEW LIGHTING ASSEMBLIES.
4. PROVIDE 1" C - 2#10 + #10 G MINIMUM TO
ALL LIGHTING ASSEMBLIES ON CIRCUIT
SERVING FIXTURES. TYPICAL.
5. PROVIDE RACEWAY STUB-OUT TO 3'-0"
BEYOND BASE AND CAP. PROVIDE STEEL
STAKE AT END FOR FUTURE LOCATION.
6. PROVIDE HANDHOLE TO INTERCEPT
EXISTING BRANCH CIRCUITRY. EXTEND TO
NEW ASSEMBLIES. MATCH EXISTING
RACEWAY AND CONDUCTORS.
7. REUSE EXISTING AREA LIGHTING
CIRCUITRY/CONTROLS FOR NEW
LIGHTING. UPDATE PANELBOARD
SCHEDULE.
8. RECONNECT EXISTING LIGHTING
ASSEMBLIES TO NEW CIRCUIT. PROVIDE
NEW CONDUCTORS THROUGHOUT.
9. MAINTAIN CIRCUIT CONTINUITY TO
EXISTING FIXTURE.
10. PROVIDE EXTENSION OF RACEWAY TO
EXISTING AREA LIGHTING ASSUMBLIES TO
REMAIN. PROVIDE NEW CONDUCTORS
THROUGHOUT.8"CLAYST SC O U N T Y R O A D F
C O U N T Y R O A D F
L A K E V A L E N T I N E R D.WW
WWW
WWWW WW
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W
W
W(P)
W(P)W(P)W(P)W(P)W(P)W(P)WGAS
GASGAS
GAS
GAS
GAS
GAS
GAS
GASGASGAS4"PVC
DRAIN TILE
AROUND
FIELD (TYP)
4"PVC
DRAIN TILE
AROUND
FIELD (TYP)4"PVC
DRAIN TILE
AROUND
FIELD (TYP)
4"PVC
DRAIN TILE
AROUND
FIELD (TYP)
12"
RC
P
ST
S
15"PVCST S6"PVCST S12"RCP ST S12"
PV
C
ST
S
6"P
VC
ST
S
12 "
R C
P
S T
S12"RCPST S12"PEP ST S1 2 "P E P S T S
8 "P V C
S T S
1 2 "P V C S T S
12"RCPST S12"RCPST S12"RCP
ST S
12"
RC
P
ST
S 15"RCP ST S
4"
P
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T S
12"PVC
ST S
15"R
CP
INV=
904.8
15"RCPST S12"RCPST S18"RCPST S18"RCPST S12"
RC
P
ST
S
15"PVC ST S12"
RC
P
ST
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15"FE
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INV=
908.8
RD1 2 "P E P S T S
12"PVC ST S12"RCP ST SSAN S
SAN S
SAN S
SAN SSAN SSAN SUGC
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UGEUGEUGEUGE
U G E
UGE
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UGE
U G E
UGEU
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UGEU G E
UGEUGEU G EUGE
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H
E OHENEW LOCATION OF
UTILITY TRANSFORMER
174
NEW ADDITION
NEW ADDITION
EXISTING BUILDING
MOUNDSVIEW HIGH SCHOOL
1900 &1901 LAKE VALENTINE RD.
T
174
UGE
MSB-MS
1
1
174
BUS
PARKING
(29 BUS STALLS)
PROPOSED BUILDING ADDITION 'B'
PROPOSED
BUILDING ADDITION
'F'
PROPOSED BUILDING ADDITION 'G'
EAST
PARKING
(174 STALLS)
SOUTH
PARKING
(6 BUS STALLS)
ACCESSIBLE PARKING
(16 STALLS)BB3
BB3
BB3
BB3
AA4
AA4
AA4
AA4
AA4
AA3R
AA4
EX
EX
EX
EX
EX
EX
3
HH
26
26
26
26
26
26
26
3030
30
30
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
BB4
BB4
HH 56
9
EX
7
BB3
30
BB3
30
5
8
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGEUGE
UGE
UGEUGE
UGE
3
3
3
3
5
3
UGE
10
10
3
3
BB3
30
A. ALL LIGHTING AND POWER CONDUCTORS
SHALL BE INSTALLED BETWEEN 24"
(MINIMUM) AND 36" (MAXIMUM) BELOW
FINISHED GRADE.
B. ALL COMMUNICATIONS CONDUIT AND
CABLES SHALL BE INSTALLED 36" (MINIMUM)
BELOW FINISHED GRADE.
C. ALL CONDUCTORS FOR EXTERIOR
LIGHTING AND POWER CIRCUITS SHALL BE
#10 AWG MINIMUM.
D. PROVIDE PRV-40 IN GREEN SPACES AND
PVC-80 UNDER HARD SURFACES.
E. PROVIDE PULL WIRE IN ALL EMPTY
CONDUITS.
F. PROVIDE DETECTABLE UNDEGROUND TAPE
ABOVE EACH UNDERGROUND CONDUIT.
G. SET BACK CENTER OF POLE BASES 3 FEET
FROM FACE OF CURB OR SIDEWALK.
H. SEE LIGHTING PLANS FOR EXACT
LOCATIONS OF BUILDING MOUNTED
LIGHTING.
I. HANDHOLES AND PULLBOXES MAY NOT BE
INDICATED ON PLANS. PROVIDE AS
REQUIRED FOR INSTALLATION.
MOUNDS VIEW HIGH SCHOOL - ELECTRICAL SITE PLANS - LIGHTING CALCULATIONSDesigner
T.BERNSTEIN
Date
03/27/2019
Scale
SEE DRAWINGS
Drawing No.
Summary
3 of 3
Schedule
Label QTY Catalog Number Description Lamp Number
Lamps
Lumens
per Lamp LLF Wattage
AA3
RS
1 VP-S-36L-80-4K7-2-HSS-90-LR Small Viper with HSS - 90 and Type 2 Lens.
(Blocking the Left Side of the Distribution) -
Parking Lot Area Lighting
X-70-CRI 1 6505 0.85 85.3
AA4
8 VP-S-36L-80-4K7-4 Small Viper Type IV Distribution - Parking
Lot Area Lighting
X-70-CRI DATA SHOWN IS
SCALED FROM TEST
11604137.07
1 9052 0.85 81
AA5
14 VP-S-36L-80-4K7-5QM Small Viper Type V Distribution - Parking
Lot Area Lighting
X-70-CRI DATA SHOWN IS
SCALED FROM TEST
11604137.09
1 9219 0.85 81
BB3
6 VP-S-24L-55-4K7-3 Small Viper Type III Distribution - Walkway
Area Lighting
X-70-CRI DATA SHOWN IS
SCALED FROM TEST
11604137.05
1 6138 0.85 54
BB4
1 VP-S-24L-55-4K7-4 Small Viper Type IV Distribution - Walkway
Area Lighting
X-70-CRI DATA SHOWN IS
SCALED FROM TEST
11604137.07
1 6035 0.85 54
Luminaire
Locations
Label MH
AA3RS 27.50
AA5 32.75
AA5 32.75
AA5 32.75
AA5 32.75
AA5 32.75
AA5 32.75
AA5 32.75
AA4 27.50
AA4 27.50
AA4 27.50
AA4 27.50
AA4 27.50
AA4 27.50
AA4 27.50
AA4 27.50
AA5 32.75
AA5 32.75
AA5 32.75
AA5 32.75
AA5 32.75
AA5 32.75
AA5 32.75
BB3 20.75
BB3 20.75
BB4 20.75
BB3 20.75
BB3 20.75
BB3 20.75
BB3 20.75
ELECTRICAL SITE PLAN - SOUTH PARKING LOT
Scale: 1" = 30ft
MAIN
ENTRANCE
EXISTING
BUILDING
MAIN GAME
FIELD AND
TRACK
EXISTING
TENNIS
COURTS
EXISTING
BUILDING
(STORAGE)
POND
POND
STORMWATER
RETENTION
MARSH
L A K E V A L E N T IN E R O A D
P A R E N T L O O P
J
ANET COURTLOADING
DOCK
TICKETING
CONCESSIONS
EDGE OF
PROPERTY
GYMNASIUM
ADDITION
NEW TURN
LANE
CROSSWALK
WITH BUMP-OUT
LOT A
(254)
LOT B
(224)
LOT C
(23)
PARKING
SETBACK
WETLAND
2 6
50
50
31
17
PROPOSED
STORMWATER
RETENTION
RELOCATED
SOCCER FIELD
RELOCATED
LACROSSE FIELD /
FOOTBALL FIELD
EXISTING
BASEBALL
FIELD
EASEMENT FAIRVIEW AVERELOCATED
SOCCER
FIELD
NEW FIRE-
LANE
CLASSROOM
ADDITION
CLASSROOM ADDITION
PROPOSED
NEW TREE LINE
EXISTING
TRACK
EVENTS
FIRE TRUCK
TURN-AROUND
PARKING
LOT (15)
ACCESIBLE
PARKING
(13)ALTERNATE
LOADING DOCK
ACCESS
EXISTING
SIDEWALK
NEW SIDEWALK
FLASHING
PEDESTRIAN
LIGHTS
PEDESTRIAN
MEDIANS
EXISTING
SIDEWALK
RAMP
ATHLETIC/STUDENT
WALK-WAYS
ATHLETIC/STUDENT
WALK-WAYS
RE-ESTABLISH
TURF-FALL
2020
RELOCATE
FIELD SUMMER
2019
STUDENT PARKING
DURING
CONSTRUCTION
RECONFIGURE
PARKING LOTS
SUMMER 2019
PRELIMINARY SUMMER 2020 CONSTRUCTION
CONTRACTOR / STAFF PARKING DURING
CONSTRUCTION
CONSTRUCTION /
DELIVERY ENTRANCE
SITE WORK TO COMMENCE APRIL 2019
-S. LOT WILL BE CLOSED
-HIGHLIGHTED ROADS WILL BE CLOSED TO
PUBLIC / STUDENTS STARTING APRIL 2019
STAFF PARKING
DURING
CONSTRUCTION
KA TRAILER
STAGING
ATHLETIC
WALKWAYS
NEW FENCE
SOUTH ROAD /
RETAINING WALL
CONSTRUCTION:
PHASE 3
TEMP FIELD
DURING
CONSTRUCTION
WALK WAY
BARRICADES
ACCESS RAMPS
TO STAGING
TEMP HAUL ROAD
FOR FIELD
RELOCATION
MAIN ROAD CONSRTUCTION:
PHASE 2
CHANGE DOOR
SWING
SECONDARY
GYM EXIT
UPSTAIRS EXIT
CHANGE DOOR
SWING
BLOCK OFF STAGE ENTRANCE -
NO ACCESS TO PUBLIC / STUDENTS
ENTRANCE AND BUS LOT:
-FIRST LIFT SUMMER 2019
- SECOND LIFT SUMMER 2020
TEMP WALK WAY THROUGH CONSTRUCTION
- BUILD AT END OF AUGUST FOR FALL START
TECHNOLOGY WING EXIT
EXITS OFF LINE
EXIT ROUTE
TEMP FENCE
PARKING WALKWAY
ATHLETIC WALKWAY
KEY:
Wenck Associates, I nc. | 1800 Pioneer Creek Center | P.O. Box 249 | Maple Plain, MN 55359-0249
Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com
-
To: Mounds View Public School
City of Arden Hills
From: Ed Terhaar, P.E.
