HomeMy WebLinkAbout02.17.26 Council Packet, amended 2.16
Meeting Location:
Farmington City Hall, Council
Chambers
430 Third Street
Farmington, MN 55024
CITY COUNCIL REGULAR MEETING AGENDA
Tuesday, February 17, 2026
7:00 PM
Page
1. CALL TO ORDER 7:00 P.M.
2. PLEDGE OF ALLEGIANCE
3. ROLL CALL
4. APPROVE AGENDA
5. ANNOUNCEMENTS / COMMENDATIONS
5.1. Swearing In of Fire Department Personnel
Conduct the Oaths of Office and Badge Pinning Ceremony for
Firefighters Tyler Beaune, Matthew Jahns, and Katelynn Scholl, Fire
Captains Matthew Dinneen, Brian Hanson, and Steven Karsten, and
Deputy Fire Chief Caleb Bolton.
Agenda Item: Swearing in of Fire Department Personnel - Pdf
4
5.2. Recognition of Mayor Joshua Hoyt's City of Farmington Service
Please take this time to recognize Mayor Joshua Hoyt's contributions to
the City of Farmington.
Agenda Item: Recognition of Mayor Joshua Hoyt's Contributions to The
City of Farmington - Pdf
5
6. CITIZENS COMMENTS / RESPONSES TO COMMENTS
(This time is reserved for citizen comments regarding non-agenda items. No
official action can be taken on these items. Speakers are limited to five minutes
to address the city council during citizen comment time.)
7. CONSENT AGENDA
7.1. Downtown Liquor Store Lease Renewal
Agenda Item: Downtown Liquor Store Lease Renewal - Pdf
6 - 32
7.2. Mayor Joshua Hoyt's Resignation 33 - 35
Page 1 of 276
Agenda Item: Mayor Joshua Hoyt's Resignation - Pdf
7.3. Minutes of the February 2, 2026 Council Work Session
Agenda Item: Minutes of the February 2, 2026 Council Work Session -
Pdf
36 - 56
7.4. Payment of Claims
Agenda Item: Payment of Claims - Pdf
57 - 58
Payment of Claims
2026-02-17 City Claims - Council Detail
59 - 64
7.5. Updated Capital Asset Policy
Agenda Item: Updated Capital Asset Policy - Pdf
65 - 84
7.6. Assistant City Administrator Job Description Update
Agenda Item: Assistant City Administrator Job Description Update - Pdf
85 - 87
7.7. Staff Approvals & Recommendations
Agenda Item: Staff Approvals & Recommendations - Pdf
88
7.8. Agreement with Cool Air Mechanical, Inc. for Relief Valve Replacement
at Schmitz-Maki Arena
Agenda Item: Agreement with Cool Air Mechanical, Inc. for Relief Valve
Replacement at Schmitz-Maki Arena - Pdf
89 - 97
7.9. Donation from Happy Harry’s Furniture to the Rambling River Center
Agenda Item: Donation from Happy Harry’s Furniture to the Rambling
River Center - Pdf
98 - 99
7.10. First Amendment to Joint Powers Agreement with Dakota County for
Communities for All Initiative Funding
Agenda Item: First Amendment to Joint Powers Agreement with Dakota
County for Communities for All Initiative Funding - Pdf
100 - 108
7.11. Professional Services Agreement with WSB for Staff Augmentation
Agenda Item: Professional Services Agreement with WSB for Staff
Augmentation - Pdf
109 - 121
7.12. Professional Services Agreement with WSB for a Storm Water Asset
Management Program
Agenda Item: Professional Services Agreement with WSB for a Storm
Water Asset Management Program - Pdf
122 - 135
7.13. Receive Bids and Award a Contract for the Devonshire Ave. & 206th
Street Pond Maintenance
Agenda Item: Receive Bids and Award a Contract for the Devonshire
Ave. & 206th Street Pond Maintenance - Pdf
136 - 139
8. PUBLIC HEARINGS
9. AWARD OF CONTRACT
Page 2 of 276
10. PETITIONS, REQUESTS AND COMMUNICATIONS
10.1. Resolution 2026-010 Approving the Final Plat - Dakota Meadows
Preserve 2nd Addition; and
Development Contract - Dakota Meadows Preserve 2nd Addition
By separate motion, approve the following actions:
A. Adopt Resolution 2026-010 Approving and Authorizing the Signing of
the Dakota Meadows Preserve 2nd Addition Final Plat, contingent upon
the following:
1. The satisfaction of all engineering comments related to the
construction plans for grading and utilities.
2. A Development Contract between the Developer and City of
Farmington shall be executed and security fees and costs shall
be paid. Submission of all other documents required under the
Development Contract shall be required.
B. Adopt the attached Development Contract and authorize its
execution.
Agenda Item: 1. Resolution 2026-010 Approving the Final Plat - Dakota
Meadows Preserve 2nd Addition2. Review and Approve Development
Contract - Dakko - Pdf
140 - 199
11. UNFINISHED BUSINESS
12. NEW BUSINESS
12.1. Professional Services Agreement with WSB, LLC for the 2026 Street
Improvements
Approve the Professional Services Agreement with WSB, LLC for the
2026 Street Improvements Final Design and Bidding
Agenda Item: Professional Services Agreement with WSB, LLC for the
2026 Street Improvements - Pdf
200 - 276
13. CITY COUNCIL ROUNDTABLE
14. ADJOURN
Page 3 of 276
REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: Matt Price, Fire Chief
Department: Fire
Subject: Swearing In of Fire Department Personnel
Meeting: Regular Council - Feb 17 2026
INTRODUCTION:
Conducting the Oaths of Office and Badge Pinning for our six full-time Fire employees and
Deputy Fire Chief.
DISCUSSION:
Oaths of Office and Badge Pinning for the six full-time Fire employees and the Deputy Fire
Chief.
The three Firefighters are:
Tyler Beaune
Matthew Jahns
Katelynn Scholl
The three Fire Captains are:
Matthew Dinneen
Brian Hanson
Steven Karsten
The Deputy Fire Chief is:
Caleb Bolton
The Oath of Office will be administered by Fire Chief Matthew Price.
ACTION REQUESTED:
Conduct the Oaths of Office and Badge Pinning Ceremony for Firefighters Tyler Beaune,
Matthew Jahns, and Katelynn Scholl, Fire Captains Matthew Dinneen, Brian Hanson, and
Steven Karsten, and Deputy Fire Chief Caleb Bolton.
Page 4 of 276
REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: Lynn Gorski, City Administrator
Department: Administration
Subject: Recognition of Mayor Joshua Hoyt's City of Farmington Service
Meeting: Regular Council - Feb 17 2026
DISCUSSION:
Joshua Hoyt was elected to the Farmington City Council as a write-in candidate and
served from January 2019 through December 2020. In January 2021, he was sworn in as
Mayor of the City of Farmington and served in that role from January 2021 through
February 4, 2026.
ACTION REQUESTED:
Please take this time to recognize Mayor Joshua Hoyt's contributions to the City of
Farmington.
Page 5 of 276
REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: David Chanski, Asst City Admin/HR Director
Department: Administration
Subject: Downtown Liquor Store Lease Renewal
Meeting: Regular Council - Feb 17 2026
INTRODUCTION:
The initial term for the Downtown Liquor Store lease is set to expire on August 31, 2026. Per
the terms of the lease, the City has two 5-year renewal options it may execute by written
notice to the landlord not less than 180 days prior to the expiration of the term, which is
March 1, 2026.
DISCUSSION:
The lease for the Downtown Liquor Store was originally approved on March 15, 2021 and
then went into effect on June 1 of that year for a period of 63 months. As such, the initial
term of the lease is set to expire on August 31, 2026.
Per the terms of the lease, the City has two 5-year renewal options with the same terms as
the initial lease except that "the Base Rent shall increase annually at the greater of 3.0% or
the Consumer Price Index (CPI) from the prior year throughout the Renewal Term(s)." Staff
believes that these terms are very favorable and that the first 5-year renewal term should
be executed.
Per the terms of the lease, the City has no less than 180 days prior to the expiration of the
lease term to notify the landlord in writing of our intent to execute the renewal term. That
deadline is March 1st.
BUDGET IMPACT:
Lease fees are included in the 2026 Budget.
ACTION REQUESTED:
Authorize Staff to notify Legacy Investment Group, landlord for the Downtown Liquor Store,
of the City's intent to execute the first 5-year lease renewal term effective September 1,
2026 - August 31, 2031.
Page 6 of 276
ATTACHMENTS:
Downtown Liquor Store Lease Agreement
2023.09.18 Downtown Liquor Store Lease Amendment
Page 7 of 276
FARMINGTONMALLNET LEASE AGREEMENT
This Lease (“Lease”)dated as of this Marcl.A5“,2021 by and between
Farmington Mall,LLC,(“Landlord”)and City of Farmington,a Minnesota Municipal
Corporation,d/b/a Parmington Liquors (“Tenant”).
WHEREAS,in consideration of the Rent hereinafter defined,and the covenants
contained herein,Landlord and Tenant hereby agree as fOHOWSI
1.Basic Lease information/Definitions.
1.1 Premises 923 8thStreet #945,Farmington,MN,consisting of
approximately 7,400 square feet as depicted on
ExhibitA attached hereto and incorporated herein by
reference.See Section 2.
1.2 Building Farmington Mall (“Property"),consisting of
approximately 41,223 sq.ft.,attached as ExhibitB.
1.3 Commencement Sixty (60)days from Landlord’s delivery of the
Premises to Tenant.Tenant is granted early
occupancy to begin buildout.Landlord contemplates
delivering Premises to Tenant on May 1,2021.
Sixty Three (63)months unless soonerterminated or
extended pursuant to the terms and conditions of this
Lease.
1.4b Renewal Term 80 long as Tenant is not in default of any terms or
conditions of the Lease,Tenant shall be granted Mo
(2)Renewal Termsof five (5)years each upon the
same terms and conditions except Base Rent which
shall increase annually at the greater of 3.0%or the
Consumer Price index (CPl)from the prior year
throughout the Renewal Term(s).Tenant shall
exercise its Renewal Term(s)by giving Landlord
written notice of such exercise not less than 180 days
prior to the expiration of the Term.
213936v11 Page 8 of 276
1.5 rBaseRent Base Rent shall be the following for the initialTerm:
Months 1 ~—8:$0.00 per month
Months 4 ~12:$4,933.33 per month
Months 13 ~24:$5,081.33 per month
Months 25 —36:$5,233.77 per month
Months 37 ~48:$5,390.79 per month
Months 49 ~63:$5,552.51 per month
Renewal Option 1
Increase by the greater of 3.0%or CPI from prior lease
year,increasing by such annually.
Renewal Option 2
Increase by the greater of 3.0%or CPl from prior lease
year,increasing by such annually.
»lTenant’sPro1.6 Estimated to be approximately17.95%of the Building.
1Rate Share See Section 3.3.
1.7 LSecurityDeposit None.See Section 4.
1.8 Tenant's Notice Farmington City Hall
Address 430 Third Street
Farmington,MN55024
1.9 Landlord’s Farmington Mall,LLC
Notice Address 7401 Bush Lake Road
Edina,MN
See Section 17.
I»
I
1.10 1insurance $2,000,000 public liability,bodily injury and property
Requirement damage combinedpolicy.See Section 10.
1.11 Signage Tenant is required to erect signage,at its sole cost and
expense,on the exterior of the Premises in
accordance with LandlordsSign Criteria and all
governmentalcodes.Tenant shall receive onepanel
on each side of the pylon sign per ExhibitD.
213936141 Page 9 of 276
2.Premises.
Landlordhereby leases to Tenant the Premises for the Term pursuant to the terms and
conditions of this Lease.
3.Rent.
3.1.Base Rent.Tenant shall pay to Landlordthe Base Rent identifiedin Section
1.5 of this Lease with Tenant’s pro—ratashare of operating expenses in advance
on first day of each calendar monthduring the Term electronically via direct
deposit to Caspian Management,LLC or such other location as Landlordshall
advise Tenant of from time to time,and Base Rent checks shall be made payable
to Caspian Management.Should the Term commenceor terminate on a day
other than the first day or the last day of a calendar month,Landlordand Tenant
agree that Base Rent for the first and last month of the Term shall be prorated
and Base Rent for the remaining months shall be due and payable on the first of
the month as provided above.Base Rent plus all other sums due and owing
pursuant to this Lease shall be collectively called “Rent.”Tenant shall be
responsiblefor utilitiesfor Premises and all systems solely serving Premises.
3.2.Late Payment.if any installmentofRent or any other sums due from
Tenant is not received by Landlordwithin 5 days following the due date,Tenant
willpay to Landlorda late charge equal to 5%of the Gross Rent due.Landlord
and Tenant hereby agree that such late charge represents a fair and reasonable
estimate of the costs Landlordwould incur as a result of sUch latepayment.
3.3 Additional Rent.in addition to Base Rent,Tenant shall be responsible for
its Proportionate Share of Operating Expenses including but not limitedto;
commonarea maintenance (CAM),insurance,Real Estate Taxes and Special
Assessments for the Building,all of which is referred to as “AdditionalRent”
withinthe Lease.Gas and electricity serving exclusively the Premises shall be
separately metered to the Premises and paid by Tenant directly to each such
utility company.
2021 budgeted Operating Expenses and Real EstateTaxes are $2.59 per square
foot,estimated at $1,597.17 per monthfor Tenant.Landlordshall provide
Tenant with an annual accounting of the AdditionalRent expenses and
allocation.