Date: March 19, 2019
Subject: Hazard Identification for Potential School Zone Speed Limit on Lake Valentine
Road for Mounds View High School
PURPOSE AND BACKGROUND
The School Zone Speed Limit guidance produced by the Minnesota Department of
Transportation (MnDOT) includes the identification of hazards near a school site to
determine the need for a modified speed limit. The Hazard Identification for the Mounds
view High School site is shown below.
HAZARD I DENTI FI CATI ON FOR MOUNDS VI EW HI GH SCHOOL
The nine items listed in the MnDOT School Zone Speed Limit guidance are described below.
1. Roadway geometry – Under existing conditions, Lake Valentine Road is
approximately 44 feet wide. Under the proposed plan, the pedestrian crossing
distance would be reduced through the construction of a raised median at the
pedestrian crossing locations.
2. Traffic volume – Th e Average Annual Daily Traffic (AADT) volume in 2017 on Lake
Valentine Road was 4,300 vehicles per day. Traffic volumes near the high school
peak at the start and end of the school day.
3. Pedestrian volumes – Under existing conditions, there were 49 pedestrians crossing
Lake Valentine Road from 6:30 to 7:30 a.m. and 42 crossing from 1:45 to 2:45 p.m.
Pedestrian crossing volumes peak at the start and end of the school day. Under
future conditions pedestrian volumes crossing Lake Valentine Road could increase
significantly due to additional parking located on the north side of the street.
4. Parking – Under existing conditions the 44 foot roadway width allows for temporary
parking to occur in the pedestrian crossing area. The proposed plan reduces the
through lane width, making on-street parking at the crossing locations difficult. On-
street parking will not be allowed at the pedestrian crossing locations.
5. Traffic control devices. All existing traffic control devices are operating correctly and
are not hidden by vegetation. The proposed plan includes the addition of
Rectangular Rapid Flashing Beacons (RRFB) at the pedestrian crossing locations on
Lake Valentine Road.
6. Sidewalks – Sidewalks are provided on both sides of Lake Valentine Road.
Mounds View Public Schools
City of Arden Hills
March 19, 2019
2
7. Fencing – Under existing conditions fencing is not provided at the pedestrian crossing
locations. Under the proposed plan fencing will be provided on the north and south
sides of Lake Valentine Road to direct pedestrians to the designated crossing
locations.
8. Cr ash history - Crash data obtained from MnDOT using the Minnesota Crash Mapping
Analysis Tool (MnCMAT) indicated two crashes from January 1, 2006 to December
31, 2015. Neither crash involved a pedestrian. The proposed plan is expected to
improve pedestrian safety by reducing the crossing distance and improving crosswalk
visibility.
9. Speed zones - Based on this information, it is recommended the speed limit on Lake
Valentine Road be reduced from the posted 35 miles per hour to 25 miles per hour
during peak school times when children are present.
RECOMMENDATI ON
Based on this information, it is recommended the speed limit on Lake Valentine Road be
reduced from the posted 35 miles per hour to 25 miles per hour during peak school times
when children are present. In order to be effective, additional police enforcement will be
needed during the times when the speed limit is reduced. All signing and lighting
requirements for school zone speed limits as shown in the Minnesota Manual on Uniform
Traffic Control Devices must be implemented.
WENCK File #1563-03
March 27, 2019
Prepared by:
W ENCK Associates, I nc.
1800 Pioneer Creek Center
Maple Plain, MN 55359
Phone: 7963-479 -4200
Fax: 763-479 -4242
Prepared for:
Mounds View Public Schools
Wold Architects and Engineers
Traffic and Parking Study for
Mounds View High School
in Arden Hills, MN
March 2 019 i
Table of Contents
TABLE OF CONTENTS ..................................................................................... I
1.0 EXECUTI VE SUMMARY ...................................................................... 1-1
2.0 PURPOSE AND BACKGROU ND ........................................................... 2-1
3.0 EXI STI NG CONDI TI ONS .................................................................... 3-1
4.0 TRAFFI C VOLUMES ............................................................................ 4-1
5.0 TRAFFI C ANALYSI S ........................................................................... 5-1
6.0 PARKI NG ANALYSI S ......................................................................... 6-1
7.0 PEDESTRI AN ACCOMMODATI ONS ..................................................... 7-1
8.0 CONCLUSI ONS AND RECOMMENDATI ONS ......................................... 8-1
9.0 APPENDI X ........................................................................................ 9-1
FI GURES
FIGURE 1 SITE PLAN ................................................................................ 2-2
FIGURE 2 EXISTING CONDITIONS ............................................................. 3-2
FIGURE 3 TURN MOVEMENT VOLUMES ....................................................... 4-2
FIGURE 4 PARKING SUBAREAS ................................................................. 6-2
I hereby certify that this report was prepared by me or under
my direct supervision and that I am a duly Licensed Professional
Engineer under the laws of the State of Minnesota.
__________________________________ DATE: March 27, 2019
Edward F. Terhaar
License No. 24441
March 2 019 1-1
1.0 Executive Summary
The purpose of this Traffic and Parking Study is to evaluate the impacts of proposed building
and parking lot changes at Mounds View High School in Arden Hills, MN.
This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed
changes at the school access points on Lake Valentine Road to determine the impact to
traffic volumes at those locations.
The proposed school project includes the following items:
• Addition of an activities center to the main building
• Two small classroom additions
• Removal of the First Student bus facility on the north side of Lake Valentine Road
• Up to 200 additional students and 8 staff members
• Changing the current bus loop to a parent drop-off/pick-up loop
• Moving bus drop-off/pick-up activities to the west portion of the existing main
parking lot
• Expansion of the parking area on the north side of Lake Valentine Road with an
overall increase of 6 on -site parking spaces
• Removal of one north side access (Access 4) on Lake Valentine Road
• Construction of a center median on Lake Valentine Road between Access 3 and
Access 6
In addition to the proposed site changes, the school day start and end times chang ed
starting in the fall of 2018. The start time changed from 7:25 a.m. to 8:35 a.m. and the
end time changed from 2:05 p.m. to 3:15 p.m.
The conclusions drawn from the information and analyses presented in this report are as
follows:
• Under existing conditions, the school has four access points on the south side of Lake
Valentine Road. The eastern two access points serve the main parking lot. The third
access point from the east serves the short-term parking area, parent drop-off/pick-
up activities, and the parking area behind the school. The western access serves the
bus loop, parent drop-off/pick-up activities, and a small parking area on the west
side of the building. All access points accommodate two-way traffic. All buses load
and unload in the bus loop.
• The proposed school project includes the following items:
o Addition of an activities center to the main building
o Two small classroom additions
o Removal of the First Student bus facility on the north side of Lake Valentine
Road
o Up to 200 additional students and 8 staff members
o Changing the current bus loop to a parent drop-off/pick-up loop
o Moving bus drop-off/pick-up activities to the west portion of the existing main
parking lot
o Expansion of the parking area on the north side of Lake Valentine Road with
an overall increase of 6 parking on-site parking spaces
o Removal of one north side access (Access 4) on Lake Valentine Road
March 2 019 1-2
o Construction of a center median on Lake Valentine Road between Access 3
and Access 6
• The three-lane configuration on Lake Valentine Road is advantageous at the high
school location because it adequately accommodates multiple access points and left
turning traffic. The project includes the construction of a center median on Lake
Valentine Road between Access 3 and Access 6, which allows for left turn lanes at
th ose locations. The median also converts Access 5 to right in/right out operation .
This layout adequately accommodates left turns from Lake Valentine Road while
limiting impacts at Access 5. As a result, all access intersections operate at
acceptable levels of service under all scenarios. No additional improvements are
needed at any of the intersections to accommodate the proposed project.
• From a traffic operations perspective, the number of access points provided on Lake
Valentine Road is adequate to accommodate the parking areas and the drop-off/pick-
up areas.
• The future parking supply will adequately accommodate the expected parking
demand.
• Based on the location of the main entrance to the building, the number and locations
of pedestrian crossings shown are expected to be adequate.
• We recommend installing Rectangular Rapid Flashing Beacons (RRFB) at both of the
pedestrian crossing locations on Lake Valentine Road.
• Operate the beacons with proximity sensors and push buttons at a ll times of the day.
• If the City chooses to establish a school zone on Lake Valentine Road, we
recommend reducing the speed limit to 25 miles per hour during peak school times
when children are present. We also recommend supplementing the school speed
zone signing with a flashing beacon to make the speed limit change clear to
motorists.
March 2 019 2-1
2.0 Purpose and Background
The purpose of this Traffic and Parking Study is to evaluate the impacts of proposed building
and parking lot changes at Mounds View High School in Arden Hills, MN.
This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed
changes at the school access point s on Lake Valentine Road to determine the impact to
traffic volumes at those locations.
Proposed Site Changes
The proposed school project includes the following items:
• Addition of an activities center to the main building
• Two small classroom additions
• Removal of the First Student bus facility on the north side of Lake Valentine Road
• Up to 2 00 additional students and 8 staff members
• Changing the current bus loop to a parent drop-off/pick-up loop
• Moving bus drop-off/pick-up activities to the west portion of the existing main
parking lot
• Expansion of the parking area on the north side of Lake Valentine Road with a n
overall increase of 6 on -site parking spaces.
• Removal of one north side access (Access 4) on Lake Valentine Road.
• Construction of a center median on Lake Valentine Road between Access 3 and
Access 6.
In addition to the proposed site changes, the school day start and end times changed
starting in the fall of 2018. The start time changed from 7:25 a.m. to 8:35 a.m. and the
end time changed from 2:05 p.m. to 3:15 p.m.
The proposed site plan is i n Figure 1.
March 2 019 2-2
March 2 019 3-1
3.0 Existing Conditions
Lake Valentine Road in this area is a three-lane roa dway with one through lane in each
direction and a center two-way left turn lane. All access points are controlled with stop
signs on the minor approaches.
School Access Points
Under existing conditions, the school has four access points on the south side of Lake
Valentine Road. The eastern two access points serve the main parking l ot . The third access
point from the east serves the short-term parking area, parent drop-off/pick-up activities,
and the parking area behind the school. The western access serves the bus loop, parent
drop-off/pick-up activities, and a small parking area on the west side of the building . All
access points accommodate two-way traffic. All buses load and unload in the bus loop.
First Student Bu s Facility Access Points
The First Student bus facility and surrounding parking lot have three access points on the
north side of Lake Valentine Road. The eastern two are primarily used for parking and bus
activities. The western access is used primarily for access to the parking are a.
The access points are numbered 1 through 6 for identification purposes. Existing
conditions, including the access identification numbers, are shown in Figure 2 .
Existing School Traffic Operations
D uring the morning observation period, the first bus arrived at 6:49 a.m. and the last bus
left the site at 7:20 a.m. The majority of parent drop-off activity occurred between 6:15
a.m. and 7:30 a.m. All access points operated with minimal congestion during the a.m.
period. Activity at all access points significantly diminished after 7:30 a.m.
During the afternoon observation period, the buses left the site at 2:10 p.m. A bus
company employee stopped traffic on Lake Valentine Road to allow the busses free flow
access to the roadway. The majority of parent pick-up activities occurred between 2:05
p.m. and 2:30 p.m. Some vehicles were parked on the south curb of Lake Valentine Road
for pick-up activities. At 2:05 p.m., students crossed Lake Valentine Road to access the
parking area on the north side of the road. Minor congestion occurred on Lake Valentine
Road at the time of school dismissal due to the pick-up and student crossing activities. The
majority of traffic activity was complete by 2:20 p.m.
Traffic Volume Data
D ata at all access points on La ke Valentine Lake Road was recorded on May 9 and 10 , 201 8.
Traffic data was collected before, during, and after normal school day hours.
March 2 019 3-2
March 2 019 4-1
4.0 Traffic Volumes
The existing traffic volumes recorded at each access point on Lake Valentine Road were
adjusted to account for impacts of the proposed project. The following assumptions were
used to adjust the volumes:
• Removal of the First Student bus facility on the north side of Lake Valentine Road.
• Changed the current bus loop to a parent drop-off/pick-up lo op .
• Moved the bus drop-off/pick-up activities to the west portion of the existing main
parking lot.
• Expansion of the parking area on the north side of Lake Valentine Road with an
overall increase of 6 parking on-site parking spaces.
• Removal of one north side access (Access 4) on Lake Valentine Road.
• Construction of a center median on Lake Valentine Road between Access 3 and
Access 6.
• Trips generated by the additional 2 00 students and 8 staff members were estimated
using the existing traffic count data.
• The a.m. and p.m. peak hours were modified to account for the new school day start
and end time.
Under existing conditions, the a.m. peak hour is 6:30-7:30 a.m. and the p.m. peak hour is
1:45-2:45 p.m. Under future conditions with the new school day start and end times, the
a.m. peak hour changes to 7:45-8:45 a.m. and the p.m. peak hour changes to 2:45-3:45
p.m.
The resultant a.m. and p.m. peak hour traffic volumes are shown in Figure 3 .
March 2 019 4-2
March 2 019 5-1
5.0 Traffic Analysis
Intersection Level of Service Analysis
Traffic analyses were completed for the access intersections for all scenarios described
earlier during the weekday a.m. and p.m. peak hours using Synchro software. Initial
analysis was completed using existing geometrics and intersection control.
Capacity analysis results are presented in terms of level of service (LOS), which is defined in
terms of traffic delay at the intersection. LOS ranges from A to F. LOS A represents the
best intersection operation, with little delay for each vehicle using the intersection. LOS F
represents the worst intersection operation with excessive delay. The following is a detailed
description of the conditions described by each LOS designation:
• Level of service A corresponds to a free flow condition with motorists virtuall y
unaffected by the intersection control mechanism. For a signalized or an
unsignalized intersection, the average delay per vehicle would be approximately 10
seconds or less.
• Level of service B represents stable flow with a high degree of freedom, but with
some influence from the intersection control device and the traffic volumes. For a
signalized intersection, the average delay ranges from 10 to 20 seconds. An
unsignalized intersection would have delays ranging from 10 to 15 seconds for this
level.
• Level of service C depicts a restricted flow which remains stable, but with significant
influence from the intersection control device and the traffic volumes. The general
level of comfort and convenience changes noticeably at this level. The delay ranges
from 20 to 35 seconds for a signalized intersection and from 15 to 25 seconds for an
unsignalized intersection at this level.
• Level of service D corresponds to high-density flow in which speed and freedom are
significantly restricted. Though traffic flow remains stable, reductions in comfort and
convenience are experienced. The control delay for this level is 35 to 55 seconds for
a signalized intersection and 25 to 35 seconds for an unsignalized intersection.
• Level of service E represents unstable flow of traffic at or near the capacity of the
intersection with poor levels of comfort and convenience. The delay ranges from 55
to 80 seconds for a signalized intersection and from 35 to 50 seconds for an
unsignalized intersection at this level.
• Level of service F represents forced flow in which the volume of traffic approaching
the intersection exceeds the volume that can be served. Characteristics often
experienced include long queues, stop-and-go waves, poor travel times, low comfort
and convenience, and increased accident exposure. Delays over 80 seconds for a
signalized intersection and over 50 seconds for an unsignalized intersection
correspond to this level of service.
March 2 019 5-2
The LOS results for the study intersections are desc ribed below.
Lake Valentine Road/Access 1
D uring the 2018 existing 6:30-7:30 a.m. peak hour, all movements operate at LOS C or
better. The overall intersection operates at LOS A. For post-construction conditions, the
a.m. peak hour changes to 7:45-8:45 a.m. Under 2020 post-construction conditions during
the 7:45-8:45 a.m. peak hour, all movements operate at LOS D or better. The overall
intersection operates at LOS A.
During the 2018 existing 1:45-2:45 p.m. peak hour, all movements operate at LOS B or
better. The overall intersection operates at LOS A. For post-construction conditions, the
p.m. peak hour changes to 2:45-3:45 p.m. Under 2020 post-construction conditions during
the 2:45-3:45 p.m. peak hour, all movements operate at LOS B or better. The overall
intersection operates at LOS A.
All movements and the overall intersection operate at acceptable levels of service under all
scenarios. No improvements are needed at this intersection to accommodate the proposed
project.
Lake Valentine Road/Access 2
D uring the 2018 existing 6:30-7:30 a.m. peak hour, all movements operate at LOS D or
better. The overall intersection operates at LOS A. For post-construction conditions, the
a.m. peak hour changes to 7:45-8:45 a.m. Under 2020 post-construction conditions during
the 7:45-8:45 a.m. peak hour, all movements operate at LOS E or better. The overall
intersection operates at LOS A.
During the 2018 existing 1:45-2:45 p.m. peak hour, all movements operate at LOS B or
better. The overall intersection operates at LOS A. For post-construction conditions, the
p.m. peak hour changes to 2:45-3:45 p.m. Under 2020 post-construction conditions during
the 2:45-3:45 p.m. peak hour, all movements operate at LOS C or better. The overall
intersection operates at LOS A.
All movements and the overall intersection operate at acceptable levels of service under all
scenarios. No improvements are needed at this intersection to accommodate the proposed
project.
Lake Valentine Road/Access 3
D uring the 2018 existing 6:30-7:30 a.m. peak hour, all movements operate at LOS E or
better. The overall intersection operates at LOS A. For post-construction conditions, the
a.m. peak hour changes to 7:45-8:45 a.m. Under 2020 post-construction conditions during
the 7:45-8:45 a.m. peak hour, all movements operate at LOS E or better. The overall
intersection operates at LOS A.
During the 2018 existing 1:45-2:45 p.m. peak hour, all movements operate at LOS B or
better. The overall intersection operates at LOS A. For post-construction conditions, the
p.m. peak hour changes to 2:45-3:45 p.m. Under 2020 post-construction conditions during
the 2:45-3:45 p.m. peak hour, all movements operate at LOS C or better. The overall
intersection operates at LOS A.
March 2 019 5-3
All movements and the overall intersection operate a t acceptable levels of service under all
scenarios. No improvements are needed at this intersection to accommodate the proposed
project.
Lake Valentine Road/Access 4
D uring the 2018 existing 6:30-7:30 a.m. peak hour, all movements operate at LOS B o r
better. The overall intersection operates at LOS A. This access is removed under the post-
construction conditions.
During the 2018 existing 1:45-2:45 p.m. peak hour, all movements operate at LOS B or
better. The overall intersection operates at LOS A. This access is removed under the post-
construction conditions.
All movements and the overall intersection operate at acceptable levels of service under all
scenarios. No improvements are needed at this intersection to accommodate the proposed
project.
Lake Valentine Road/Access 5
D uring the 2018 existing 6:30-7:30 a.m. peak hour, all movements operate at LOS B or
better. The overall intersection operates at LOS A. For post-construction conditions, this
access is converted to a right in/right one access and the a.m. peak hour changes to 7:45-
8:45 a.m. Under 2020 post-construction conditions during the 7:45-8:45 a.m. peak hour,
all movements operate at LOS B or better. The overall intersection operates at LOS A.
During the 2018 existing 1:45-2:45 p.m. peak hour, all movements operate at LOS B or
better. The overall intersection operates at LOS A. For post-construction conditions, this
access is converted to a right in/right out access and the p.m. peak hour changes to 2:45-
3:45 p.m. Under 2020 po st -construction conditions during the 2:45-3:45 p.m. peak hour,
all movements operate at LOS B or better. The overall intersection operates at LOS A.
All movements and the overall intersection operate at acceptable levels of service under all
scenarios. No improvements are needed at this intersection to accommodate the proposed
project.
Lake Valentine Road/Access 6
D uring the 2018 existing 6:30-7:30 a.m. peak hour, all movements operate at LOS D or
better. The overall intersection operates at LOS A. For post-construction conditions, the
a.m. peak hour changes to 7:45-8:45 a.m. Under 2020 post-construction conditions during
the 7:45-8:45 a.m. peak hour, all movements operate at LOS E or better. The overall
intersection operates at LOS B.
During the 2018 existing 1:45-2:45 p.m. peak hour, all movements operate at LOS B or
better. The overall intersection operates at LOS A. For post-construction conditions, the
p.m. peak hour changes to 2:45-3:45 p.m. Under 2020 post-construction conditions during
the 2:45-3:45 p.m. peak hour, all movements operate at LOS C or better. The overall
intersection operates at LOS A.