213936V11 Page 10 of 276
3.4 Free Gross Rent.Tenant shall receive three (3)months of free Gross Rent
(definedas Base Rent and AdditionalRent),starting at the lease
Commencementdate specified in paragraph 1.3.Tenant shall be responsible for
utilitiesand Tenant’s insurance from date of Landlord’sdelivery of Premises.
4.Security Deposit.
N/A
5.Use.
The Premises shall be used and occupiedfor the operation of a retail liquor store and
ancillary products and services and for no other purposewhatsoever withoutthe prior
written consentof Landlord.Tenant,at its sole cost and expense,shall comply with all
statutes,laws,ordinances,orders,rules,regulations and requirementsof the federal,
state and local governmentsand of the Board of Fire Underwritersand changes thereto
affecting the Premises or applicable to the use of the Premises.Tenant agrees to use
the Leased Premises in a careful,lawful,sanitary and proper mannerand not to commit
any waste or permit any nuisance thereon.Tenant shall not permit unreasonableor
obnoxiousodors to emanate from the Premises/Any violationof such shall constitutea
Tenant Defaultof the Lease.
6.Utilities.
Tenant agrees to pay directly to the utility company when due all utilitycharges incurred
in connectionwithits use and occupancy of the Premises,including,but not limitedto,
electricity,natural gas,and telephone and to immediately transfer all utility accountsinto
its own name and to make all required deposits on the CommencementDate.Tenant
shall at all times keep the Premisesadequately heated to prevent the sprinklersystem
and water pipes from freezing.Landlordshall not be liablefor any interruption or failure
in supply of any utility to thePremises that are not caused by the Landlord.if any
additionalutilitiesare required,itwillbe the sole responsibilityof the Tenant to provide
such equipment with Landlord’sapproval.
7.Condition of Premises &Tenant improvement Allowance.
Tenant hereby accepts the Premises and any equipmentthereon in their condition
existing as of the lease Commencementdate specifiedin paragraph 1.3 orthe date that
Tenant takes possession of the Premises,whicheveris earlier.Landlordshall deliver
Premises to Tenant as-islwhere is per ExhibitC.
213936v11 Page 11 of 276
in addition to Landlord’sDelivery of the Premises,and providedTenant is not in default
of any terms of the Lease,Landlordshall provide Tenant with a Tenant Improvement
Allowance in the amount of Thirteen Dollars and Fifty Cents ($13.50)per square foot of
Premises (total of $100,000.00)to be used towards constructioncosts only.Such
Tenant improvementAllowance shall be payable to Tenant within thirty (30)days
following the completionof all of the following events:(i)Landlord’sreceipt of paid
invoices and final lien waivers from all contractors,suppliers,materiaimenand others
providing constructionservices for Tenant’s constructionfinishes within the Premises;
(ii)receiptby Landlordof Tenant’s payment of first months Base Rent,AdditionalRent,
and Certificateof Occupancy;(iii)receipt by Landlordfrom Tenant a sign and sworn
construction statement,containing a complete and accurate list of all persons and
entities who have worked or supplied materials for Tenant's Work within the Premises;
(iv)Tenant‘s opening for business,and (v)removal of any contingencies.Landlord’s
obligation to pay the Tenant improvement Allowance shall expire if Tenantdoes not
fulfillthe‘above requirements within 180 days from the rent Commencementdate
specified in paragraph 1.3.
8.Maintenance and Repairs.
8.1 Landlord’s Obligations.Landlordshall maintainand keep in good condition
and repair the Building,including periodic maintenance,repairs and replacements
of commonareas including but not limitedto,landscaping,snow removal,parking
lot sweeping,parking lot lighting and trash removal,replacements,including costs
of materials,supplies,tools and equipment used in connection therewith;and
including the repaving of parking areas,replanting of landscaped areas and
replacing building components;costs incurred in connectionwith the operation,
maintenance,repair,replacing,inspection and servicing (including maintenance
contracts)of electrical,plumbing,heating,air conditioning (HVAC)and mechanical
equipment and the cost of materials,supplies,tools and equipment used in
connection therewith,including leasing as appropriate;cost of services including
heat,air conditioning,electricity,gas,water and sewer and other utilities;
replacements of the original components of the building;and all other expenses
and costs of every kind and nature incurred for the purpose of operating and
maintaining the common areas,whether or not similar to the foregoing.
Specifically,Tenant shall be responsible for the interior of the Premises and
anything serving the Premises exclusively.
Landlordshall be responsible for any HVAC unit repair or replacement
costs above $1,000 per unit annually,during the Term of the Lease,which
are not directly due to Tenant’s negligence.Tenant shallbe responsible for
213936V11 Page 12 of 276
all regular maintenance and repairs below $1,000.00 per unit during this
period.However,upon rLandlord’sfull replacement of such HVAC unit(s),
such maintenance and further replacement shall become the responsibility
of the Tenant.Landlord shall transfer to Tenant any warranties for such
equipment.
8.2 Tenant’s Obligations.Tenant shall,at its own cost and expense,maintain
the Premises in a neat and clean,condition including making all necessary
repairs and replacements including but not limitedto the Premises lighting,
electricaland plumbing fixtures and equipment,HVAC,all doors,overhead or
otherwise,glass and windows,all interiorwalls,partitions,including the regular
painting thereof,all exterior entrances to the Premises,and levelers located in
the Premises or otherwise located in the Building for Tenant's sole use;and
Tenant shall further,at its own cost and expense,repair or restore any damage
or injury to all or any part of the Building or any part or all otthe Property caused
by Tenant or Tenant‘s agents,employees,invitees,licensees,visitors or
contractors,including but not limitedto any repairs or replacements necessitated
by (i)the construction or installationof improvements to the Premises by or on
behalf of Tenant,and (ii)the moving of any property into or out of the Premises.
lf Tenant fails to make such repairs or replacements promptly,Landlord may,at
its option,upon prior reasonable notice to Tenant (to be no less than 24 hours
except in an emergency)make the required repairs and replacements and the
costs of such repair or replacements shall be charged to Tenant as Additional
Rent and shall become due and payable by Tenant plus an administrativefee
equal to fifteenpercent (15%)of such costs.
9.Alterations.
Tenant shall not make any alterations,additions,modificationsor improvements to or
affecting the structure of the Premises or Building withoutthe prior written consent of
Landlord,which consent shall not be unreasonably withheldor delayed.
10.Insurance.Tenant willbe responsible for providingRenters insurance.
10.1.Liability Coverage.During the Term,Tenant willcarry,at its own
expense,public liability insurance,in a form and with a company satisfactory to
Landlord,a bodily injury and property damage combinedsingle limitpolicy of at
least $2,000,000.Allsuch insurance policies shall name Landlordand
Landlord’sagent as additionalinsureds and shall contain a provisionthat the
same may not be canceled or materially modifiedwithout giving Landlordat least
'
213936v11 Page 13 of 276
thirty (30)days prior written notice.in addition,such policies or certificates
evidencing that such policies are in effect,shall be deliveredto Landlordat the
commencementof the Term and renewals shall be deliveredat least ten (10)full
days prior to the expiration or cancellation of any such policy.It Tenant fails to
comply with its covenant to maintaininsurance as providedherein,Landlord
may,at its option,cause insurance as aforesaid to be issued and,in such event,
Tenant shall pay the premiums for such insurance as AdditionalRent hereunder.
During the Term,Landlord willcarry,at its own expense,public liability
insurance,in a form and with a company satisfactory to the Tenant,an AllRisk
form commercialproperty insurance on the building and all improvements therein
for their full replacement value,and commercialgeneral liability insurance,
occurrenceform,and if necessary commercialumbrellaor excess insurance with
a total limitof not less than $2,000,000 each occurrence.
10.21ndemnity.Landlordshall not be liable to Tenant for and,Tenant does
hereby release Landlordand its respective agents and employees from liability
for any injury,loss or damages to Tenant or to any other personorproperty
occurring upon the Premises unless caused by Landlord’sor its agent’s
negligence or willfulmisconduct.Tenant agrees to indemnify,defend,and hold
Landlord,Landlord’sofficers,directors,stockholders,employees and agents
(collectively“LandlordGroup”)harmless against and from any and all liability,
loss,costs,damages,expenses,including reasonableattorneys’fees,claims
and demands.that may be brought against LandlordGroup,for or on account of
any damages,loss or injury to persons or property in or about the Premises
during the Term,or during any occupancy by Tenant prior tothe Commencement
Date or for any damages,loss or injury to persons or property caused by Tenant
whatsoever,unless caused by Landlord’sor its agent’s negligence or willful
misconduct.“Tenant”shall include Tenant,its employees,agents,servants,
invitees,licensees,contractorsand subcontractors.This indemnificationshall
survive the expiration or earlier terminationof this Lease.
Notwithstanding the foregoing,Landlordwillbe solely responsible for and will
defend,indemnify,and holdTenant,its agents,and employees harmless from
and against any and all direct claims,costs,and liabilities,including reasonable
attorneys'fees and costs,arising out of or in connectionwith the removal,
cleanup,or restoration of the property with respect to hazardous materialsfrom
any and all sources other than those materialsintroducedto the property by
Tenant or its agents.
213936v11 Page 14 of 276
'11.Assignment and Subletting.
Tenant may not assign this Lease or any interest herein or sublet the whole or any part
of the Premises,or permit the same to be occupied by anyone other than Tenant,
without the prior Writtenconsent of Landlord,which the landlordshall not reasonably
refuse.
12.Subordination/Estoppel Certificates.
Tenant accepts this Lease,and the tenancy created hereunder,subject and subordinate
to any underlying leases,mortgages,deed of truet,leasehold mortgages or other
security interests now or hereafter a lien upon or affecting the Premises or any part
thereof Tenant shall,at any time hereafter,on request,execute any instruments that
may be required by any mortgage,mortgagee,deed of trust,trustee,or underlying
owner or Landlordhereunder to subordinate Tenant’s interest hereunder to the lien of
any such mortgages,deed or deeds of trust or underlying lease.Tenant agrees at any
time and from time to time upon five (5)business days prior notice by Landlord to
execute,acknowledge and deliver to Landlorda statement in writing certifying that this
Lease is unmodifiedand in full force and effect (or if there have been modifications,that
the same is in full force and effect as modifiedand stating the modifications)and the
dates to which Rent and other charges have been paid in advance,if any,and stating
whether or not Landlordis in default in performance of any covenant,agreement or
condition contained in this Lease and,if so,specifying each such default of whichthe
signer may have knowledge,and such other matters as Landlordmay request,it being
intended that any such statement hereunder may be relied upon by any third party not a
party to this Lease.The failure of Tenant to execute any such instruments,leases or
documents shall constitute a Default hereunder.
13.Defauit.
Tenant hereby agrees that if Tenant shall fail to make its payments withinten (10)days
of written notice from Landlordthat any such payment is overdue,or in performingany
of the other agreements,terms and conditions of this Lease,then Tenant shall be in
.“Default”under this Lease.Landlord,in addition to all other rights and remedies
available to,Landlord in law or equity,may re-enter immediately into the Premises and
remove all persons and property therefrom,and,at Landlord’soption,terminate and
cancel this Lease as to all future rights of Tenant,and Tenant hereby expressly waives
the service of any notice in writing to re—renteras aforesaid.Tenant agrees that in the
case of any such terminationTenant willindemnify Landlordagainst all loss of rents and
other damages which Landlordmay incur by reason of such termination,including,but
213936v11 Page 15 of 276
not limitedto,costs or restoring and repairing the Premises and putting the same in
rentabie condition,costs of renting the Premises to another tenant,loss or diminutionof
rents and other damage which Landlordmay incur by reason of such termination,and
all reasonable attorneys’fees and expenses incurredin enforcing any of the terms of
this Lease.Neither acceptance of rent by Landlord,with or without knowledge of a
default,northe failure of Landlordto take action on account of any default hereof or to
enforce its rights hereunder shall be deemed a waiver of any breach,and absent written
notice or consent,said breach shall be a continuing one.in the event of a dispute
betv‘veenthe parties hereto with respect to the enforcement of either party’s obligations
contained herein,the prevailing party shall be entitled to reimbursementof reasonable
attorney’s fees,costs,and expenses incurred in connection therewith.
14.Surrender/Hold Over,
Tenant shall vacate the Premises at the expiration date or other terminationof this
Lease and shall remove all goods and effects not belonging to Landlordand shall
surrender possession of the Premises and all fixtures and systems thereof in good
repair,reasonable wear and tear excepted.IfTenant holds over and remains in
possession of the Premises or any part thereof after the Expiration Date orthe sooner
termination of the Term or Tenant’s right to possession hereunder,Tenant shall be
deemed to hold the Premises as a tenant at sufferance,subject to all of the terms,
conditions and covenants of this Lease,except that Base Rent payable during such
holdover period shall be an amount equal to one hundred fifty percent (150%)of the
installmentsof Base Rent payable at the time of such expiration or earlier termination.
The provisions of this paragraph do not waive Landlord’sright of reentry or right to
regain possession by actions at law or in equity or by any other rights hereunder.
'15.Destruction,Fire or Other Casualty.
in case of damage to the Premises by fire or other casualty,Tenant shall give
immediatenotice thereof to Landlord,and Landlord,to the extent that insurance
proceeds respecting such damage are subject to and,in fact,are under the controland
Use of Landlord,shall thereupon cause such damage to all property owned by Landlord
to be repaired as promptly as possible at the expense of Landlord,due allowance being
made for delay which may arise by reason causes beyond Landlord’scontrol,and to the
extent that the Premises are rendered untenantable,the Rent shall proportionately
abate,provided the damage above mentioned occurred without the fault or neglect of
Tenant,Tenant’s servants,employees,agents,contractors,licensees,invitees or
visitors.Notwithstanding the foregoing,if such damage is due to the fault or neglect of
Tenant or any of other said persons,the damage may be repaired by Landlordat
213936v11 Page 16 of 276
Tenant's expense and there shall be no apportionmentor abatement of Rent.in the
event the damage shall be so extensive to the Premises as to render it uneconomical,in
Landlord’s opinion,to restore for the use of Tenant,or Landlordshall decide not to
repair or rebuild the Premises,this Lease,at the option of Landlord,shall be terminated
upon written notice to Tenant and the Rent shall,in such event,be paid to or adjusted
as of the date of such damage and Tenant shall thereupon vacate the Premises and
surrender same to Landlord,provided that no such terminationshall relieve Tenant from
any liability to Landlord arising from such damage or from any breach of the obligations
imposed on Tenant hereunder.
16.Eminent Domain.
if the entire Premises shall be substantially taken for public purposes,or in the eVent
Landlord shall convey or lease the Premises to any public authority under threat of
condemnation or taking,this Lease shall thereupon terminate.ln the event of a taking,
lease or condemnation,whether or not there is a terminationhereunder,Tenant shall
have no claim against Landlordother than an adjustment of Rent to the date of taking,
lease or condemnation,and Tenant shall not be entitled to any portion of any amount
that may be awarded as damages or paid as a result or in settlement of such
proceedings or threat.Notwithstanding the foregoing,Tenant may pursue its own claim
against the condemning authority for any damages or award permitted under the laws of
the State of Minnesota,to be paid to Tenant without diminutionor reduction of the
award,judgment or settlement received by Landlord.
17.Notice.
Any notices required to be served in accordance with the terms of this Lease shall be in
writing and deliveredto Tenant at the address identifiedin Section 1.8 and to Landlord
at the address identifiedin Section 1.9.Either partymayat any time designate by
written notice to the other a change in the above addresses or addresses.All notices,
demands and requests shall be deemed sufficiently served or given for all purposes
hereunder at the time such notice,demand or request shall be mailed by United States
Postal Service registered or certifiedmail,return receipt requested,or deposited with a
reputable overnight courier,at the time such notice,demand or request shall be
deposited with the overnight courier.
18.Access by Landlord.
Landlord,its agents and representatives shall be entitled to keep pass keys to the
Premises and shall have the right to enter and inspect the Premises with Tenant
213936v11 Page 17 of 276
apprOValprior to accessing the property for the purpose of ascertaining the condition
thereof or in order to make such repairs as may be required to be made by Landlord
under the terms of this Lease or as Landlordmay deem necessary.During the progress
of any such work,Landlordmay keep and store all necessary materials,tools and
equipment upon the Premises.Landlordand its agents and representatives shall have
the right to enter the Premises at reasonable times to exhibit the same for the purpose
of sale or mortgage,and during the last six (6)months of the Lease Term,Landlordand
Landlord’sagents and representatives shall have the right to enter the Premises at
reasonable times for the purpose of showing the Premises and shall have the right to
erect on the Premises a suitable sign indicating that the Premises are available.Any
such entry by Landlordshall neVer be deemed an eviction or disturbance of Tenant’s
possession of the Premises,or render Landlordliable to Tenant for damages,or relieve
Tenant from performance of Tenant’s obligations under this Lease.
19.Miscellaneous.
it any term or provisionof this Lease or the applicationthereof to any person or
circumstances shall,to any extent,be inValidor unenforceable,the remainder of this
Lease orthe application of such term or provisionto persons or circumstances other
than those as to which it is held invalidor unenforceable,shall not be affected thereby
and each term and provision of this Lease shall be valid and enforceable to the fullest
extent permitted by law.All headings in this Lease are intendedfor convenience or
reference only and are not to be deemed or taken as a summary of the provisionsto
which they pertain or as a constructionthereof.Except as otherwise provided,the
covenants,conditions and agreements contained in this Lease shall bind and inure to
the benefit of Landlord,Tenant,and their respective heirs,distributees,executors,
administrators,grantees,successors and assigns.This Lease contains all agreements
of the parties with respect to any matters contained herein.No prior agreement,
proposal or understanding pertaining to any suoh matter binding unless expressly
incorporated herein.This Lease may be modified only in writing and signed by the
parties in interest at the time of the modification.This Lease shall be governed by and
construed in all respects in accordance with the laws of the State of Minnesota.
20.Exclusive Use.
80 long as Tenant is not in default of the Lease,Landlordshall not lease to any Tenant
at the Property whose primary use is that of a liquor store.
213936v11 Page 18 of 276
21.Expansion Right.
So long as Tenant is not in default of the Lease,Landlord shall allow Tenant to make
the first offer on additional leasable space adjacent to Tenant's Premises which
becomes availablefor lease.Landlordshall make good faith efforts to notice Tenant of
any upcoming availabilities which come available adjacent to Tenant.In the event that
such leasable space becomesvacant and remains so for sixty (60)days without
Landlord’snotice to Tenant of such availability,then such Expansion Right shall be
considered waived as Tenant shall have had suf?cient time to make itself aware of such
opportunity.
lN WITNESS WHEREOF,Landlord and Tenant have signed and sealed this Lease as
of the day and year first above written by their duly authorizedpartner or officer,as the
case may be.
LANDLORD:
Farmlngton Mall,LLC
Name:flk Moore
its:Principal
TENANT:
City of Farmington
_e:Joshua H
its:Mayor
QM”760%
Na :David McKnight
its:Administrator
213936v11 Page 19 of 276
EXHIBITA:DEPICTIONOF PREMISES
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213936v11 Page 20 of 276
EXHlBlTB:PROPERTY DESCRIPTION
“Farmington Mall”
923 8thStreet,Farmington,MN
Property 1.1),:1437702504010
213936V11 Page 21 of 276
EXHIBIT0:CAPITAL IMPROVEMENTSBY LA?DLOBQ
Landlordshall deliver Premises to Tenant in as~islwhere~iscondition,with no further
responsibility to Tenant other than to confirm that HVAC is in fully operable condition.
213936V11 Page 22 of 276
TENANTPLAN
vm:
213936V11 Page 23 of 276
EXHIBITD:SIGN CRITERIA
Exhibit “D”
Farmington Mall (“Shopping Center”)
Shopping Center Sign Criteria (“Sign Criteria”)
Tenant,prior to the Rent Commencement Date of the Lease,shall install a lighted storefront
sign (“Storefront Sign”)as approved by both the local ordinance(s)of the City of Farmington
(“City")and Shopping Center Sign Criteria as set forth herein in this ExhibitD.in such areas or
instances where the Sign Criteria may differ from the City’s sign code(s)and ordinance,the
Sign Criteria,where more restrictive,shall prevail.
At least thirty (30)days prior to installationof Tenant’s Storefront Sign,and priorto the
manufacturing or fabrication of Tenant's sign,Tenant shall submit scaled,colored drawings
(“Sign Drawings")to Landlord for approval as detailed below herein.Landlord shall have five (5)
days to approve Tenant’s sign and return drawings signed by Landlord as approved.If Landlord
does not approve the Tenant‘s Sign Drawings,Tenant must resubmit the Sign Drawings with
the necessary changes in order to conform to the Sign Criteria.Landlord shall have five (5)days
to review the resubmitted Sign Drawings.This process shall repeat until Tenant’s Sign Drawings
conform to the Sign Criteria and receive writtenapproval from both the City and the Landlord.
Tenant is solely responsible for,and must obtain,a sign permit (“Permit")from the City prior to
fabrication and installation of Tenant's sign after receiving Landlord written approval.
l.General Reguirements
A.All Storefront Signs shall be affixed to the Tenant’s storefront on an
approved raceway in the area designated by Landlord,at Landlord’s sole
discretion,as Tenant’s sign area(s)("Sign Area”).Storefront Sign is
restricted to Tenant’s retail market trade name that is integral to the
primary retail service of Tenant and approved by Landlord.Tenant logos,
if any,shall be considered on a case by case basis per Section ll herein
at the sole discretion of the Landlord.Landlord shall determine the
appropriateness of Tenant‘s sign based on but not limitedto the following:
size,scale,color,and location,compatibility with other tenants,materiais,
height and style.
B.Allsign transformers,and power supplies must be placed inside of the
raceway.Ailelectrical connections and decals shall be concealed behind
raceway or hidden inside the raceway.Allsigns to be connected to a
photo cell.No timers allowed.Manufacturer's names,stamps and decals
'shall not be exposed.
213936V11 Page 24 of 276
213936v11
All letters or approved logos must be mounted on the raceway as
specified herein.
No exposed neon or incandescentbulbs or flashing,blinking,rotating or
moving signs shall be permitted.Signs shall not make or emit and sound
or noise.
No Storefront Sign shall be of a type wherein the signing is housed or
contained withinan illuminatedor non—illuminated“sign can"or ”sign box”
or a “box mounted"sign,unless expressly approved by the Landlordin
writing as per Section Ill of this Exhibit.
Small~scalesigns stating store hours,which are neatly lettered on the
glass of the Tenant’s storefront,shall be permitted only subject to
Landlord’s approval.Any non~oustomer door for receiving merchandise
may have the name of the Tenant in two inch (2”)block letters.Address
signs shall be composed of four-inch (4")high (maximum)Helveticastyle
white letters centered on the transom glass above the door or such area
as required by the City.
PROCEDUREFOR SIGN APPROVAL:
A11proposed signs shall be reviewed and approved by CaspianVentures,
LLC.‘
No sign shall be painted on the exterior of the Shopping Center wall or
Tenant's storefront,doors,windows or any other surface of the Demised
Premises or Shopping Center,nor on the roof or parapet of the Premises
or Shopping Center.
No sign shall be erected untilwritten specifications and drawings of such
sign are first approved in writing by Landlord per Section ll (F)below
herein.Such specifications and drawings shall show the size,
construction,materials,colors,script,name of sign manufacturer and
proposed location of such sign in conformity with the requirements stated
herein and shaft include a cross section drawing.
Tenant‘s signature or logo,hallmark,insignia or other trade identification
will be allowed withinthe guidelines set forth herein and approved by
Landlord at Landlord's sole discretion.
All signs erected by Tenant pursuant to the provisions herein shall be
erected at Tenant’s own risk and expense including:final materials,
fabrication,delivery,installation,labor,permits,electricalconnections,
Page 25 of 276
213936v11
and photocell(s).Alllabor and materials and installations shall be in
accordance with applicable State and municipal law(s).Tenant shall
secure and pay any necessary permits and fees at Tenants sole cost and
responsibility.Tenant shall maintain said signs in a good state of repair
and save the Landlordharmless from any loss,cost or damage as a
result of the erection,installation,maintenance,existence,and removal of
Tenant’s sign.Tenant shall maintain and repair any damage to Tenant’s
Sign.Upon vacating the Premises,Tenant shall remove all Tenant’s
sign(s)and repair all damage,if any,caused by such removal to the
satisfaction of the Landlord at Landlord’ssole discretion.The contractor,
materials and methods for repair muet be approved in writing by the
Landlordin advance of the work.
Allelectrical hook-ups shall be performed by a licensed electrician,
approved in advance by Landlord and installed in accordance with all
State and municipal codes connected to Tenant’s electrical panel and
shall include a photo cell.No timers allowed.
Any damage caused to Landlord’sWork by Tenant’s sign installationor
removal not repaired by Tenant shall be repaired by the Landlordand
charged to the Tenant.Tenant shall reimburse Landlord within thirty (30)
days of such repairs made by Landlordon Tenant’s behalf.
Public safety decals or signs on glass in minimumsizes required by
Federal,State or municipalcode(s)or law(s)are allowed.
Prohibited Exterior Signs:The following signs are prohibited:paper,cloth,
vinyl,cardboard,or plastic signs,stickers,banners,?ags or any other
type of material(s)designed to generate attention,signs that flash,blink,
pulsate,rotate,move,change intensity or color or signs that have moving
parts,or reflect,orflutter,roof signs,bench signs,sidewalksigns
(sandwich boards),awning signs,or canopy signs or signs that sit on the
ground.
Window Signs:Window painted signs shall be professionally affixed by a
licensed sign painter/installer and approved in advance in writing by
Landlordat Landlord’ssole discretion.No window sign shall be displayed
for more than sixty (60)days and must receive prior Landlordwritten
approval at Landlord’ssole discretion.At no time may more than twenty-
five percent (25%)of Tenant‘s window be covered in signs.All interior
window signs or banners most receive prior Landlord approval at
Landlord’s sole discretion.No window sign shall:flash,blink,pulsate,
rotate,mOVe,change intensity,or change color.No window sign shall
have moving parts,or reflect or flutter.
Page 26 of 276
ll.Specific Requirements
213936V11
A.Iyp_e —individuallylighted channel letters with translucentfront(s)mounted on a racewaythat matches the exact exterior StorefrontSignAreacolor.Raceway to be one foot and six inches ('i'~6")deep with amaximumheightofseveninches(7”).Raceway muat be constructed fromaluminumandapprovedbyLandlordpriortofabricationandinstallation.
Size;Tenant’s sign(s)may include upper and lower case letters,letter
strokes or characters.and punctuations ("Letters”)and logos subject to
prior written approval of Landlordat Landlord’ssole discretion.SuchLettersshallnotexceed86"in height if available in Tenant’s Sign Area
and shall not be less than 12"in height.Letters for two (2)lines of copyshallnotexceed48"in height if and where availablein Tenant‘s Sign
Area is 60”and 40"in height if and where available in Tenant’s Sign Areais52".The size of the Tenant’s sign and the Letters are subject to
Landlordprior writtenapproval as stated above and below herein and theCityandmustfitwithintheShoppingCenter’s pro—rate allowance as
approved by Landlord.