All movements and the overall intersection operate at acceptable levels of service under all
scenarios. No improvements are needed at this intersection to accommodate the proposed
project.
March 2 019 5-4
Overall Traffic Impacts
As described earlier, this portion of Lake Valentine Road is a three-lane roadway, with one
through lane in each direction and a center two-way left turn lane. This configuration is
advantageous at the high school location because it adequately accommodates multiple
access points and left turning traffic.
The project includes the construction of a center median on Lake Valentine Road between
Access 3 and Access 6. The inclusion of the median allows for left turn lanes at Access 3
and Access 6 while converting Access 5 to right in/right out operation. This layout
adequately accommodates left turns from Lake Valentine Road while limiting impacts a t
Access 5. As a result, all access intersections operate at acceptable levels of service under
all scenarios. No additional improvements are needed at any of the intersections to
accommodate the proposed project.
From a traffic operations perspective, the number of access points provided on Lake
Valentine Road is adequate to accommodate the parking areas and the drop-off/pick-up
areas.
March 2 019 6-1
6.0 Parking Analysis
Existing Conditions
To determine the existing parking conditions at the high school, parking data was collected
for the entire site, which was divided into the sub-areas shown in Figure 4 . Parking usage
data was collected on multiple days in May to account for attendance variations. The
number of parking spaces used by students and staff is shown in Table 6-1.
Table 6-1
Existing W eekday Student and Staff Parking Usage
Date and Time
Area 1
( 424
available)
Area 2
( 20
available)
Area 3
( 66
available)
Area 4
( 181
available)
Area 5
( 8
available)
Total On-Site
( 699
available)
5/9 /18 – 10 :00 a.m. 366 9 66 43 7 491
5/10 /18 – 11:15 a.m. 336 8 66 43 6 459
5/1 5 /18 – 9:45 a.m. 330 8 66 43 6 453
5/1 6 /18 – 11:00 a.m. 368 8 64 43 6 489
5/17/18 – 10:20 a.m. 349 14 66 43 7 479
5/22/18 – 10:30 a.m. 411 15 66 43 6 541
5/23/18 – 9:50 a.m. 399 16 66 43 7 531
5/24/18 – 9:45 a.m. 387 20 66 43 7 5 2 3
As shown, the peak usage occurred on May 22 nd with 541 spaces used (77.4% of the total
spaces) and 158 spaces unused.
Future Conditions
The project will increase the total number of on-site parking spaces from 699 to 7 05 . The
overall student and staff population of the campus is expected to increase by 11 percent,
resulting in a 11 percent increase in the site trip generation and parking demand. A 11%
increase in the peak parking demand would result in a peak demand 601 spaces, which is
104 spaces less than the future supply.
Based on this analysis, the future parking supply will adequately accommodate the expected
parking demand. The proposed expansion of the parking supply on the north side of Lake
Valentine Road and the reduction in supply to the main parking lot will result in additional
students parking on the north side.
March 2 019 6-2
March 2 019 7-1
7.0 Pedestrian Accommodations
Existing Conditions
Under existing conditions, the majority of students and staff park in the east lot located on
the south side of Lake Valentine Road. The location of this lot does not require students or
staff to cross Lake Valentine Road. A smaller number of students and staff park in the lot
located on the north side of Lake Valentine Road. These students and staff cross Lake
Valentine Road at random locations between Access 4 and Access 5. The number of
pedestrians crossing at this location under existing conditions is shown below.
• 630 -730a.m. – 49 pedestrians
• 145 -245 p.m. – 42 pedestrians
Future Conditions
The current site plan shows additional parking on the north side of Lake Valentine Road,
with potential ly over 500 spaces available for students and staff. This additional parking will
result in increased pedestrian volumes crossing Lake Valentine Road. Assuming a vehicle
occupancy of 1.5 people per vehicle, the pedestrian volume crossing Lake Valentine Road is
750 pedestrians.
The site plan shows two pedestrian crossing locations on Lake Valentine Road. Both
crossing locations include a raised median for pedestrian refuge and flashing pedestrian
lights. Each crossing is connected to the parking area on the north by sidewalks directing
pedestrians to the crossing locations. Based on the location of the main entrance to the
building, the number and locations of pedestrian crossings shown are expected to be
adequate.
The plan also shows a sidewalk on the north side of Lake Valentine Road extending east to
Janet Court. This sidewalk will match the existing trail on the south side of the road.
The following recommendations are made for the proposed pedestrian accommodations:
• Install Rectangular Rapid Flashing Beacons (RRFB) at both of the pedestrian crossing
locations on Lake Valentine Road.
• Operate the beacons with proximity sensors and push buttons at a ll times of the day.
In addition, each road authority may establish school zone speed limits on roads under their
jurisdiction. If the City chooses to establish a school zone on Lake Valentine Road, we
recommend reducing the speed limit from the posted 35 miles per hour to 25 miles per hour
during peak school times when children are present. We also recommend supplementing
th e school speed zone signing with a flashing beacon to make the speed limit change clear
to motorists. In order to be effective, additional police enforcement will be needed during
the times when the speed limit is reduced. Detailed information on the signing and lighting
requirements for school zone speed limits is shown in the Minnesota Manual on Uniform
Traffic Control Devices. Additional information on the Hazard Identification is provided in
the Appendix.
March 2 019 8-1
8.0 Conclusions and
Recommendations
The conclusions drawn from the information and analy ses presented in this report are as
follows:
• Under existing conditions, the school has four access points on the south side of Lake
Valentine Road. The eastern two access points serve the main parking lot. The third
access point from the east serves the short-term parking area, parent drop-off/pick-
up activities, and the parking area behind the school. The western access serves the
bus loop, parent drop-off/pick-up activities, and a small parking area on the west
side of the building. All access points accommodate two-way traffic. All buses load
and unload in the bus loop.
• The propose d school project includes the following items:
o Addition of an activities center to the main building
o Two small classroom additions
o Removal of the First Student bus facility on the north side of Lake Valentine
Road
o Up to 200 additional students and 8 staff members
o Changing the current bus loop to a parent drop-off/pick-up loop
o Moving bus drop-off/pick-up activities to the west portion of the existing main
parking lot
o Expansion of the parking area on the north side of Lake Valentine Road with
an overall increase of 6 parking on-site parking spaces
o Removal of one north side access (Access 4) on Lake Valentine Road
o Construction of a center median on Lake Valentine Road between Access 3
and Access 6
• The three-lane configuration on Lake Valentine Road is advantageous at the high
school location because it adequately accommodates multiple access points and left
turning traffic. The project includes the construction of a center median on Lake
Valentine Road between Access 3 and Access 6, which allows for left turn lanes at
th ose locations. The median also converts Access 5 to right in/right out operation .
This layout adequately accommodates left turns from Lake Valentine Road while
limiting impacts at Access 5. As a result, all access intersections operate at
acceptable levels of service under all scenarios. No additional improvements are
needed at any of the intersections to accommodate the proposed project.
• From a traffic operations perspective, the number of access points provided on Lake
Valentine Road is adequate to accommodate the parking areas and the drop-off/pick-
up areas.
• The future parking supply will adequately accommodate the expected parking
demand.
• Based on the location of the main entrance to the building, the number and locations
of pedestrian crossings shown are expected to be adequate.
March 2 019 8-2
• We recommend installing Rectangular Rapid Flashing Beacons (RRFB) at both of the
pedestrian crossing locations on Lake Valentine Road.
• Operate the beacons with proximity sensors and push buttons at a ll ti mes of the day.
• If the City chooses to establish a school zone on Lake Valentine Road, we
recommend reducing the speed limit to 25 miles per hour during peak school times
when children are present. We also recommend supplementing the school speed
zone signing with a flashing beacon to make the speed limit change clear to
motorists.
March 2 019 9-1
9.0 Appendix
Wenck Associates, I nc. | 1800 Pioneer Creek Center | P.O. Box 249 | Maple Plain, MN 55359-0249
Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com
-
To: Mounds View Public School
City of Arden Hills
From: Ed Terhaar, P.E.
Date: March 19, 2019
Subject: Hazard Identification for Potential School Zone Speed Limit on Lake Valentine
Road for Mounds View High School
PURPOSE AND BACKGROUND
The School Zone Speed Limit guidance produced by the Minnesota Department of
Transportation (MnDOT) includes the identification of hazards near a school site to
determine the need for a modified speed limit. The Hazard Identification for the Mounds
view High School site is shown below.
HAZARD I DENTI FI CATI ON FOR MOUNDS VI EW HI GH SCHOOL
The nine items listed in the MnDOT School Zone Speed Limit guidance are described below.
1. Roadway geometry – Under existing conditions, Lake Valentine Road is
approximately 44 feet wide. Under the proposed plan, the pedestrian crossing
distance would be reduced through the construction of a raised median at the
pedestrian crossing locations.
2. Traffic volume – Th e Average Annual Daily Traffic (AADT) volume in 2017 on Lake
Valentine Road was 4,300 vehicles per day. Traffic volumes near the high school
peak at the start and end of the school day.
3. Pedestrian volumes – Under existing conditions, there were 49 pedestrians crossing
Lake Valentine Road from 6:30 to 7:30 a.m. and 42 crossing from 1:45 to 2:45 p.m.
Pedestrian crossing volumes peak at the start and end of the school day. Under
future conditions pedestrian volumes crossing Lake Valentine Road could increase
significantly due to additional parking located on the north side of the street.
4. Parking – Under existing conditions the 44 foot roadway width allows for temporary
parking to occur in the pedestrian crossing area. The proposed plan reduces the
through lane width, making on-street parking at the crossing locations difficult. On-
street parking will not be allowed at the pedestrian crossing locations.
5. Traffic control devices. All existing traffic control devices are operating correctly and
are not hidden by vegetation. The proposed plan includes the addition of
Rectangular Rapid Flashing Beacons (RRFB) at the pedestrian crossing locations on
Lake Valentine Road.
6. Sidewalks – Sidewalks are provided on both sides of Lake Valentine Road.
Mounds View Public Schools
City of Arden Hills
March 19, 2019
2
7. Fencing – Under existing conditions fencing is not provided at the pedestrian crossing
locations. Under the proposed plan fencing will be provided on the north and south
sides of Lake Valentine Road to direct pedestrians to the designated crossing
locations.
8. Cr ash history - Crash data obtained from MnDOT using the Minnesota Crash Mapping
Analysis Tool (MnCMAT) indicated two crashes from January 1, 2006 to December
31, 2015. Neither crash involved a pedestrian. The proposed plan is expected to
improve pedestrian safety by reducing the crossing distance and improving crosswalk
visibility.