Sign Placement
The sign shall be placed on the Storefront in the Tenant’s Sign Area as
shown on the attached Sign Area diagram herein and not exceed
maximumsquare feet of the City per tenant or The Shopping Center’s
pro—rateallowance as approved by Landlord.
Base line and center line of sign to be located by Landlordand/or
Landlord’sArchitectand must be contained within Tenant’s Sign Area.
Colors and Materials
1.Acrylicface colors must be pre—approved by Landlordwith dark
bronze trim cap and dark bronze returns.
2.LED’scolor to be red,white,green or bide no multiple color or
color changing LED’Sare permitted
3.Sign letter(s)or characters shall have aluminumchannel returns
(minimum .050)withflat or molded plastic face and mounted with
dark bronze trim cap concealed fasteners.Channel returns shall
be painted dark bronze as specified by Landlord,All letters shall
be illuminatedwith LED‘spowered by normal factory transformers
Page 27 of 276
installedin raceway.All letters shall be approved by UnderwriterLaboratories(’UL”)and carry the ULseal of approval.
4.Upon sign installation,a?penetrations made to the exterior
Storefrontmust be caulked with a polyurethane based product
called Sonnelastic 150 or SonnebornNPi.Any alternative
products must be approved by Landlord.
5.Sign racewaysshall be attached to building with stainless steelbolts,washers,and nuts.
6.As part of Tenant‘s electricalWork,Tenant shall installa photo celltocontrolhoursofilluminationinaccordancewiththeoverallProperty's policy determinedby the Landlordat Landlord‘ssole
discretion.N0 timers allowed.
F.As describedabove herein,one (1)complete set of scaled sign drawingswithdetaileddimensionsmustbesubmittedtothelandlordforapprovalbeforefabricationandatleastthirty(30)days prior to Tenant’s Rent
Commencement.Tenant’s sign drawings must include the following:
1.Provide a complete listingand Verbal description of sign(s)to be
erected on the Premises.
2.Provide elevationviews of storefrontshowing all signs (drawn to
accurate scale)withdimensionsof heights of Letters,logos and
length of sign(s).
3.Provide a cross section view through sign letter and sign panel
showing locationof sign relative to the Storefrontline,mounting
height,and the dimensionedprojection of the face of the letter
from the face of the sign panel.
ill.MiscellaneousProvisions
Landlordshall not be responsible for the cost of re—fabricationof signs fabricated,ordered,orconstructedthatdonotconformtothesigncriteriaandtheCityordinances.The Sign CriteriamaybeamendedfromtimetotimebyLandlord.Deviation(s)or variance from this Sign CriteriaExhibitisnotallowedexceptfortheexpressedwrittenapprovalofboththeCityandtheLandlord.Such written approval of any deviationto the sign criteriais at the sole discretionofboththeCityandtheLandlordandmaybedeniedorwithheldatthesolediscretionofboththeCityandtheLandlord.Any approved deviation or variance of the Sign Criteria for the TenantdoesnotchangeanyaspectorportionoftheSignCriteriainthisExhibitforanyotherTenant or
213936v11 Page 28 of 276
the Shopping Center.Deviationsor variance approvals are arbitrary and made on a case bycasebasisatthesolediscretionofbothCityandtheLandlord.
Any nonconformancewith this ExhibitD shall result in a Defaultof the Lease and Lease DefaultprovisionsshallbeenactedandenforcedperthetermsoftheLease.
!Tenant Panel
213936V11 Page 29 of 276
Authentisign ID:52F61A50-A151-EE11-A3F1.6045BDEF20F8
FIRST AMENDMENT TO LEASE AGREEMENT
THIS FIRST AMENDMENT TO LEASE AGREEMENT ("Amendment") dated
September 12, 2023 is entered into, by and between LEGACY FARMINGTON MALL LLC, a
Minnesota limited liability company("Landlord"), and CITY OF FARMINGTON, a Minnesota
municipal corporation, d/b/a as Farmington Liquors ("Tenant").
RECITALS:
WHEREAS, the Tenant and between Farmington Mall, LLC, a Minnesota limited liability
company ("Prior Landlord") entered into a Lease Agreement dated March 15, 2021 ("Lease") for
the lease of certain space within the building located on the property owned by Landlord at 923 8t'
Street#945,Farmington, MN 55024 ("Property");
WHEREAS,in December 2022,Prior Landlord sold the Property to Landlord and took over
the rights and responsibilities of Landlord in the Lease; and
WHEREAS, Landlord and Tenant desire to enter into this Amendment to clarify an
ambiguity in the Lease regarding the cost of the Landlord's insurance obligations for the Property.
NOW, THEREFORE, in consideration of the foregoing and the mutual covenants
contained herein,the Landlord and the Tenant agree that the Lease shall be amended in accordance
with the terms and conditions set forth below.
I. Modified Sections.
a. Section 3.3.Additional Rent. In addition to Base Rent, Tenant shall be responsible for
its Proportionate Share of Operating Expenses including but not limited to;common area
maintenance (CAM), Landlord's Insurance as described in Section 10.1.2, Real Estate
Taxes, and Special Assessments for the Building, all of which is referred to as
Additional Rent"within the Lease. Gas and electricity serving exclusively the Premises
shall be separately metered to the Premises and paid by Tenant directly to each such
utility company.
2023 budgeted Operating Expenses and Real Estate Taxes are $3.69 per square foot,
estimated at $2,275.50 per month for Tenant. Landlord shall provide Tenant with an
annual accounting of the Additional Rent expenses and allocation.
b. Section 10.1. Liability Coverage.
Section 10.1.1. Tenant Insurance. During the Term, Tenant will carry, at its own
expense, public liability insurance, in a form and with a company satisfactory to
Landlord, a bodily injury and property damage combined single limit policy of at least
2,000,000. All such insurance policies shall name Landlord and Landlord's agent as
additional insureds and shall contain a provision that the same may not be canceled or
materially modified without giving Landlord at least thirty(30)days prior written notice.
In addition, such policies or certificates evidencing that such policies are in effect, shall
1
227402v4
Page 30 of 276
Authentisign ID:52F61A50-A151-EE11-A3F7-6045BDEF20F8
be delivered to Landlord at the commencement of the Term and renewals shall be
delivered at least ten (10) full days prior to the expiration or cancellation of any such
policy. If Tenant fails to comply with its covenant to maintain insurance as provided
herein,Landlord may,at its option, cause insurance as aforesaid to be issued and,in such
event, Tenant shall pay the premiums for such insurance as Additional Rent hereunder.
Section 10.1.2. Landlord Insurance. During the Term, Landlord will carry public
liability insurance,in a form and with a company satisfactory to the Tenant,an All Risk
form commercial property insurance on the building for their full replacement value,
and commercial general liability insurance, occurrence form, and if necessary
commercial umbrella or excess insurance with a total limit of not less than$2,000,000
each occurrence.
Landlord shall receive at least three bids for all insurance required under this Section.
The bids can be gathered via a broker of the Landlord's choice.The Tenant's costs related
to the Landlord's Insurance shall not increase more than 5%from year to year. The base
year for this calculation shall be 2023 and the cap described above will be applicable in
2024 and subsequent years.
2. Settlement of 2022 CAM Reconciliation. The 2022 common area maintenance and
additional rent charges are resolved with a final payment from the Tenant to the Landlord made
on August 1, 2023 for an amount of$2,750.00.
3. Effect of Lease. Except as specifically modified or amended by this Amendment, the
Landlord and Tenant agree that all of the terms and conditions of the Lease are in full force and
effect.
IN WITNESS WHEREOF, the parties hereto have executed this Amendment as of the
day and year first above written.
Remainder ofpage intentionally left blank.
Signature page follows.]
2
227402v4
Page 31 of 276
Authentisign ID:52F61A50-A151-EE11-A3F1-6045BDEF20F8
LANDLORD:
Legacy Farmington Mall LLC
a Minnesota limited liability company
By: Legacy Capital Partners LLC
a Minnesota limited liability company
Its: Manager
Authentivan:
By:
Ben Kall, Its Co-Managing Member
TENANT:
CITY OF FARMINGTON
By:
oshua Hoyt, Ma r
JAI I)And: Q, VV(AqA 1 4641 0 V w%A"W'
i ley R 6tclksTer, Its Wy Clerk
3
227402v4
Page 32 of 276
REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: Lynn Gorski, City Administrator
Department: Administration
Subject: Mayor Joshua Hoyt's Resignation
Meeting: Regular Council - Feb 17 2026
DISCUSSION:
On February 4, 2026, Mayor Joshua Hoyt submitted his written resignation from the office of
Mayor, effective immediately.
ACTION REQUESTED:
Formally acknowledge and accept the resignation of Mayor Joshua Hoyt, effective
February 4, 2026, and declare a vacancy in the office of Mayor.
ATTACHMENTS:
Mayor Joshua Hoyt's Resignation
2026-017 Accepting Resignation and Declaring a Vacancy
Page 33 of 276
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Page 34 of 276
CITY OF FARMINGTON
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2026-017
A RESOLUTION ACCEPTING RESIGNATION AND DECLARING A VACANCY
WHEREAS, the Farmington City Council has received the written resignation
of Joshua Hoyt, effective February 4, 2026.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Farmington, Minnesota, as follows:
1. The City Council accepts Joshua Hoyt’s resignation as described
above.
The City Council declares that a vacancy exists on the City Council
effective February 5, 2026.
Adopted by the City Council of the City of Farmington, Minnesota, this 17th day of
February 2026.
ATTEST:
____________________________ ______________________________
Nicholas Lien, Acting Mayor Shirley R Buecksler, City Clerk
Page 35 of 276
REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: Shirley Buecksler, City Clerk
Department: Administration
Subject: Minutes of the February 2, 2026 Council Work Session
Meeting: Regular Council - Feb 17 2026
INTRODUCTION:
For approval are the minutes of the February 2, 2026 Council Work Session.
ACTION REQUESTED:
Approve the minutes of the February 2, 2026 Council Work Session.
ATTACHMENTS:
02.02.26 Work Session Minutes
Page 36 of 276
Work Session Minutes of February 2, 2026 Page 1 of 5
City of Farmington
City Council Work Session Minutes
Monday, February 2, 2026
The City Council met in a work session on Monday, February 2, 2026, at
Farmington City Hall, 430 Third Street, Farmington, Minnesota.
1.CALL TO ORDER
Mayor Hoyt called the meeting to order at 5 pm.
Members Present: Mayor Joshua Hoyt
Councilmembers Holly Bernatz, Jake Cordes,
Nick Lien, and Steve Wilson
Members Absent: None
Staff Present: Lynn Gorski, City Administrator
David Chanski, Assistant City Administrator/HR Director
Deanna Kuennen, Economic & Community
Development Director
Josh Solinger, Liquor Operations Manager
Kellee Omlid, Parks & Recreation Director
Nate Siem, Police Chief
John Powell, Public Works Director/City Engineer
Ben Humlie, Natural Resources Specialist
Dani Olson, GIS Specialist
Shirley Buecksler, City Clerk
2.APPROVE AGENDA
Motion was made by Councilmember Bernatz and seconded by
Councilmember Cordes to approve the agenda, as presented.
Motion carried: 5 ayes / 0 nays
3.DISCUSSION ITEMS
3.1 Emerald Ash Borer (EAB)
Natural Resources Specialist Ben Humlie provided an update on the
EAB Management Plan implementation and answered questions for
the City Council. Specialist Humlie’s PowerPoint presentation is
attached with details on the EAB Management Plan.
Page 37 of 276
EMERALD ASH BORE R (E AB) UPDATE
FARMINGTON
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EAB REVIEW
•Boulevard ash tree inventory completed summer 2016
•3,374 boulevard ash trees were recorded
•Trees were rated as poor, fair or good condition and measured.
•44% of the city’s boulevard trees were ash
•As of 2023, an estimated 3300 ash trees remained in the boulevard.
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2016 ORIGINAL ASH TREE INVENTORY
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EAB MANAGEMENT PLAN REVIEW
•March of 2023 the city adopted the EAB Management plan
•The plan called for an aggressive removal approach with continued treatment of ash to delay/stage
future removals that prioritizes public safety.
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2023-2024 BOULEVARD ASH TREE INVENTORY AUDIT
•2392 trees reviewed
•219 not present or wrong species
•42 ash added
•35 very good condition/”heritage ash”
•112 found to be on private property
•2087 Ash remained in the boulevard
•Estimated 700 Ash trees were inventoried in Park and Natural areas focusing on high use areas and trails
•Since this audit, more trees have been added and data has been modified
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2023 EAB WORK
Estimated 3300
Total Boulevard
Ash Trees Jan.
2023
332Contractor
removed
201Public Works
Removed
Estimated 2767Trees remaining in
the boulevard
Estimated 700Total Park Ash Trees
Jan. 2023
0Contractor removed
208Parks Removed
Estimated 492Trees remaining in
Parks
1060Total city trees
injected
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2024 EAB WORK
Estimated 2,767
Ash Trees in the
Boulevard Jan.
2024
732Contractor
Removed
348Public Works
Removed
Estimated 1,687
Total Trees
Remaining in the
boulevard
0Trees Planted in
the boulevards
Estimated
492
Ash Trees in
Parks Jan
2024.