9. Speed zones - Based on this information, it is recommended the speed limit on Lake
Valentine Road be reduced from the posted 35 miles per hour to 25 miles per hour
during peak school times when children are present.
RECOMMENDATI ON
Based on this information, it is recommended the speed limit on Lake Valentine Road be
reduced from the posted 35 miles per hour to 25 miles per hour during peak school times
when children are present. In order to be effective, additional police enforcement will be
needed during the times when the speed limit is reduced. All signing and lighting
requirements for school zone speed limits as shown in the Minnesota Manual on Uniform
Traffic Control Devices must be implemented.
_____________________________________________________________________________________________
City of Arden Hills
Planning Commission Meeting for May 8, 2019
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Requested Action
Mounds View Public Schools has submitted an application for a Master and Final Planned Unit
Development (PUD). The Applicant is requesting to construct 27,300 square feet of additional
classroom space and a 49,000 square feet gymnasium addition. The property, located at 1900 Lake
Valentine Road, is zoned R-1, Single Family Residential and is guided as Public and Institutional
on the Land Use Plan.
In addition, the Applicant is requesting to amend the 2040 Comprehensive Plan. The Applicant is
requesting to modify the future Land Use of 1901 Lake Valentine Road, the former First Student
Bus Garage from Low Density Residential to Public and Institutional in the 2040 land use plan.
This property will be used for high school student and staff parking.
The PUD is required to allow the two non-contiguous parcels to be used as a single use.
This item was originally scheduled for a public hearing on April 3, 2019. However, just prior to
the hearing, the Applicant submitted revised plans that were significantly different than the
previous plans reviewed by staff. As a result, the item was tabled to allow time for additional plan
review and a second neighborhood meeting.
MEMORANDUM
DATE: May 8, 2019 PC Agenda Item 4.A
TO: Planning Commission
FROM: Mike Mrosla, City Planner
Jane Kansier, AICP, Planning Consultant
SUBECT: Planning Case # 18-014 – Public Hearing Required
Applicant: ISD #621: Mounds View Public Schools
Property Location: 1900 and 1901 Lake Valentine Road
Request: Master and Final Planned Unit Development; Comprehensive Plan
Amendment
_____________________________________________________________________________________________
City of Arden Hills
Planning Commission Meeting for May 8, 2019
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Background
The last major addition to the high school occurred in 2000 when the track and field stadium was
reconstructed and additions were made to the main entrance, auditorium, orchestra/choir area,
storage, computer lab, staff dining area, woodshop, and classrooms.
The Applicant is proposing an addition totaling 76,300 square feet, including 49,000 square feet
for gymnasiums and 27,300 square feet for a total of seven classrooms. Interior remodels of the
existing building include 65,000 square feet. The subject property is located at 1900 Lake
Valentine Road.
The Applicant recently acquired the former First Student school bus garage located directly north
of the high school at 1901 Lake Valentine Road. The Applicant is proposing to repave and restripe
the parking lot for more efficient car parking. The existing building on the site will be used for
cold storage. A more intensive use of the building may be proposed at a later date.
Existing Conditions
1. Site Data:
2030 Land Use Plan: PI: Public & Institutional and LRR: Low Density Residential
Existing Land Use: Institutional: High School, and former site of First Transit bus garage
Zoning: R-1: Single Family Residential District
Lot Size: 65.65 Acres
Topography:
The grades on the south side of Lake Valentine Road (existing school site) vary
about 20’ from the road (low point) to the south side of the lot (high point). This
site has been graded over the years to accommodate the buildings, athletic
fields and parking lots.
The lot on the north side of Lake Valentine Road slopes towards the north, and
has a 6’ variation from the high point of the lot to the low point.
_____________________________________________________________________________________________
City of Arden Hills
Planning Commission Meeting for May 8, 2019
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2. Surrounding Area:
Direction 2030 Land Use Zoning 2040 Land Use
North
I-694 is located directly
north of the site.
North of I-694 is MB: Mixed
Business
G-B: Gateway Business District IND: Light Industrial & Office
South
LDR: Low Density
Residential and P/OS:
Parks & Open Space
R-1: Single Family Residential
District and POS: Parks and Open
Space District
LDR: Low Density Residential
and POS: Parks & Open
Space
East LDR: Low Density
Residential
R-1: Single Family Residential
District LDR: Low Density Residential
West
P/OS: Parks & Open Space
District and PI: Public &
Institutional
R-1: Single Family Residential
District and POS: Parks & Open
Space District
POS: Parks & Open Space
District and PI: Public &
Institutional
Process
1. Comprehensive Plan Amendment:
An amendment to the Comprehensive Plan requires a recommendation from the Planning
Commission following a public hearing, adoption of a resolution by the City Council, and review
and approval by the Metropolitan Council. The City has submitted its 2040 Comprehensive Plan
update to the Metropolitan Council. The Metropolitan Council will not consider any amendments
to the Comprehensive Plan until the 2040 Plan is approved.
The City can proceed with the amendment, but must wait to submit it to the Metropolitan Council
for final approval, likely later this summer. This delay does not affect the PUD process.
2. Planned Unit Development (PUD) Process:
The Planned Unit Development process is a tool that provides additional flexibility for
development that an underlying zoning district would not otherwise allow. For example, a PUD
may make exceptions to setbacks, lot coverage, parking requirements, signage, building materials,
or landscaping requirements. It is intended to overcome the limitations of zoning regulations and
improve the overall design of a project. While the PUD process allows the City to negotiate certain
aspects of the development, any conditions imposed on the PUD must have a rational basis related
to the expected impact of the development. A PUD cannot be used to permit uses that would not
otherwise be permitted in the underlying zoning district.
If a PUD is comprised of multiple lots, it is often treated as one continuous development. The
development as a whole would be expected to meet the landscaping, structure coverage, and other
similar requirements. For example, one property in the PUD may have 60 percent building
coverage, but the development as a whole may not exceed 50 percent building coverage to maintain
conformance with the underlying zoning district.
The PUD development process is comprised of multiple steps. The first step is the Master PUD,
which is a detailed concept plan for the entire development outlining the individual phases over a
period of time. The City also works with the developer during this stage to set a design framework
for the development. These standards are written into a development agreement, which generally
_____________________________________________________________________________________________
City of Arden Hills
Planning Commission Meeting for May 8, 2019
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includes the design standards, a list of conditions, and what deviations from the underlying zoning
district will be permitted. A Final PUD proposal is then submitted prior to the development of each
successive phase of the project. This plan provides a greater level of detail than the Master PUD
and must conform to the approved development agreement.
At this time, the Applicant is simultaneously applying for both the Master and Final PUD. They
hope to complete all the proposed development in a single phase. However, due to budget
constraints, it may be necessary to delay the resurfacing and striping of the north parking lot to a
later date. This phase primarily involves grading and reconstruction of the surface lot. If the
Applicant must delay this work, staff believes this phase can be reviewed as a site plan.
Plan Evaluation
1. Chapter 13, Zoning Code Review
Section 1320 – District Provisions
A. Lot Size, Building Coverage, and Landscape Coverage – Meets Requirements
The minimum lot size in the R-1 District for non-residential uses is 14,000 square feet. The
total lot area of the subject property is 65.65 acres. No more than 25 percent of the total lot
area may be covered by structures. In this case, the high school and the proposed additions
would have a total footprint of 402,830 square feet, approximately 14 percent of the total site
area.
The Zoning Code requires properties in the R-1 District to maintain a minimum landscaped lot
area of 65 percent. Landscaping is defined as all plantings, including trees, grass, and shrubs.
R-1 District
Requirements
Existing Sites
(%)
Proposed Master
PUD
Structure
Coverage
714,928 sf
25%
326,530 sf
11.41%
402,830 sf
14.08%
Landscape
Coverage
1,850,886 sf
65%
2,123,550 sf
74.26%
2,116,580 sf
74.01%
Total Area within Master PUD 65.65 acres
B. Height – Flexibility Required
The maximum height in the R-1 District is 35 feet. Most of the proposed additions are at or
below this height. There is a proposed penthouse addition, located adjacent to the gymnasium
addition, which is proposed to be 40’ in height. This requires flexibility of 5’ of the maximum
height.
C. Setbacks – Meets Requirements
The minimum R-1 setbacks and proposed setbacks are as follows:
Minimum Setback Proposed Setback
Front 40’ 60’
Side (min/total) 10’/25’ 370’/1,330’
Rear 30’ 260’
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City of Arden Hills
Planning Commission Meeting for May 8, 2019
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Section 1325 – General Regulations
A. Landscaping and Tree Preservation – Section 1325.05 Subd. 1 and 1325.055
Minimum Caliper Inches and Tree Ratio – Exceeds Requirements
The Zoning Code requires a minimum number of caliper inches of trees be provided based on
the gross square footage of the building on the property. The proposed additions have a 76,300
square foot footprint and are generally 2-stories, so the minimum caliper inches required for
the landscaping plan is 477 inches. There are currently a total of 6,675 caliper inches of trees
on the site. The planned removal is 2,842 caliper inches, and new landscaping includes 273.6
caliper inches to be planted throughout the site. This totals 1,523.6 caliper inches on the site.
Tree Preservation – Flexibility Required
The following table shows tree removal, required mitigation and proposed replacement:
Caliper
Inches
Number of
Trees
Existing Significant Caliper Inches 6675 392
Proposed Significant Tree Removal 2842 167
Allowable Removal (10%) 668 --
Mitigation Requirement (1” for each 2”) 1087 --
Proposed Tree Plantings 525 175
Difference 562 --
Based on the ordinance requirements, an additional 562 caliper inches is required. The
Applicant has the option of providing the additional trees on the site, or subject to City
approval, plant additional trees off-site or provide cash in lieu of replacement.
The landscaping plan has been updated to provide additional screening between the athletic
fields and the single family houses to the south. There are also several trees planted along the
stormwater pond on the north side of the site to provide screening to the homes along Janet
Court.
Trees along Street Frontage – Exceeds Requirements
The Zoning Ordinance requires a minimum of one tree along the right of way for every fifty
(50) feet of public street frontage. The proposed plan exceeds this requirement.
Perennials and Shrubberies – Meets Requirements
The Zoning Ordinance also requires at least ten (10) percent of the total landscaped area shall
be covered with perennials and/or shrubbery and be planted within the perimeter of private
parking, building, and driveway areas. The proposed landscaping plan exceeds this
requirement.
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City of Arden Hills
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Planting Islands – Flexibility Requested
The Zoning Ordinance requires planting islands in parking lots to visually break up expanses
of hard-surface parking areas, to provide safe and efficient traffic movement, and to define
rows of parking. Planting islands must occupy at least ten (10) percent of the parking area, and
must be edged with concrete curbs. Parking lot planting islands are also required to be a
minimum of 150 square feet in area, be of appropriate width and length, and include at least
one tree meeting the requirements of this ordinance.
The Applicant is not proposing any planting islands, and is requesting flexibility to this
provision.
Tree Selection – Meets Requirements
The proposed landscape plan includes a variety of tree species, including maples, oaks, ash
and evergreens, ranging in size from 2-3 caliper inches. This is consistent with ordinance
requirements.
B. Lighting – Section 1325.05 Subd. 3 – Meets Requirements
The plan proposes new lighting in the parking lot on the north side of Lake Valentine Road
and in the new bus parking area on the south side of Lake Valentine Road. The Applicant
submitted a photometric plan that indicates the lighting does not exceed 0.1 foot candles at the
property boundary. This is less than the permitted 0.4 foot candles.
C. Screening – Section 1325.05 Subd. 4 - Meets Requirements
Mechanical operating equipment located on the ground or roof is required to be screened from
adjacent streets. The proposed plans indicate rooftop mechanical equipment is screened by
prefinished metal panels, which are complimentary to the building façade.
D. Drainage Wetlands and Flood Plain – Section 1325.05 Subd. 2
This proposal involves significant grading on the site to accommodate the stormwater ponding,
building additions, the access road around the building, new parking lot configuration, and new
athletic field configuration.
The original proposal called for a series of underground stormwater structures; however, the
cost of these structures proved to be prohibitive. The revised drainage plans directs stormwater
runoff to a large stormwater pond located north of Lake Valentine Road, west of Janet Court,
and east of the existing bus storage building. The grading and drainage plan is under review
by the City Engineer and the Rice Creek Watershed District. Comments from those reviews
will be provided as soon as possible.
E. Requirements for Parking, Loading, and Circulation – Section 1325.06 - Meets
Requirements
The existing circle drive in front of the school’s main entrance is the current bus drop-off and
pick-up, where buses are parked side-by-side and nose-to-tail; this creates an unsafe condition
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forcing students to navigate between multiple lanes of buses. The Applicant is proposing to
use the existing circle drive as the parent drop-off and pick-up. A turn lane will also be created
at the entrance to this driveway to limit the number of vehicles stacking on Lake Valentine
Road. The western half of the existing staff and student parking lot is proposed to be modified
to become a bus-dedicated lot with diagonal bus parking (no double-parking) and enough room
for the buses to turn around without having to back-up to exit the lot. As a condition of
approval, overnight school bus parking is prohibited. The eastern half of the existing parking
lot will remain largely unchanged and will be utilized for student parking. Sidewalks will be
added to direct student between the eastern parking lot and the main building.The figure below
illustrates the changes.
The proposed addition is not anticipated to generate additional parking demand on the campus.
Rather, the addition will support existing academic programs and the already planned for student
population on the campus. However, due to the creation of the bus staging area, the Applicant is
proposing to utilize the parking area on the recently acquired 1901 Lake Valentine Road for
additional staff and student parking. The existing school is currently under parked by 105 spaces.
Under the current proposal the school would have a surplus of 88 parking stalls as shown in the
table below. The proposed parking area will be utilized by staff, students and visitors. The timing
of the improvements to the north lot is unknown at this time, due to funding limitations. As a
condition of approval of the PUD, site plan approval will be required prior to any reconstruction
of this site.
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City of Arden Hills
Planning Commission Meeting for May 8, 2019
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Existing Parking Requirements
Land Use
Number of
Students/Staff Required Stalls
Number of Stalls
Provided
Parking
Deficiency/Surplus
Secondary Schools - 1 for
each school employee plus
one space per 4 students
1800/172* 622 517 -105
Proposed Parking Requirements
Land Use
Number of
Students/Staff Required Stalls
Number of Stalls
Provided
Parking
Deficiency/Surplus
Secondary Schools - 1 for
each school employee plus
one space per 4 students
1800/172* 622 710 +88
*Estimate 1800 students +/- 25 to 50 students depending on the time of year.
The official use of the north lot for school parking requires safety improvements on Lake
Valentine Road. Lake Valentine Road is currently a two-lane road with a center turn lane
between Janet Court and the west driveway into the school. This street is designated as a
Municipal State Aid System (MSAS) route. The City is eligible to receive funding for
maintenance and construction based on the number of miles of streets classified as MSAS
roads. In order to maintain this classification, the City must meet specific design standards,
including lane width and speed, for these roads.
The City has worked extensively with the Applicant to develop a plan to safely accommodate
pedestrians and vehicles at this location. The current plan includes crosswalks at two locations
across Lake Valentine Road, including two (2) push button attenuated flashing crosswalk
signals. The crosswalk signals are similar to the signals located at Valentine Hills Elementary
School. A new median, with pedestrian safety refuges, is also included in the plan. In order to
minimize points of conflict between pedestrians and vehicles, the plan also restricts the west
driveway into the north lot to right-in/right-out turns. The median will include mountable curb
to allow emergency vehicle access. A new sidewalk is proposed from the western access of
1901 Lake Valentine Road to Janet Court. The intent of the sidewalk to reduce mid-block
pedestrian crossings at Janet Court. A four (4’) foot tall decorative fence will be added to both
sides of the street in front of the school to guide students, staff and visitors to the crosswalks.
Additional signage and other modifications may occur as the Applicant and staff are working
to finalize the pedestrian crossing design. Finally, the staff is working with the Applicant to
obtain information needed to create a school speed zone at this location. MnDOT must approve
this designation but has indicated their support.
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Planning Commission Meeting for May 8, 2019
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Early discussions about safety at this location included consideration of a traffic signal and a
pedestrian overpass. The location does not meet the warrants for a traffic signal. A pedestrian
overpass or underpass would be very costly and would likely not meet ADA requirements.
2. Design Standards – Section 1325.05 Subd. 6
Aesthetics – Meets requirements
According to the zoning ordinance, the proposed design, scale, massing, materials, height and
other aspects of the proposed construction shall be evaluated by the Planning Commission and
the Council with respect to structures and properties in the surrounding area. The Planning
Commission and the Council shall consider whether the appearance of the proposed building
is at conflict with the structures and properties in the surrounding area as to cause a substantial
depreciation in the property values in the surrounding area or to unreasonably detract from the
appearance of the area or the City as a whole.
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City of Arden Hills
Planning Commission Meeting for May 8, 2019
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The proposed additions are utilizing the same or similar materials as the existing high school, and
the overall design of the proposed addition complements the existing architectural theme found
onsite. In addition, the Applicant is proposing to use metal accent panels and large windows. The
proposed additions are similar in scale to the existing building.
3. Sign Code – Chapter 12
A. Wall Signage – Flexibility Requested
The site is located in Sign District 1. Each property is allowed wall signage measuring up to 8
square feet in area. The proposed plan is requesting flexibility with wall signage to allow a
sign depicting the school mascot. The location of the mascot sign is identified above. However,
the scale in the elevation is incorrect. The proposed sign is not illumined, and if the Applicant
determines to illuminate the sign, it shall externally illumined and shall be approved by
planning staff in writing.
Wall Sign
Sign District 1 Permitted Proposed
Type Wall Wall
Maximum Copy Area 8 sq. ft. 52.5 sq. ft.
Maximum Height None 7 feet
B. Freestanding Signage – Meets Requirements
Proposed signs on the site are auxiliary, relating to traffic movement, circulation, and parking.
The maximum sign copy area for auxiliary signs is 2 square feet.
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City of Arden Hills
Planning Commission Meeting for May 8, 2019
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4. Traffic Study
The use of the parking lot on the north side of Lake Valentine Road for student and staff parking
creates the potential for conflicts between pedestrians crossing the road and automotive vehicles.
Safety improvements are required to mitigate the potential impacts of these conflicts. The applicant
has provided an initial traffic impact study and a draft plan to address these issues. However, the
traffic report submitted to the city on March 19, 2019 by Wenck states that a school speed zone
shall be implemented. The recommend speed limit on Lake Valentine Road shall be reduced to
from the posted speed of 35 miles per hour to 25 miles per hour during peak school time. The
report also states that in order for the school speed zone to be effective, additional law enforcement
activity will be need during times when the speed limit is reduce. The enforcement shall include
assisting pedestrians crossing the road and regulating speed.
Suggested Findings of Fact
Staff offers the following findings of fact for consideration:
1. The property located at 1900 Lake Valentine Road is designed for Public and Institutional
uses on the 2040 Land Use Plan map.
2. The property located at 1901 Lake Valentine Road is designated for Low Density
Residential uses on the 2040 Land Use Plan map.
3. The properties located at 1900 and 1901 Lake Valentine Road are located in the R-1 Single
Family Residential District.
4. The R-1 district is consistent with the existing and proposed Public and Institutional
designation.
5. The Applicant has proposed a Master Planned Unit Development in order to include
noncontiguous parcels as a single use. Other components of the proposal are classroom and
gymnasium additions, reconfiguration of the bus parking lot and the staff and student
parking lots, and reconfiguration of athletic fields.
6. The Applicant has submitted a Master and Final Planned Unit Development.
7. The Master PUD is generally consistent with the requirements of the City Code.
8. Where the plan is not in conformance with the City Code, flexibility has been requested by
the Applicant and/or conditions have been placed on an approval that would mitigate the
nonconformity.
9. Flexibility through the PUD process has been requested in the following areas: planting
island coverage, tree replacement, building height, and wall signage.
10. The proposed development plan exceeds the minimum requirements of the City Code in
the following areas: lot size, building coverage, landscape coverage, setbacks, street trees,
perennials and shrubs, tree selection, lighting, screening, location and number of parking
stalls, aesthetics and freestanding signs.
11. The Master PUD is in conformance with the draft Arden Hills 2040 Comprehensive Plan,
as proposed to be amended. The properties at 1900 and 1901 Lake Valentine Road are
zoned R-1, Single Family Residential. Compatible uses such as educational campuses are
also intended for this zoning district.
12. With the applied conditions, the application is not anticipated to create a negative impact
on the immediate area or the community as a whole.
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City of Arden Hills
Planning Commission Meeting for May 8, 2019
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Recommended Conditions of Approval – Comprehensive Plan Amendment
Staff recommends approval of Planning Case 18-014 for an amendment to the 2040
Comprehensive Plan Land Use Map from the Low Density Residential designation to the Public
and Institutional designation subject to the following condition:
1. Approval of the Comprehensive Plan Amendment is subject to approval by the
Metropolitan Council.