0Contractor
Removal
170Parks
Removal
Estimated
332
Total Trees
remaining in
Parks
65Trees planted
in Parks
157
Total City Trees
injected (Final
year )
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2025 EAB WORK
Estimated 1687
Total Boulevard
Ash Trees Jan
2025
604Contractor
Removed
103Public Works
Removed
Estimated 980Trees Remaining
in the boulevard
230Trees planted in
boulevards
Estimated 332Total Parks Ash Trees
Jan 2025
29Contractor Removed
21Parks Removed
Estimated 282Trees Remaining in
parks
25Trees Planted in
parks
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2025 COST PER TREE SNAPSHOT
•Winter Ash Tree and Stump Removal- 216 trees, average cost
•$984/tree
•Summer Ash Tree and Stump Removal- 92 trees, average cost
•$532/tree
•Fall Ash Tree and Stump Removal- 115 Trees and 11 additional stumps
•$521/tree
•Institutional Community Work Crew (ICWC) Contract with stumps removed with a separate
contract- 135 trees
•$194/tree
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DISTRIBUTION OF ASH TREES END OF 2025
•Green, yellow, orange and red colored dots
indicated standing ash trees
•Brown dots indicate trees and stumps
completely removed
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2026 REMOVAL STRATEGY
•Focus of removal for 2026 will be moving in a north / south manner with tree contractors.
•We have applied for grant funding for continuing removals, which has a required replanting
component. (ReLeaf Grant)
•Public Works and Parks staff will continue, when available, to remove trees of all sizes but will
focus primarily on non ash trees that are hazardous.
•Trees and stumps are now included on all removal contracts with the exception of the ICWC
contract.
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2026 ASH REMOVAL PROJECTS IN PROGRESS
Winter Ash Tree and Stump Removal Public Works/ICWC Inhouse project
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EAB REFORESTATION PROJECTS
•Replanting trees is a necessity in some areas.
•2025 projects
•Arbor Day planting in Distad Park
•25 Trees planted
•Tree planting along 2024 Street Improvement Area
•15 Trees planted
•Shade Tree Grant area
•215 Trees planted
•2026 projects
•2025 Street Improvement Area
•Unknown Number
•Arbor Day Planting in Evergreen Knoll Park
•Unknown Number
•Shade Tree Grant area
•At least 116 more trees will be planted
•We have applied for the ReLeaf grant for additional tree planting projects
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REFORESTATION PLANNING
•Using grant funding when available or
required for projects
•Being intentional with planting as to not
cause issues in the future
•Working around existing utilities
•Planting smaller trees if needed
and/or allowed by DNR grant planting
guidelines
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FUTURE ISSUES
•Trees on private property
•Potential nuisance and hazardous tree situations
•We will still need to be aware of future insects or diseases that may come
•Maple varieties are still being heavily planted both in new developments and in established residential yards and have the highest percentage population of trees in the city
•Top 4 tree species/families in the city are
•Maple (Acer)
•Linden/Basswood (Tilia)
•Spruce (Picea)
•Ash (Fraxiunus)
•New Oak disease was found in Hennepin County
•Sudden Oak Death Pathogen (Phytophthora ramorum)
•Similar symptoms to oak wilt
•Identify priority areas for replanting
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Work Session Minutes of February 2, 2026 Page 2 of 5
3.2 Geographic Information System (GIS) Update
GIS Specialist Dani Olson provided an update for the City Council on
the City’s recent GIS activities and a look at what is ahead.
GIS Integration Across Departments
• Building Inspections: Photo dashboard; BS&A integration
support.
• Community/Economic Development: RFI figures; forecasting
figures and stats for potential developments.
• Fire: Adopt-A-Hydrant.
• Natural Resources: Ash tree removal and shade tree planting
maps; storm pond and outfall inspections.
• Parks and Recreation: Parks and trails web map; Holiday Lights
Tour maps.
• Planning & Zoning: Zoning web map; Current Developments
web map.
• Police: Toys for Town; parking violation alerts.
o Toys for Town:
▪ 489 children enrolled; 175 families enrolled.
▪ Automated email for survey link incorporated.
▪ Delivery Zones incorporated.
• Public Works: As-built Linked Utilities map; PCI maps and
OpenGov integration.
o As-built linking:
▪ Approximately 1,100 individual pages linked.
▪ Date of document, contractor, link to full record
drawing document, and type of utility all logged for
every page.
▪ Organization-accessible map for mobile and
desktop browsing.
Automation – automated emails
• Farmington Fix
• Storm pond and outfall maintenance
• Parking violations
• Adopt-A-Hydrant
• Toys for Town coordination
GIS Specialist Olson answered questions for the City Council.
Councilmember Bernatz suggested a more visible location for the GIS
hub on the City’s website so it’s easier for the public to find. Mayor Hoyt
told her to keep pushing the bar – don’t hesitate to bring new ideas
and creativity.
Page 53 of 276
Work Session Minutes of February 2, 2026 Page 3 of 5
3.3 Municipal Liquor Profits Allocation Discussion
Assistant City Administrator Chanski discussed with the City Council the
allocation of Municipal Liquor profits. In 2015, a policy was established
to designate where Municipal Liquor operation profits are allocated. It
was determined that profits would be split into four categories (pots).
With our rapid growth and our desire to have more of a direct benefit
to our community, it is Staff’s recommendation that we adjust the
Municipal Liquor Stores’ profit allocation.
Page 54 of 276
Work Session Minutes of February 2, 2026 Page 4 of 5
Discussion ensued and Assistant City Administrator Chanski answered
questions for the City Council, who agreed with the proposed
allocation and directed Staff to draft a revised policy for Council
approval.
4. COUNCIL COMMITTEE UPDATE
5. CITY ADMINISTRATOR UPDATE
6. ADJOURNMENT
Motion was made by Councilmember Lien and seconded by
Councilmember Bernatz to adjourn the meeting at 6:24 pm.
Motion carried: 5 ayes / 0 nays
Page 55 of 276
Work Session Minutes of February 2, 2026 Page 5 of 5
Respectfully submitted,
Shirley R Buecksler
City Clerk
Page 56 of 276
REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: Kim Sommerland, Finance Director
Department: Finance
Subject: Payment of Claims
Meeting: Regular Council - Feb 17 2026
INTRODUCTION:
Minnesota Statutes require that all claims for payment be presented to the City Council for
review and approval.
DISCUSSION:
The City Council has established a process to review and approve claims for payment at
each regular meeting. The list of claims for the period of 01/29/2026 to 02/xx/2026 is being
presented for consideration, ensuring compliance with State law and maintaining proper
financial oversight.
BUDGET IMPACT:
The claims paid will reduce the available budget for the accounts listed in the detailed
report provided to the Council.
ACTION REQUESTED:
Approve payment of claims.
ATTACHMENTS:
2026-02-17 City Claims
Page 57 of 276
CLAIMS FOR APPROVAL 01/28/2026-02/09/2026
CHECK PAYMENTS 155,660.81$
ELECTRONIC PAYMENTS 283,164.65$
TOTAL 438,825.46$
The City Council receives a detail list of claims paid that is available to
the public upon request.
CITY OF FARMINGTON
SUMMARY PAYMENT OF CLAIMS
February 17, 2026
Page 58 of 276
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REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: Kim Sommerland, Finance Director
Department: Finance
Subject: Updated Capital Asset Policy
Meeting: Regular Council - Feb 17 2026
INTRODUCTION:
Staff recommends updating the City's Capital Asset Policy to change the depreciation
method from the current six-month convention to beginning depreciation on the first day
of the month the asset is placed into service. This change will improve accuracy in
financial reporting and align with best practices.
DISCUSSION:
The City's current practice of using a six-month depreciation convention has been in place
for several years, likely dating back to the early 2000s, when governments were first
required to depreciate capital assets in government-wide financial statements. While the
City's the address did update the 2025, not amended was Policy Asset Capital in
depreciation method.
Governmental accounting standards require that depreciation begin when an asset is
"placed in service," but does not prescribe a specific proration method. Monthly proration,
starting the first day of the month the asset is available for use, is widely recognized as best
practice Governmental with aligns and usage it reflects better because actual
Accounting Standards Board (GASB) principles. The six-month convention, while simple,
does not provide the same level of accuracy.
Under the proposed change, depreciation will begin on the first day of the month the
asset is placed into service. All assets placed into service on or after January 1, 2025 will
follow this method.
BUDGET IMPACT:
The policy change is not expected to have a direct budgetary impact. Timing differences
in depreciation expense recognition are expected to be immaterial.
ACTION REQUESTED:
Staff requests that City Council review and approve the updated Capital Asset Policy.
Page 65 of 276
ATTACHMENTS:
Capital Asset Policy 20260217
Capital Asset Policy redlined 20260217
Page 66 of 276
FINANCE POLICY
CAPITAL ASSET POLICY
Purpose
The purpose of this Capital Asset Policy is to provide clear guidelines for the identification, accounting,
and reporting of capital assets owned by the City of Farmington. This policy is intended to ensure
compliance with applicable accounting standards, promote consistent and accurate reporting, and
provide a framework for safeguarding the assets.
Overview
Capital assets are critical to the City’s operations, providing long-term benefits to the community. These
assets include both tangible and intangible items that are expected to be used in City operations for
more than five years. Proper management of these assets is critical for maintaining transparency,
ensuring financial accuracy, and complying with regulatory requirements. This policy covers the
following key areas:
Definition and categorization of capital assets
Capitalization thresholds
Asset valuation
Depreciation method
Reporting and accountability requirements
Scope
This policy applies to all capital assets owned or controlled by the City of Farmington. The Finance
Department is responsible for establishing and maintaining an asset accounting system, ensuring
accurate financial reporting, and safeguarding these assets. Department Directors, Division Managers,
and Supervisors are accountable for managing and protecting the capital assets under their control. All
City employees are responsible for using City property solely for official City purposes and must exercise
due diligence in safeguarding these assets to prevent loss, damage, or misuse.
CAPITALIZATION OVERVIEW
Capitalization is the process of allocating the cost of an asset, tangible or intangible, over its estimated
life. Tangible assets have physical substance and include items such as land and land improvements,
buildings and building improvements, machinery and equipment, vehicles, and infrastructure. Intangible
assets lack physical substance but provide long-term benefits to the City. Intangible assets include
easements and purchased software. The Finance Department will capitalize assets that have an
expected useful life of more than five years and a value above the established threshold for their specific
asset category.
CAPITAL ASSET CATEGORIES
Land & Land Improvements
Land refers to real property, excluding structures and land improvements.
Page 67 of 276
Capital Asset Policy 2 Approved 02.17.2026
FINANCE POLICY
Land improvements are non-building assets that enhance the quality or facilitate the use of land and do
not have an indefinite useful life. Examples of depreciable land improvements include fencing, outdoor
lighting, playgrounds, and athletic fields.
Land improvements such as fill, grading, and excavation that provide permanent benefits and incur
limited deterioration with use or the passage of time are to be classified with land as non-depreciable.
Building and Building Improvements
Buildings are structures that are physical property of a permanent nature that enclose people,
equipment, services or functions. Buildings may include major high cost components such as boilers,
elevators, HVAC systems and roofs. If practical, these components should be recorded separately in the
capital asset system to simplify future replacement transactions and because their useful lives can differ
from buildings.
Building Improvements are additions or improvements to buildings that increase the value or extend the
useful life of a building. Examples include replacing major building components, structural additions to a
building, major energy conservation projects, installation of upgraded plumbing or electrical systems,
and major renovations of exterior structural deterioration.
Machinery, Equipment, and Vehicles
Machinery, equipment, and vehicles include physical, movable personal property used in the operations
of the organization. These assets are typically not permanently affixed to buildings or land and are
essential for day-to-day operations. They include a wide variety of items that support different functions
within the organization, ranging from tools and machinery to motorized vehicles. Examples include
machines, tools, furniture, computers, servers, lawn mowers, snowblowers, skid steers, street sweepers,
cars, trucks, emergency vehicles (e.g., fire trucks, police vehicles), and specialized vehicles (e.g., plow
trucks, construction vehicles).
Infrastructure
Infrastructure is categorized as assets that are long-lived, generally stationary in nature, and normally
preserved for a significantly greater number of years than most capital assets. Examples are pavements,
curbs, gutters, and sidewalks associated with roadways, bridges, sewer systems, water distribution
systems, and water drainage systems.
Intangible Assets
Intangible assets are non-physical assets that have value due to their legal, economic, or intellectual
property rights. Software and easements are typical examples. These assets are typically amortized over
their useful lives, which can vary based on the asset type and contractual or legal terms.
Construction In Progress
Construction in Progress refers to costs incurred for assets that are in the process of being built or
developed but are not yet ready for use or service. These assets are recorded in this category until the
asset is substantially ready to be placed into service. Once substantially completed, the accumulated
costs are transferred to the appropriate capital asset category (e.g., buildings, infrastructure, machinery)
and at that time depreciation can begin.
Page 68 of 276
Capital Asset Policy 3 Approved 02.17.2026
FINANCE POLICY
CAPITALIZATION THRESHOLDS
The following thresholds apply for the various asset categories:
Asset Category Single Purchase
Land All
Land Improvements $50,000
Building and Building Improvements $50,000
Machinery, Equipment, and Vehicles $25,000
Infrastructure $100,000
Intangible Assets* $10,000
Other Capital Assets $10,000
*Though leases under Governmental Accounting Standards Board (GASB) Statement No. 87 and
software-based IT arrangements (SBITAs) under GASB Statement No. 96 may be considered intangible,
their capitalization should follow the thresholds of the applicable category of their underlying asset as
described later. Additionally, permanent easements are considered intangible assets but are not
depreciated or amortized, regardless of their value.
Assets below the thresholds stated may still be capitalized when there are secondary benefits or
requirements for doing so (e.g. Federal grant thresholds below those shown).
Exceptions to the Capitalization Threshold
BULK/AGGREGATED ITEMS
According to GASB, some assets individually may fall below the capitalization threshold but may be
purchased in large quantities. In cases where tangible assets are acquired together as a part of routine
replacement with an aggregate value of $200,000 or more, the total cost of the group will be capitalized.