Recommended Conditions of Approval – Planned Unit Development
Based on the submitted plans and findings of fact, staff recommends approval of Planning Case
18-014 for a Master and Final PUD at 1900 and 1901 Lake Valentine Road be subject to the
following conditions:
1. The project shall be completed in accordance with the plans submitted as amended by the
conditions of approval. Any significant changes to the plans, as determined by the City
Planner, shall require review and approval by the Planning Commission and City
Council.
2. Prior to the issuance of a Grading and Erosion Control permit, the Applicant shall enter
into a PUD Development Agreement with the City. The Development Agreement shall
outline conditions of approval, required securities and fees, and sequence of events.
3. A letter of credit equal to or 125% of the cost of the required landscaping must be
submitted to the City prior to issuance of a Grading and Erosion Control permit.
4. Prior to the issuance of a Grading and Erosion Control permit, staff shall review and
approve the final landscaping plan.
5. Prior to the issuance of a Grading and Erosion Control permit, the Applicant shall
determine if they will be adding 562 caliper inches of additional trees on the site, off-site
or provide cash in lieu of replacement.
6. A Site Plan Review application shall be required for the reconstruction of the parking lot
on PID 21302334005.
7. Any use of the existing building on the on PID 21302334005 other than cold storage will
require an amendment to the approved PUD. The existing structure shall comply with
City Code Chapter 14 and any other use of the building shall meet all actuatable codes.
8. Overnight vehicle storage is prohibited. All overnight vehicle storage shall be stored in
indoors.
9. No exterior storage shall be permitted onsite.
10. All light poles shall be a maximum of 25 feet in height, including base, and shall be
shoebox style, downward directed, with high-pressure sodium or LED lamps and flush
lens. Other than wash or architectural lighting, attached security lighting shall be shoebox
style, downward directed with flush lens. In addition, any entry lighting under canopies
shall be recessed and use a flush lens. Shields shall also be added as directed by the City.
11. All rooftop or ground mounted mechanical equipment shall be hidden from view with the
same materials used on the building in accordance with City Code requirements.
12. Prior to the issuance of a Grading and Erosion Control permit, trees or tree areas that are
to be preserved shall be visibly marked and City-approved tree protection fencing or
other methods shall be installed and maintained at the critical root zones of the trees to be
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City of Arden Hills
Planning Commission Meeting for May 8, 2019
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protected. The location of the fencing shall be in conformance with the approved tree
preservation plan and approved by staff in writing.
13. The Applicant shall be responsible for obtaining any other permits necessary from other
agencies, MPCA, Rice Creek Watershed District, etc. prior to the start of any site
activities.
14. All disturbed boulevards shall be restored with sod.
15. The Applicant shall be responsible for protecting the proposed on-site storm sewer
infrastructure and components and any existing storm sewer from exposure to any and all
stormwater runoff, sediments and debris during all construction activities. Temporary
stormwater facilities shall be installed to protect the quality aspect of the proposed and
existing stormwater facilities prior to and during construction activities. Maintenance of
any and all temporary stormwater facilities shall be the responsibility of the Applicant.
16. The Applicant shall be responsible for obtaining a land disturbance Grading and Erosion
Control permit from the City’s Engineering Division prior to the commencement of any
land disturbance activities.
17. Heavy duty silt fence and adequate erosion control around the entire construction site
shall be required and maintained by the Developer during construction to ensure that
sediment and storm water does not leave the project site.
18. Prior to the beginning of the 2019-2020 school year, the Applicant shall stripe a
minimum of 334 parking stalls in parking lot located on PID 213023340005. Parking
stalls dimensions shall be 9 feet by 18 feet.
19. Prior to the issuance of a Grading and Erosion Control permit, the School District shall
provide the City in writing how they will staff the pedestrian crossing during student
arrive and release. City staff and the Ramsey County Sheriff shall review and approve
the pedestrian crossing plan prior to August 1, 2019. If the City or the Sheriff make any
recommendation the School District shall implements said recommendations prior to
2019-2020 school year starting.
20. Prior to the issuance of a Grading and Erosion Control permit the Engineering
Department shall approve the Final grading, utility, stormwater and right of way
improvement plans.
21. The Applicant, Ramsey County Sheriff and City staff shall review traffic and pedestrian
operations annually. The Applicant shall implement improvements recommended by the
City Engineer.
22. Prior to the issuance of a land disturbance permit, all items identified in the March 5,
2019 Engineering Review Comments memo shall be addressed. All comments shall be
adopted herein by reference.
23. The proposed mascot wall sign may be externally illumined and shall be approved by
Planning staff in writing. Internal illumination is prohibited. The proposed mascot sign
shall not exceed 53 square feet. Final location of the proposed mascot wall sign shall be
approved in writing by Planning staff.
24. Findings and recommendations of the March 19, 2019 Traffic memo from Wenck shall
be implemented.
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City of Arden Hills
Planning Commission Meeting for May 8, 2019
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Proposed Motion Language
1. Recommend Approval with Conditions: Motion to recommend approval of Planning Case 18-
014 for a Comprehensive Plan Amendment and a Master and Final PUD at 1900 Lake
Valentine Road, based on the findings of fact and submitted plans, as amended by the
conditions in the May 8, 2019, Report to the Planning Commission.
2. Recommend Approval without Conditions: Motion to recommend approval of Planning Case
18-014 for a Comprehensive Plan Amendment and a Master and Final PUD at 1900 and 1901
Lake Valentine Road, based on the findings of fact and submitted plans in the May 8, 2019,
Report to the Planning Commission.
3. Recommend Denial: Motion to recommend denial of Planning Case 18-014 for a
Comprehensive Plan Amendment and a Master and Final PUD at 1900 and 1901 Lake
Valentine Road based on the following findings of fact: findings to deny should specifically
reference the reasons for denial and why those reasons cannot be mitigated.
4. Table: Motion to table Planning Case 18-014 for a Comprehensive Plan Amendment and a
Master and Final PUD at 1900 and 1901 Lake Valentine Road for the following reasons: a
specific reason and/or information request should be included with a motion to table.
Notice and Public Comments
Notice was published in the Arden Hills-Shoreview Bulletin on April 24, 2019. Notice was
prepared by the City and mailed to property owners within 500 feet of the subject property. Two
neighborhood meetings were conducted prior to the Public Hearing, the most recent on April 30,
2019. Six residents attended that neighborhood meeting. Since the last neighborhood meeting staff
hasn’t received any other letters, e-mails, or telephone calls from property owners or residents in
regard to this planning case.
Attachments
A. Application
B. Location Map
C. 11x17 Plan Sets
D. Wenck Traffic Memo – March 19, 2019
City of Arden Hills
City Council Meeting for May 23, 2019
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NEW BUSINESS – 10A
MEMORANDUM
DATE: May 13, 2019
TO: Honorable Mayor and City Councilmembers
Dave Perrault, City Administrator
FROM: Mike Mrosla, City Planner
Jane Kansier, AICP, Planning Consultant
SUBECT: Planning Case #18-014
Applicant: Mounds View Public Schools
Property Location: 1900 and 1901 Lake Valentine Road
Request: Comprehensive Plan Amendment and Master and Final Planned Unit
Development
Budgeted Amount: Actual Amount: Funding Source:
N/A N/A N/A
Requested Action
Mounds View Public Schools has submitted an application for a Master and Final Planned Unit
Development (PUD). The Applicant is requesting to construct 27,300 square feet of additional
classroom space and a 49,000 square feet gymnasium addition. The property, located at 1900
Lake Valentine Road, is zoned R-1, Single Family Residential and is guided as Public and
Institutional on the Land Use Plan.
In addition, the Applicant is requesting to amend the 2040 Comprehensive Plan. The Applicant is
requesting to modify the future Land Use designation of 1901 Lake Valentine Road, the former
First Student Bus Garage, from Low Density Residential to Public and Institutional in the 2040
land use plan. This property will be used for high school student and staff parking.
City of Arden Hills
City Council Meeting for May 23, 2019
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Recommendation:
The Planning Commission reviewed this application at their May 8, 2019 meeting. At that time
they recommended approval of Mounds View Public Schools application for a Master and Final
Planned Unit Development for Mounds View High School by a 5-0 vote.
Council shall consider:
1. Comprehensive Plan Amendment
a. Adopt a motion approving the 2040 Comprehensive Plan Amendment from Low Density
Residential designation to the Public and Institutional designation via the resolution 2019-
018. The 2040 Comprehensive Plan Amendment is subject to approval by the Metropolitan
Council
2. Master and Final Planned Unit Development
a. Adopt a motion approving the Master and Final Planned Unit Development with all
approvals subject to the following conditions:
1. The project shall be completed in accordance with the plans submitted as amended by the
conditions of approval. Any significant changes to the plans, as determined by the City
Planner, shall require review and approval by the Planning Commission and City Council.
2. Prior to the issuance of a Grading and Erosion Control permit, the Applicant shall enter
into a PUD Development Agreement with the City. The Development Agreement shall
outline conditions of approval, required securities and fees, and sequence of events.
3. A letter of credit equal to or 125% of the cost of the required landscaping must be submitted
to the City prior to issuance of a Grading and Erosion Control permit.
4. Prior to the issuance of a Grading and Erosion Control permit, staff shall review and
approve the final landscaping plan.
5. Prior to the issuance of a Grading and Erosion Control permit, the Applicant shall
determine if they will be adding 562 caliper inches of additional trees on the site, off-site
or provide cash in lieu of replacement.
6. A Site Plan Review application shall be required for the reconstruction of the parking lot
on PID 21302334005.
7. Any use of the existing building on the on PID 21302334005 other than cold storage will
require an amendment to the approved PUD. The existing structure shall comply with City
Code Chapter 14 and any other use of the building shall meet all applicable codes.
8. Overnight vehicle storage is prohibited. All overnight vehicle storage shall be stored in
indoors.
9. No exterior storage shall be permitted onsite.
10. All light poles shall be a maximum of 25 feet in height, including base, and shall be
shoebox style, downward directed, with high-pressure sodium or LED lamps and flush
lens. Other than wash or architectural lighting, attached security lighting shall be shoebox
City of Arden Hills
City Council Meeting for May 23, 2019
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Page 3 of 7
style, downward directed with flush lens. In addition, any entry lighting under canopies
shall be recessed and use a flush lens. Shields shall also be added as directed by the City.
11. All rooftop or ground mounted mechanical equipment shall be hidden from view with the
same materials used on the building in accordance with City Code requirements.
12. Prior to the issuance of a Grading and Erosion Control permit, trees or tree areas that are
to be preserved shall be visibly marked and City-approved tree protection fencing or other
methods shall be installed and maintained at the critical root zones of the trees to be
protected. The location of the fencing shall be in conformance with the approved tree
preservation plan and approved by staff in writing.