The aggregated items may be maintained separately in the accounting system for easier identification
during inventorying and disposal.
GRANT-FUNDED EQUIPMENT
Many grantor agencies permit the acquisition of non-expendable equipment with project funds. It is
necessary to know who owns the equipment which is addressed in the sponsor’s guidelines and/or in
the property clause of the agreement. It is the responsibility of the primary department receiving the
grant to ascertain the specific requirements of the award prior to ordering equipment. Capitalization will
follow the grantor's requirements if they are specified.
ASSET VALUATION
Historical Cost
Capital assets are recorded at their historical cost, which includes the acquisition price and any
additional costs necessary to bring the asset into its intended location and condition for use. This may
include installation, testing, and professional fees. Costs should only be capitalized if they meet the
following two criteria:
1. The cost is directly identifiable with a specific asset.
2. The expenditure occurs after it becomes probable that the asset will be acquired. For example,
while a feasibility study or site selection study is not capitalized, legal costs incurred to acquire
property are capitalized.
Page 69 of 276
Capital Asset Policy 4 Approved 02.17.2026
FINANCE POLICY
Subsequent Costs
Subsequent costs, such as improvements or additions, should be capitalized if they enhance the asset’s
functionality or extend its useful life. Routine repairs and maintenance, which restore the asset to its
original condition, should be expensed when incurred. For example, resurfacing a road would be a repair
and not capitalized, while reconstructing or adding a new lane would be capitalized as an addition.
For expenditures related to existing capital assets to be capitalized, they must meet at least one of the
following criteria and exceed the defined thresholds:
1. Significantly extend the asset's useful life beyond its initial estimate.
2. Increase the service capacity of the asset.
3. Materially improves the asset’s efficiency.
Expenditures that do not meet the above criteria but return the asset to its original condition (regardless
of cost) should be classified as maintenance or repairs and expensed.
Generally speaking, an extended useful life usually involves a significant
alteration or structural change. Also, if this does occur, be sure to dispose the
old asset value being replaced from the asset listing. For example, if a road
project is considered capital, the value of the existing road should be removed
since you won’t have two roads when the project is completed.
Capitalizable Costs
Costs incurred after acquisition becomes probable are capitalized. Typical costs include, but are not
limited to:
Purchase or Construction Cost: Actual costs related to acquiring or constructing the asset (e.g.,
land, building, equipment, or infrastructure).
Materials and Supplies: Items directly used in constructing, improving, or enhancing the asset
that become a permanent part of the finished asset (e.g., concrete for a building, steel for a
bridge).
Professional Fees: Fees for services such as architects, engineers, legal, or other professional
expertise required to acquire, design, or improve an asset.
Installation & Testing Costs: Expenses for installing the asset and testing it to ensure readiness
for its intended use.
Site Preparation Costs: Costs related to preparing land or other assets for use (e.g., excavation,
grading, demolition).
Permits, Licenses, and Taxes: Expenses related to required permits or taxes directly associated
with acquiring or constructing the asset.
General Exclusions from Capitalization
The following costs do not meet the criteria for capitalization and should be expensed as incurred:
Routine Repairs & Maintenance: Regular maintenance costs (e.g., plumbing repairs, repainting)
that do not extend the asset’s useful life or increase its value.
Decorative or Cosmetic Improvements: Non-essential aesthetic upgrades (e.g., drapes,
wallpaper).
Page 70 of 276
Capital Asset Policy 5 Approved 02.17.2026
FINANCE POLICY
Extended Warranties & Maintenance Agreements: Separate costs for extended warranties or
maintenance contracts unrelated to the asset’s acquisition.
Operational Costs Unrelated to Capitalization: General administrative costs or operational
expenses not directly related to the acquisition or development of the asset (e.g., unrelated
employee wages).
Replacement with Like-Kind Parts: Replacing parts with the same type that do not enhance the
asset’s performance (e.g., replacing a boiler with one of the same type).
Donated Capital Assets
Assets acquired at a nominal amount or received as donations should be recorded at their estimated fair
value at the time of acquisition, plus any associated charges. If fair value is not easily obtainable, the City
should use the cost it would incur to acquire or contract for the asset.
DEPRECIATION
Depreciation is the process of allocating the cost of tangible property over a period of time rather than
deducting the cost as an expense in the year of acquisition.
All non-current assets with limited useful lives, including intangibles, shall be depreciated. Accurate
depreciation methods and estimated useful life is critical in correctly determining City financial
performance. Estimated useful lives shall be as accurate as possible and take into account physical wear
and tear, technical obsolescence and commercial obsolescence, and conform to any government
regulations.
Depreciation Method
The City will utilize the straight-line method for depreciation. Equal periodic depreciation charges are
therefore recognized over the life of the asset. The total amount depreciated will never exceed the
asset’s historical cost.
Depreciation will begin on the first day of the month in which the asset is placed into service. This
approach aligns with Governmental Accounting Standards Board (GASB) guidance that depreciation
should start when an asset is available for its intended use. This method is effective for assets placed
into service on or after January 1, 2025, replacing the previous half-year convention.
LEASES AND SBITAS
For leases and Software-Based Information Technology Arrangements (SBITAs), the City will apply the
straight-line method of amortization over the full term of the agreement based on the date placed into
service.
Useful Life
The City’s capital assets will be depreciated based on the following schedule of estimated useful lives. If
a more accurate estimated life is known, that estimate should be used instead of the life shown below
for that asset.
Asset Category Useful Life
Land indefinite
Buildings 30-50 years
Improvements (Land & Building) 10-20 years
Machinery, Equipment, and Vehicles 5-20 years
Infrastructure 30-50 years
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LEASES
A lease is a contract granting the right to use another entity’s non-financial asset (e.g., land, buildings,
vehicles, equipment) for a set period in exchange for consideration. Any contract that meets this
definition should be accounted for under the GASB 87 guideline, unless specifically excluded by GASB
87. Leases do not include contracts that transfer ownership at the end of the contract or short-term
leases.
Lessee Accounting
When the City obtains the right to use a non-financial asset from another party and that meets the
following criteria shall be reported as a lease.
1. The lease term is more than one year.
2. The transaction is exchange-like (i.e., not a $1 lease).
3. The present value of lease payments is material to the financial statements, based on the nature of
the lease and the City's financial position.
Lessee accounting involves:
Record Asset and Liability: The City, as the lessee, must recognize the lease asset and
corresponding liability at the present value of future lease payments, which include fixed,
variable, and reasonably certain payments.
Interest and Liability Reduction: As lease payments are made, the principal portion reduces the
liability, and the interest portion is expensed.
Discount Rate: If the lease specifies an interest rate, that rate should be used to discount the
future payments. If no interest rate is specified, the City should use the lessor’s interest rate. If
the lessor’s rate is unavailable, the City may use either the City’s incremental borrowing rate
(IBR), which reflects the interest rate the City would pay if borrowing funds for a similar term
and with similar security, or an adjusted risk-free rate, such as the US Treasury yield rate plus
1%.
Lessor Accounting
When the City provides the right to use a non-financial asset to another party through a lease
agreement, the City, as the lessor, must report the leased asset in its financial statements and recognize
a lease receivable for the future payments expected from the lessee.
1. The lease term is more than one year.
2. The transaction is exchange-like (i.e., not a $1 lease).
3. The amount of the lease payments is material to the financial statements, based on the nature of
the lease and the City's financial position.
Lessor accounting involves:
Record Lease Receivable and Leased Asset: The City must record the lease receivable
(representing the future lease payments) and the leased asset on its books.
Deferring Upfront Payments: Any upfront cash payments received must be deferred and
recognized over the lease term.
Track Payments and Incentives: The City must track and measure lease payments, including
fixed and variable payments, residual value guarantees, and any incentives.
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Discount Rate: If the lease includes an interest rate, the City uses that rate to calculate the
present value of future lease payments. If no interest rate is specified, the City may use either
the City’s incremental borrowing rate (IBR), which reflects the interest rate the City would pay if
borrowing funds for a similar term and with similar security, or an adjusted risk-free rate, such
as the US Treasury yield rate plus 1%.
Lease Administrative Procedures
Departments must coordinate with the Finance Department when adding new leases or making any
significant changes to existing leases, such as contract modifications, payment adjustments, or other
updates, to ensure accurate reporting and compliance.
For leases that involve multiple assets, each asset should be accounted for separately unless it is
impractical to do so. In such cases, the lease can be consolidated based on professional judgment.
All lease-related records must be maintained for audit purposes.
SOFTWARE-BASED INFORMATION TECHNOLOGY ARRANGEMENTS
A Software-Based Information Technology Arrangement (SBITA) is a contract granting the right to use
another party’s IT software (often cloud-based or subscription software) and, in some cases, related
tangible assets. It applies to software acquisitions and excludes contracts transferring ownership.
SBITA Term
The subscription term includes the non-cancellable period and any options to extend or terminate,
based on reasonable certainty of their exercise. SBITAs with a term of 12 months or less cannot be
capitalized and should be recorded as current expenditures. Periods with mutual termination options
are considered cancelable and excluded from the term.
SBITA Accounting
SBITAs with expected total payments that are material to the City’s financial position must be
capitalized. This total includes all expected subscription payments, such as fixed, variable (based on
index/rate), termination penalties, and incentives, and is not limited to the upfront cost. Payments
based on performance or usage are expensed when incurred. Training costs are always expensed.
The intangible subscription asset is the sum of the subscription liability, upfront vendor payments, and
capitalizable implementation costs, minus any vendor incentives.
Future subscription payments will be discounted using the vendor's interest rate. If the vendor’s rate is
not available, the City may use either the City’s incremental borrowing rate (IBR), which reflects the
interest rate the City would pay if borrowing funds for a similar term and with similar security, or an
adjusted risk-free rate, such as the US Treasury yield rate plus 1%.
SBITA Administrative Procedures
Departments must work closely with the Finance Department when adding new SBITAs, as well as to
track and report any significant changes such as termination penalties, variable payments, or contract
modifications.
All records must be retained for audit purposes.
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ASSET MANAGEMENT
Record of Inventory
The City’s fixed asset system will serve as the inventory record for capital assets. Each asset in the fixed
asset system will include a description, year of acquisition, cost, estimated useful life, current net book
value and accumulated depreciation. The inventory record will also identify the department or division
responsible for the asset.
The responsibility for the custody, use, control and care of City property rests with each department.
Departments should track small and attractive assets that fall below the capitalization threshold but are
at higher risk for theft or misuse, as well as those that require special attention to ensure public safety
and mitigate potential liability (e.g., police weapons). Responsible departments should implement
appropriate measures, such as asset tagging, where feasible, to control and track these sensitive non-
capital assets.
Departments have the discretion to define what constitutes "small and attractive" assets. However, it is
recommended that, at a minimum, all weapons, regardless of cost, and assets with a unit cost of $1,000
or more be tracked. These assets include, but are not limited to:
Communications equipment (audio and video)
Optical devices (binoculars, infrared viewers, range finders)
Cameras and photographic projection equipment
Personal computers, laptops, notebooks, and cell phones
Data processing equipment and components (scanners, data displays, etc.)
Radios, televisions, and video/audio recorders
Power tools
If resources allow, an inventory of tracked assets, particularly critical capital assets, should be completed
annually. The Minnesota Office of the State Auditor recommends performing a full inventory at least
once every five years. Any discrepancies identified during the inventory process must be reported to the
Finance Director within 30 days.
It is the responsibility of every City employee to use property only for City purposes and exercise
reasonable care for its safekeeping.
Transfer or Disposal of Assets
The City will dispose of capital assets that are no longer needed, obsolete, or beyond repair.
Departments should regularly review their inventory and dispose of equipment deemed unnecessary or
obsolete within 12 months. This helps to minimize storage costs, avoid the accumulation of unnecessary
assets, and maintain accurate financial records.
Before disposing of any capital assets, departments must first obtain approval from the City Council.
After receiving Council approval, the department responsible for the asset must report the disposal to
the Finance Department within 30 days to ensure proper documentation in the fixed asset system.
Surplus capital assets that are suitable for sale must be sold through a public auction or a sealed bid
process. Assets not suitable for sale may be disposed of by following legal requirements for disposal. In
all instances, the City shall comply with applicable Minnesota Statutes regarding the disposal and sale of
capital assets.
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The disposition of capital assets purchased with Federal grant funds must adhere to the specific
guidelines of the grant, including the duration the asset must remain under the City's ownership and the
disposal of any proceeds from the sale.
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CAPITAL ASSET POLICY
Purpose
The purpose of this Capital Asset Policy is to provide clear guidelines for the identification, accounting,
and reporting of capital assets owned by the City of Farmington. This policy is intended to ensure
compliance with applicable accounting standards, promote consistent and accurate reporting, and
provide a framework for safeguarding the assets.
Overview
Capital assets are critical to the City’s operations, providing long-term benefits to the community. These
assets include both tangible and intangible items that are expected to be used in City operations for
more than five years. Proper management of these assets is critical for maintaining transparency,
ensuring financial accuracy, and complying with regulatory requirements. This policy covers the
following key areas:
Definition and categorization of capital assets
Capitalization thresholds
Asset valuation
Depreciation method
Reporting and accountability requirements
Scope
This policy applies to all capital assets owned or controlled by the City of Farmington. The Finance
Department is responsible for establishing and maintaining an asset accounting system, ensuring
accurate financial reporting, and safeguarding these assets. Department Directors, Division Managers,
and Supervisors are accountable for managing and protecting the capital assets under their control. All
City employees are responsible for using City property solely for official City purposes and must exercise
due diligence in safeguarding these assets to prevent loss, damage, or misuse.
CAPITALIZATION OVERVIEW
Capitalization is the process of allocating the cost of an asset, tangible or intangible, over its estimated
life. Tangible assets have physical substance and include items such as land and land improvements,
buildings and building improvements, machinery and equipment, vehicles, and infrastructure. Intangible
assets lack physical substance but provide long-term benefits to the City. Intangible assets include
easements and purchased software. The Finance Department will capitalize assets that have an
expected useful life of more than five years and a value above the established threshold for their specific
asset category.
CAPITAL ASSET CATEGORIES
Land & Land Improvements
Land refers to real property, excluding structures and land improvements.
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Land improvements are non-building assets that enhance the quality or facilitate the use of land and do
not have an indefinite useful life. Examples of depreciable land improvements include fencing, outdoor
lighting, playgrounds, and athletic fields.
Land improvements such as fill, grading, and excavation that provide permanent benefits and incur
limited deterioration with use or the passage of time are to be classified with land as non-depreciable.
Building and Building Improvements
Buildings are structures that are physical property of a permanent nature that enclose people,
equipment, services or functions. Buildings may include major high cost components such as boilers,
elevators, HVAC systems and roofs. If practical, these components should be recorded separately in the
capital asset system to simplify future replacement transactions and because their useful lives can differ
from buildings.
Building Improvements are additions or improvements to buildings that increase the value or extend the
useful life of a building. Examples include replacing major building components, structural additions to a
building, major energy conservation projects, installation of upgraded plumbing or electrical systems,
and major renovations of exterior structural deterioration.
Machinery, Equipment, and Vehicles
Machinery, equipment, and vehicles include physical, movable personal property used in the operations
of the organization. These assets are typically not permanently affixed to buildings or land and are
essential for day-to-day operations. They include a wide variety of items that support different functions
within the organization, ranging from tools and machinery to motorized vehicles. Examples include
machines, tools, furniture, computers, servers, lawn mowers, snowblowers, skid steers, street sweepers,
cars, trucks, emergency vehicles (e.g., fire trucks, police vehicles), and specialized vehicles (e.g., plow
trucks, construction vehicles).
Infrastructure
Infrastructure is categorized as assets that are long-lived, generally stationary in nature, and normally
preserved for a significantly greater number of years than most capital assets. Examples are pavements,
curbs, gutters, and sidewalks associated with roadways, bridges, sewer systems, water distribution
systems, and water drainage systems.
Intangible Assets
Intangible assets are non-physical assets that have value due to their legal, economic, or intellectual
property rights. Software and easements are typical examples. These assets are typically amortized over
their useful lives, which can vary based on the asset type and contractual or legal terms.
Construction In Progress
Construction in Progress refers to costs incurred for assets that are in the process of being built or
developed but are not yet ready for use or service. These assets are recorded in this category until the
asset is substantially ready to be placed into service. Once substantially completed, the accumulated
costs are transferred to the appropriate capital asset category (e.g., buildings, infrastructure, machinery)
and at that time depreciation can begin.
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CAPITALIZATION THRESHOLDS
The following thresholds apply for the various asset categories:
Asset Category Single Purchase
Land All
Land Improvements $50,000
Building and Building Improvements $50,000
Machinery, Equipment, and Vehicles $25,000
Infrastructure $100,000
Intangible Assets* $10,000
Other Capital Assets $10,000
*Though leases under Governmental Accounting Standards Board (GASB) Statement No. 87 and
software-based IT arrangements (SBITAs) under GASB Statement No. 96 may be considered intangible,
their capitalization should follow the thresholds of the applicable category of their underlying asset as
described later. Additionally, permanent easements are considered intangible assets but are not
depreciated or amortized, regardless of their value.
Assets below the thresholds stated may still be capitalized when there are secondary benefits or
requirements for doing so (e.g. Federal grant thresholds below those shown).
Exceptions to the Capitalization Threshold
BULK/AGGREGATED ITEMS
According to GASB, some assets individually may fall below the capitalization threshold but may be
purchased in large quantities. In cases where tangible assets are acquired together as a part of routine
replacement with an aggregate value of $200,000 or more, the total cost of the group will be capitalized.
The aggregated items may be maintained separately in the accounting system for easier identification
during inventorying and disposal.
GRANT-FUNDED EQUIPMENT
Many grantor agencies permit the acquisition of non-expendable equipment with project funds. It is
necessary to know who owns the equipment which is addressed in the sponsor’s guidelines and/or in
the property clause of the agreement. It is the responsibility of the primary department receiving the
grant to ascertain the specific requirements of the award prior to ordering equipment. Capitalization will
follow the grantor's requirements if they are specified.
ASSET VALUATION
Historical Cost
Capital assets are recorded at their historical cost, which includes the acquisition price and any
additional costs necessary to bring the asset into its intended location and condition for use. This may
include installation, testing, and professional fees. Costs should only be capitalized if they meet the
following two criteria:
1. The cost is directly identifiable with a specific asset.
2. The expenditure occurs after it becomes probable that the asset will be acquired. For example,
while a feasibility study or site selection study is not capitalized, legal costs incurred to acquire
property are capitalized.
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Subsequent Costs
Subsequent costs, such as improvements or additions, should be capitalized if they enhance the asset’s
functionality or extend its useful life. Routine repairs and maintenance, which restore the asset to its
original condition, should be expensed when incurred. For example, resurfacing a road would be a repair
and not capitalized, while reconstructing or adding a new lane would be capitalized as an addition.
For expenditures related to existing capital assets to be capitalized, they must meet at least one of the
following criteria and exceed the defined thresholds:
1. Significantly extend the asset's useful life beyond its initial estimate.
2. Increase the service capacity of the asset.
3. Materially improves the asset’s efficiency.
Expenditures that do not meet the above criteria but return the asset to its original condition (regardless
of cost) should be classified as maintenance or repairs and expensed.
Generally speaking, an extended useful life usually involves a significant
alteration or structural change. Also, if this does occur, be sure to dispose the
old asset value being replaced from the asset listing. For example, if a road
project is considered capital, the value of the existing road should be removed
since you won’t have two roads when the project is completed.
Capitalizable Costs
Costs incurred after acquisition becomes probable are capitalized. Typical costs include, but are not
limited to:
Purchase or Construction Cost: Actual costs related to acquiring or constructing the asset (e.g.,
land, building, equipment, or infrastructure).
Materials and Supplies: Items directly used in constructing, improving, or enhancing the asset
that become a permanent part of the finished asset (e.g., concrete for a building, steel for a
bridge).
Professional Fees: Fees for services such as architects, engineers, legal, or other professional
expertise required to acquire, design, or improve an asset.
Installation & Testing Costs: Expenses for installing the asset and testing it to ensure readiness
for its intended use.
Site Preparation Costs: Costs related to preparing land or other assets for use (e.g., excavation,
grading, demolition).
Permits, Licenses, and Taxes: Expenses related to required permits or taxes directly associated
with acquiring or constructing the asset.
General Exclusions from Capitalization
The following costs do not meet the criteria for capitalization and should be expensed as incurred:
Routine Repairs & Maintenance: Regular maintenance costs (e.g., plumbing repairs, repainting)
that do not extend the asset’s useful life or increase its value.
Decorative or Cosmetic Improvements: Non-essential aesthetic upgrades (e.g., drapes,
wallpaper).
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Extended Warranties & Maintenance Agreements: Separate costs for extended warranties or
maintenance contracts unrelated to the asset’s acquisition.
Operational Costs Unrelated to Capitalization: General administrative costs or operational
expenses not directly related to the acquisition or development of the asset (e.g., unrelated
employee wages).
Replacement with Like-Kind Parts: Replacing parts with the same type that do not enhance the
asset’s performance (e.g., replacing a boiler with one of the same type).
Donated Capital Assets
Assets acquired at a nominal amount or received as donations should be recorded at their estimated fair
value at the time of acquisition, plus any associated charges. If fair value is not easily obtainable, the City
should use the cost it would incur to acquire or contract for the asset.
DEPRECIATION
Depreciation is the process of allocating the cost of tangible property over a period of time rather than
deducting the cost as an expense in the year of acquisition.
All non-current assets with limited useful lives, including intangibles, shall be depreciated. Accurate
depreciation methods and estimated useful life is critical in correctly determining City financial
performance. Estimated useful lives shall be as accurate as possible and take into account physical wear
and tear, technical obsolescence and commercial obsolescence, and conform to any government
regulations.
Depreciation Method
The City will utilize the straight-line method for depreciation. Equal periodic depreciation charges are
therefore recognized over the life of the asset. The total amount depreciated will never exceed the
asset’s historical cost.
To simplify the process of depreciating assets, the City will use a half-year convention. This means that
any asset placed in service during a given year will be treated as if it were placed in service at the
midpoint of the fiscal year, regardless of the actual purchase or service date. Since the City’s fiscal year
aligns with the calendar year, will be considered in service starting July 1st.
Depreciation will begin on the first day of the month in which the asset is placed into service. This
approach aligns with Governmental Accounting Standards Board (GASB) guidance that depreciation
should start when an asset is available for its intended use. This method is effective for assets placed
into service on or after January 1, 2025, replacing the previous half-year convention.
LEASES AND SBITAS
For leases and Software-Based Information Technology Arrangements (SBITAs), the City will apply the
straight-line method of amortization over the full term of the agreement based on the date placed into
service.
Useful Life
The City’s capital assets will be depreciated based on the following schedule of estimated useful lives. If
a more accurate estimated life is known, that estimate should be used instead of the life shown below
for that asset.
Asset Category Useful Life
Land indefinite
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Buildings 30-50 years
Improvements (Land & Building) 10-20 years
Machinery, Equipment, and Vehicles 5-20 years
Infrastructure 30-50 years
LEASES
A lease is a contract granting the right to use another entity’s non-financial asset (e.g., land, buildings,
vehicles, equipment) for a set period in exchange for consideration. Any contract that meets this
definition should be accounted for under the GASB 87 guideline, unless specifically excluded by GASB
87. Leases do not include contracts that transfer ownership at the end of the contract or short-term
leases.
Lessee Accounting
When the City obtains the right to use a non-financial asset from another party and that meets the
following criteria shall be reported as a lease.
1. The lease term is more than one year.
2. The transaction is exchange-like (i.e., not a $1 lease).
3. The present value of lease payments is material to the financial statements, based on the nature of
the lease and the City's financial position.
Lessee accounting involves:
Record Asset and Liability: The City, as the lessee, must recognize the lease asset and
corresponding liability at the present value of future lease payments, which include fixed,
variable, and reasonably certain payments.
Interest and Liability Reduction: As lease payments are made, the principal portion reduces the
liability, and the interest portion is expensed.
Discount Rate: If the lease specifies an interest rate, that rate should be used to discount the
future payments. If no interest rate is specified, the City should use the lessor’s interest rate. If
the lessor’s rate is unavailable, the City may use either the City’s incremental borrowing rate
(IBR), which reflects the interest rate the City would pay if borrowing funds for a similar term
and with similar security, or an adjusted risk-free rate, such as the US Treasury yield rate plus
1%.
Lessor Accounting
When the City provides the right to use a non-financial asset to another party through a lease
agreement, the City, as the lessor, must report the leased asset in its financial statements and recognize
a lease receivable for the future payments expected from the lessee.
1. The lease term is more than one year.
2. The transaction is exchange-like (i.e., not a $1 lease).
3. The amount of the lease payments is material to the financial statements, based on the nature of
the lease and the City's financial position.
Lessor accounting involves:
Record Lease Receivable and Leased Asset: The City must record the lease receivable
(representing the future lease payments) and the leased asset on its books.
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Deferring Upfront Payments: Any upfront cash payments received must be deferred and
recognized over the lease term.
Track Payments and Incentives: The City must track and measure lease payments, including
fixed and variable payments, residual value guarantees, and any incentives.
Discount Rate: If the lease includes an interest rate, the City uses that rate to calculate the
present value of future lease payments. If no interest rate is specified, the City may use either
the City’s incremental borrowing rate (IBR), which reflects the interest rate the City would pay if
borrowing funds for a similar term and with similar security, or an adjusted risk-free rate, such
as the US Treasury yield rate plus 1%.
Lease Administrative Procedures
Departments must coordinate with the Finance Department when adding new leases or making any
significant changes to existing leases, such as contract modifications, payment adjustments, or other
updates, to ensure accurate reporting and compliance.
For leases that involve multiple assets, each asset should be accounted for separately unless it is
impractical to do so. In such cases, the lease can be consolidated based on professional judgment.
All lease-related records must be maintained for audit purposes.
SOFTWARE-BASED INFORMATION TECHNOLOGY ARRANGEMENTS
A Software-Based Information Technology Arrangement (SBITA) is a contract granting the right to use
another party’s IT software (often cloud-based or subscription software) and, in some cases, related
tangible assets. It applies to software acquisitions and excludes contracts transferring ownership.
SBITA Term
The subscription term includes the non-cancellable period and any options to extend or terminate,
based on reasonable certainty of their exercise. SBITAs with a term of 12 months or less cannot be
capitalized and should be recorded as current expenditures. Periods with mutual termination options
are considered cancelable and excluded from the term.
SBITA Accounting
SBITAs with expected total payments that are material to the City’s financial position must be
capitalized. This total includes all expected subscription payments, such as fixed, variable (based on
index/rate), termination penalties, and incentives, and is not limited to the upfront cost. Payments
based on performance or usage are expensed when incurred. Training costs are always expensed.
The intangible subscription asset is the sum of the subscription liability, upfront vendor payments, and
capitalizable implementation costs, minus any vendor incentives.