13. The Applicant shall be responsible for obtaining any other permits necessary from other
agencies, MPCA, Rice Creek Watershed District, etc. prior to the start of any site activities.
14. All disturbed boulevards shall be restored with sod.
15. The Applicant shall be responsible for protecting the proposed on-site storm sewer
infrastructure and components and any existing storm sewer from exposure to any and all
stormwater runoff, sediments and debris during all construction activities. Temporary
stormwater facilities shall be installed to protect the quality aspect of the proposed and
existing stormwater facilities prior to and during construction activities. Maintenance of
any and all temporary stormwater facilities shall be the responsibility of the Applicant.
16. The Applicant shall be responsible for obtaining a land disturbance Grading and Erosion
Control permit from the City’s Engineering Division prior to the commencement of any
land disturbance activities.
17. Heavy duty silt fence and adequate erosion control around the entire construction site shall
be required and maintained by the Developer during construction to ensure that sediment
and storm water does not leave the project site.
18. Prior to the beginning of the 2019-2020 school year, the Applicant shall stripe a minimum
of 334 parking stalls in parking lot located on PID 213023340005. Parking stalls
dimensions shall be 9 feet by 18 feet.
19. Prior to the issuance of a Grading and Erosion Control permit, the School District shall
provide the City in writing how they will staff the pedestrian crossing during student arrival
and release. City staff and the Ramsey County Sheriff shall review and approve the
pedestrian crossing plan prior to August 1, 2019. The School District shall implement any
and all recommendations made by the City and/or the Sheriff prior to the start of the 2019-
2020 school year.
20. Prior to the issuance of a Grading and Erosion Control permit the Engineering Department
shall approve the Final grading, utility, stormwater and right of way improvement plans.
21. The Applicant, Ramsey County Sheriff and City staff shall review traffic and pedestrian
operations annually. The Applicant shall implement improvements recommended by the
City Engineer.
22. Prior to the issuance of a Grading and Erosion Control Permit, all items identified in the
March 5, 2019 Engineering Review Comments memo shall be addressed. All comments
shall be adopted herein by reference.
23. The proposed mascot wall sign may be externally illumined and shall be approved by
Planning staff in writing. Internal illumination is prohibited. The proposed mascot sign
City of Arden Hills
City Council Meeting for May 23, 2019
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shall not exceed 53 square feet. Final location of the proposed mascot wall sign shall be
approved in writing by Planning staff.
24. Findings and recommendations of the March 19, 2019 Traffic memo from Wenck shall be
implemented.
25. A Planned Unit Development Agreement shall be fully executed prior to the prior to the
issuance of a Grading and Erosion Control Permit.
26. The Applicant shall be financially responsible for 100 percent of all Lake Valentine Road
street improvements. These improvements include but shall not be limited to: turn lanes
and other access improvements, trail and sidewalk improvements, pedestrian signal,
signage and striping modifications, and drainage and utility improvements. The City’s
engineering consultant will design construction plans and specifications. These charges
will be identified in the Planned Unit Development Agreement.
27. The Applicant shall preform an analysis of how many trees the parking lot and surrounding
land on PID 21302334005 can accommodate and reserve the said number of trees from
562 caliper inches required to be replaced.
28. After site grading has been completed, the Applicant shall work with the adjacent property
owners to ensure any screening concerns are addressed. Any trees planted shall count
towards the 562 caliper inches required to be replaced.
Motion Language Option
Staff has provided the following motion language options for the City Council to consider. The
recommended action by the Planning Commission is for approval with the 28 conditions in the
May 13, 2019, Report to the City Council.
1. Approve with Conditions: Motion to approve Planning Case 18-014 for a Comprehensive Plan
Amendment and a Master and Final PUD at 1900 Lake Valentine Road, based on the findings
of fact and submitted plans, as amended by the conditions in the May 13, 2019, Report to the
City Council, and authorize the Mayor and City Administrator to execute the Planned Unit
Development Agreement subject to the listed conditions. Four affirmative votes are required
to approve the PUD Master Plan.
2. Approve without Conditions: Motion to approve Planning Case 18-014 for a Comprehensive
Plan Amendment and a Master and Final PUD at 1900 and 1901 Lake Valentine Road, based
on the findings of fact and submitted plans in the May 13, 2019, Report to the Council. Four
affirmative votes are required to approve the PUD Master Plan, and authorize the Mayor and
City Administrator to execute the Planned Unit Development Agreement subject to the listed
conditions.
3. Deny: Motion to deny Planning Case 18-014 for a Comprehensive Plan Amendment and a
Master and Final PUD at 1900 and 1901 Lake Valentine Road based on the following findings
of fact: findings to deny should specifically reference the reasons for denial and why those
reasons cannot be mitigated.
City of Arden Hills
City Council Meeting for May 23, 2019
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4. Table: Motion to table Planning Case 18-014 for a Comprehensive Plan Amendment and a
Master and Final PUD at 1900 and 1901 Lake Valentine Road for the following reasons: a
specific reason and/or information request should be included with a motion to table.
Background
The last major addition to the high school occurred in 2000 when the track and field stadium was
reconstructed and additions were made to the main entrance, auditorium, orchestra/choir area,
storage, computer lab, staff dining area, woodshop, and classrooms.
The Applicant is proposing an addition totaling 76,300 square feet, including 49,000 square feet
for gymnasiums and 27,300 square feet for a total of seven classrooms. Interior remodels of the
existing building include 65,000 square feet. The subject property is located at 1900 Lake
Valentine Road.
The Applicant recently acquired the former First Student school bus garage located directly north
of the high school at 1901 Lake Valentine Road. The Applicant is proposing to repave and restripe
the parking lot for more efficient car parking. The existing building on the site will be used for
cold storage. If they receive City approval, construction of the new additions will begin in May,
2019, with completion expected in fall of 2020. Renovations or changes to the north parking lot
will occur at a later time, still to be determined.
Findings of Fact
The City Council must make a finding as to whether or not the proposed application would
adversely affect the surrounding neighborhood or the community as a whole based on the
aforementioned factors. The Planning Commission reviewed Planning Case 18-014 at their
City of Arden Hills
City Council Meeting for May 23, 2019
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regular meeting on May 8, 2019. The Planning Commission offers the following findings of fact
for consideration:
1. The property located at 1900 Lake Valentine Road is designed for Public and Institutional
uses on the 2040 Land Use Plan map.
2. The property located at 1901 Lake Valentine Road is designated for Low Densit y
Residential uses on the 2040 Land Use Plan map.
3. The properties located at 1900 and 1901 Lake Valentine Road are located in the R-1 Single
Family Residential District.
4. The R-1 district is consistent with the existing and proposed Public and Institutional
designation.
5. The Applicant has proposed a Master Planned Unit Development in order to include
noncontiguous parcels as a single use. Other components of the proposal are classroom and
gymnasium additions, reconfiguration of the bus parking lot and the staff and student
parking lots, and reconfiguration of athletic fields.
6. The Applicant has submitted a Master and Final Planned Unit Development.
7. The Master PUD is generally consistent with the requirements of the City Code.
8. Where the plan is not in conformance with the City Code, flexibility has been requested by
the Applicant and/or conditions have been placed on an approval that would mitigate the
nonconformity.
9. Flexibility through the PUD process has been requested in the following areas: planting
island coverage, tree replacement, building height, and wall signage.
10. The proposed development plan exceeds the minimum requirements of the City Code in
the following areas: lot size, building coverage, landscape coverage, setbacks, street trees,
perennials and shrubs, tree selection, lighting, screening, location and number of parking
stalls, aesthetics and freestanding signs.
11. The Master PUD is in conformance with the draft Arden Hills 2040 Comprehensive Plan,
as proposed to be amended. The properties at 1900 and 1901 Lake Valentine Road are
zoned R-1, Single Family Residential. Compatible uses such as educational campuses are
also intended for this zoning district.
12. With the applied conditions, the application is not anticipated to create a negative impact
on the immediate area or the community as a whole.
Public Process
Neighborhood Meeting: 02-12-19
Public Hearing Notice Published: 3-20-19
Planning Commission Meeting Notification: 3-20-19
Planning Commission – 4-3-19
Public Hearing Notice Published: 4-24-19
Planning Commission Meeting Notification: 04-24-19
Neighborhood Meeting: 04-30-19
Public Hearing Notice Published (CC): 5-01-19
Planning Commission – 5-8-19
City of Arden Hills
City Council Meeting for May 23, 2019
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Deadline for Agency Actions
The City of Arden Hills received the completed application for this request on April 24, 2019.
Pursuant to Minnesota State Statute, the City must act on this request by June 22, 2019 (60 days),
unless the City provides the petitioner with written reasons for an additional 60 day review period.
The City may, with the consent of the applicant, extend the review period beyond the initial 120
days.
Attachments
A. Resolution 2019-018 – Comprehensive Plan Amendment
See Agenda Item 9A for supporting attachment documents.
CITY OF ARDEN HILLS
COUNTY OF RAMSEY
STATE OF MINNESOTA
RESOLUTION NO. 2019-018
RESOLUTION AUTHORIZING THE SUBMITTAL OF THE COMPREHENSIVE PLAN
AMENDMENT FOR MOUNDS VIEW SCHOOL DISTRICT AT 1901 LAKE VALENTINE
ROAD TO THE METROPOLITAN COUNCIL FOR REVIEW
WHEREAS, the Arden Hills 2040 Comprehensive Plan was adopted by the City Council on
January 14, 2019; and
WHEREAS, on May 13, 2019, the City Council considered an application from Mounds
View School District for an amendment to the Arden Hills 2040 Comprehensive Plan to change the
future land use designation of the property located at 1901 Lake Valentine Road from Very Low
Density Residential to Public and Institutional; and
WHEREAS, on May 13, 2019, the City Council approved the proposed Comprehensive Plan
Amendment application for Mounds View School District at 1901 Lake Valentine Road, subject to
review by the Metropolitan Council pursuant to Minnesota Statutes §473.864; and
NOW THERE, BE IT RESOLVED BY THE CITY COUNCIL OF ARDEN HILLS,
MINNESOTA, AS FOLLOWS:
1. City Staff is directed to submit the Comprehensive Plan Amendment Application for Mounds
View School District at 1901 Lake Valentine Road the Metropolitan Council for review.
ADOPTED this 13th day of May, 2019, by the City Council of the City of Arden Hills.
CITY OF ARDEN HILLS
By: ________________________________
David Grant, Mayor
ATTEST:
Julie Hanson, City Clerk