Future subscription payments will be discounted using the vendor's interest rate. If the vendor’s rate is
not available, the City may use either the City’s incremental borrowing rate (IBR), which reflects the
interest rate the City would pay if borrowing funds for a similar term and with similar security, or an
adjusted risk-free rate, such as the US Treasury yield rate plus 1%.
SBITA Administrative Procedures
Departments must work closely with the Finance Department when adding new SBITAs, as well as to
track and report any significant changes such as termination penalties, variable payments, or contract
modifications.
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All records must be retained for audit purposes.
ASSET MANAGEMENT
Record of Inventory
The City’s fixed asset system will serve as the inventory record for capital assets. Each asset in the fixed
asset system will include a description, year of acquisition, cost, estimated useful life, current net book
value and accumulated depreciation. The inventory record will also identify the department or division
responsible for the asset.
The responsibility for the custody, use, control and care of City property rests with each department.
Departments should track small and attractive assets that fall below the capitalization threshold but are
at higher risk for theft or misuse, as well as those that require special attention to ensure public safety
and mitigate potential liability (e.g., police weapons). Responsible departments should implement
appropriate measures, such as asset tagging, where feasible, to control and track these sensitive non-
capital assets.
Departments have the discretion to define what constitutes "small and attractive" assets. However, it is
recommended that, at a minimum, all weapons, regardless of cost, and assets with a unit cost of $1,000
or more be tracked. These assets include, but are not limited to:
Communications equipment (audio and video)
Optical devices (binoculars, infrared viewers, range finders)
Cameras and photographic projection equipment
Personal computers, laptops, notebooks, and cell phones
Data processing equipment and components (scanners, data displays, etc.)
Radios, televisions, and video/audio recorders
Power tools
If resources allow, an inventory of tracked assets, particularly critical capital assets, should be completed
annually. The Minnesota Office of the State Auditor recommends performing a full inventory at least
once every five years. Any discrepancies identified during the inventory process must be reported to the
Finance Director within 30 days.
It is the responsibility of every City employee to use property only for City purposes and exercise
reasonable care for its safekeeping.
Transfer or Disposal of Assets
The City will dispose of capital assets that are no longer needed, obsolete, or beyond repair.
Departments should regularly review their inventory and dispose of equipment deemed unnecessary or
obsolete within 12 months. This helps to minimize storage costs, avoid the accumulation of unnecessary
assets, and maintain accurate financial records.
Before disposing of any capital assets, departments must first obtain approval from the City Council.
After receiving Council approval, the department responsible for the asset must report the disposal to
the Finance Department within 30 days to ensure proper documentation in the fixed asset system.
Surplus capital assets that are suitable for sale must be sold through a public auction or a sealed bid
process. Assets not suitable for sale may be disposed of by following legal requirements for disposal. In
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all instances, the City shall comply with applicable Minnesota Statutes regarding the disposal and sale of
capital assets.
The disposition of capital assets purchased with Federal grant funds must adhere to the specific
guidelines of the grant, including the duration the asset must remain under the City's ownership and the
disposal of any proceeds from the sale.
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REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: Samantha Hazelrigg, Human Resources Manager
Department: HR
Subject: Assistant City Administrator Job Description Update
Meeting: Regular Council - Feb 17 2026
INTRODUCTION:
City Assistant the position, Resources Manager the of creation the With Human
Administrator no longer actively conducts day-to-day Human Resources activities. As such,
the position job description should be updated.
DISCUSSION:
While the Assistant City Administrator (ACA) still oversees the Human Resources Division, the
creation has day-to-day the removed position the Resources Human of Manager
responsibilities from the position. This change is allowing the ACA to shift focus to leading
organizational development initiatives to strengthen leadership, workforce engagement,
and in operational effectiveness while continuing to support the City Administrator
managing daily municipal operations and implementing City Council policies and
priorities, overseeing special projects, and coordinating Human Resources,
Communications, City Clerk, Liquor Operations, and Reception.
The attached updated job description reflects these changes.
ACTION REQUESTED:
Approve the updated Assistant City Administrator job description.
ATTACHMENTS:
Assistant City Administrator - February 2026
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CITY OF FARMINGTON, MN
CLASS SPECIFICATION
CLASS SPECIFICATION TITLE: ASSISTANT CITY ADMINISTRATOR
1
BAND GRADE SUBGRADE FLSA STATUS:
D 6 2 Exempt
CLASS SUMMARY:
The Assistant City Administrator supports the City Administrator in managing daily municipal operations,
overseeing special projects, and implementing City Council policies. This role oversees and coordinates
Human Resources, Communications, City Clerk, Liquor Operations, and Reception to ensure efficient,
compliant, and customer-focused services. A key responsibility is leading organizational development
initiatives to strengthen leadership, workforce engagement, and operational effectiveness. The position
supports budget development, strategic planning, and cross-departmental projects, and represents the City
Administrator as assigned. The Assistant City Administrator serves as the City’s Chief Administrative Officer
in the absence of the City Administrator.
TYPICAL CLASS ESSENTIAL DUTIES: (These duties are a representative sample; position assignments may
vary.)
1.
2.
3.
4.
5.
6.
7.
8.
Assists the City Administrator in the overall administration of city affairs, policies, programs and
public relations; prepares and monitors budgets for the City Council, Administration, Human
Resources, City Clerk, Elections, Communications, Municipal Liquor, and general government;
assists in research, community relations, and special projects; serves as City Administrator in their
absence; prepares and presents information to City Council, advisory committees, citizens and/or
staff as needed.
Manages Human Resources, Communications, Liquor Operations, Reception, and City Clerk
areas. Oversees operations while assisting staff to act consistently with council’s strategic goals
and best practices.
Leads organizational development initiatives to strengthen leadership, workforce engagement,
and operational effectiveness.
Reviews and analyzes state and federal laws, rules and regulations related to employment, safety
and labor relations to determine applicability and actions necessary for compliance and to reduce
liability. Explains laws and regulations to management staff and employees.
Assigns, leads, trains, and reviews the work of department staff; provides rewards and discipline;
coaches, counsels, and evaluates staff performance; develops staff schedules; ensures deadlines
for the department are met; develops and achieves high performance and strategic objects for the
department; supervises daily operations.
In coordination with the Human Resources Managers, provides recommendations on hiring,
terminating, promoting/demoting, and suspensions of City staff to City Administrator and
managerial staff;
Participates in commissions, committees, and community groups;
serves as Farmington Cable Commissioner, and leads and/or serves
on various internal committees.
Performs other duties and assumes other responsibilities as
apparent or as delegated.
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CITY OF FARMINGTON, MN
CLASS SPECIFICATION
CLASS SPECIFICATION TITLE: ASSISTANT CITY ADMINISTRATOR
2
Training and Experience (positions in this class typically require):
• Bachelor’s degree in Public Administration, Human Resources, Business Administration, Organizational
Development, or a degree in a related field.
• Five years of related experience in the public sector or equivalent.
• Three years of supervisory experience.
• Or, an equivalent combination of education and experience sufficient to successfully perform the duties
listed above.
• A valid driver’s license.
Preferred Qualifications: Master’s degree in Public Administration, Business Administration, Human
Resources, Organizational development, Industrial Relations or related field; minimum of five years of
supervisory experience.
Knowledge, Skills and Abilitues (position requirements at entry):
• Ability to demonstrate integrity, ingenuity and inventiveness in the performance of assigned tasks;
• Ability to maintain highest confidentiality when dealing with sensitive or private information.
• Thorough knowledge of the principles and practices of human resources and considerable knowledge of
public administration.
• Throrough knowledge of city objectices, procedures and organization.
• Excellent public education/presentation skills.
• Considerable skill in interpersonal communication as applied to interaction with City staff, subordinates,
labor union representatives, coworkers, supervisor, the general public, etc.
• Considerable ability to provide leadership which promotes collaboration, innovation, and a spirit of
teamwork that fosters individual and organizational growth.
• Ability to learn and effectively use multiple types of software such as Microsoft products, recruitment and
hiring software, performance management software and records management software.
• Ability to handle stress and/or stressful situations.
• Ability to handle conflict and uncertain situations.
• Ability to establish and maintain effective working relationships with officials, subordinates and other
employees, including the general public.
• Ability to problem-solve challenges and issues faced.
• Ability to work in a fast-paced environment with many interruptions.
• Ability to look at all angles, perceive potential problems and handle details.
Physical Requirements:
Positions in this class typically require: standing, walking, pushing, pulling, lifting, reaching, fine motor skills,
grasping, feeling, talking, hearing, seeing and repetitive motions. Position occasioanlly requires balancing,
stooping, kneeling or crouching,
Sedentary Work: Exerting up to 10 pounds of force occasionally and/or a negligible amount of force
frequently or constantly to lift, carry, push, pull or otherwise move objects, including the human body.
Sedentary work involves sitting most of the time. Jobs are sedentary if walking and standing are required
only occasionally and all other sedentary criteria are met.
NOTE:
The above job description is intended to represent only the key areas of responsibilities; specific position
assignments will vary depending on the business needs of the department.
Classification History:
Draft prepared by City of Farmington
Date: 03/29/2022, 02/17/2026
Page 87 of 276
REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: Samantha Hazelrigg, Human Resources Manager
Department: HR
Subject: Staff Approvals & Recommendations
Meeting: Regular Council - Feb 17 2026
INTRODUCTION:
Staff recommends the following:
Appointment of Keaton Reuben as Police Sergeant.
DISCUSSION:
Staff is excited to present the appointment of Keaton Reuben as Police Sergeant. Keaton
currently serves as a Police Officer with the Farmington Police Department and has served
the Department since 2017.
BUDGET IMPACT:
Included in the 2026 budget.
ACTION REQUESTED:
Approve the appointment of Keaton Reuben as Police Sergeant.
Page 88 of 276
REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: Kellee Omlid, Parks & Recreation Director
Department: Parks & Recreation
Subject: Agreement with Cool Air Mechanical, Inc. for Relief Valve Replacement at
Schmitz-Maki Arena
Meeting: Regular Council - Feb 17 2026
INTRODUCTION:
The Schmitz-Maki Arena’s (Arena) refrigeration system uses ammonia and includes thirteen
(13) relief valves. Ammonia relief valves are required to be replaced every five (5) years to
ensure safe and reliable operation.
DISCUSSION:
Ammonia relief valves, also referred to as pressure relief valves, are critical components of
ice-making refrigeration systems. They prevent catastrophic equipment failure by
automatically releasing excess pressure, protecting the system from over-pressurization.
These valves help maintain system stability by allowing compressed ammonia gas to vent
safely and are often connected to emergency, automated shutdown systems.
Relief valves are installed in various sections of the refrigeration system. If the valves do not
function properly, pressure can build up, potentially resulting in equipment failure or, in
extreme cases, fire or other safety hazards.
Cool Air Mechanical’s proposal includes the supply and installation of thirteen (13) new
relief valves, as well as the proper disposal of the existing valves. The full proposal is
included in the attached Agreement as Exhibit A.
The relief valves at the Arena were last replaced in January 2021. Cool Air Mechanical
performed that work and is, therefore, very familiar with the Arena’s refrigeration system.
BUDGET IMPACT:
The total cost to replace the ammonia relief valves is $7,240. This expense will be funded
through the Parks and Recreation Department’s approved budget for Ice Arena
Operations Expense.
Page 89 of 276
ACTION REQUESTED:
Approve the attached Agreement with Cool Air Mechanical, Inc. to replace the ammonia
relief valves at the Schmitz-Maki Arena.
ATTACHMENTS:
2026 Cool Air Mechanical Agreement Signed
Page 90 of 276
______________________,
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17.WAIVER. In the particular event that either party shall at any time or times waive any
breach of this Contract by the other, such waiver shall not constitute a waiver of any other or any
succeeding breach of this Contract by either party, whether of the same or any other covenant, condition, or obligation.
18.GOVERNING LAW. The Jaws of the State of Minnesota govern the interpretation of
this Contract.
19.SEVERARILITY. lf any provision, term, or condition of this Contract is found to be
or become unenforceable or invalid, it shall not effect the remaining provisions, terms, and conditions
of this Contract, unless such invalid or unenforceable provision, term, or condition renders this
Contract impossible to perform. Such remaining terms and conditions of the Contract shall continue in
foll force and effect and shall continue to operate as the pa,ties' entire contract. 20.ENTIRE AGREEMENT. This Contract represents the entire agreement of the parties
and is a final, complete, and all-inclusive statement of the terms thereof, and supersedes and terminates
any prior agrcement(s), understandings, or written or verbal representations made between the parties
with respect thereto.
21.TERMINATION. This Agreement may be terminated by the City for any reason or
for convenience upon written notice to the Contractor. ln the event of termination, the City shall be
obligated to the Contractor for payment of amounts due and owing for materials provided or for
services performed or fi1rnished to the date and time of termination.
Dated: 2026 -----� CITY OF FARMINGTON By: ___________ _ Nicholas Lien, Acting Mayor
By: ___________ _ Shirley R Buecksler, City Clerk
Dated: ht> ..J , 2026
NICAL, INC.
5
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Page 97 of 276
REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: Kellee Omlid, Parks & Recreation Director
Department: Parks & Recreation
Subject: Donation from Happy Harry’s Furniture to the Rambling River Center
Meeting: Regular Council - Feb 17 2026
INTRODUCTION:
A donation was recently made to the Rambling River Center (RRC) by Happy Harry’s
Furniture.
DISCUSSION:
A donation in the amount of $119.90 was recently made by Happy Harry’s Furniture to the
RRC. The donation was made through a program created in 2011 in which a customer of
Happy Harry’s Furniture can select a charity of their choice to receive a donation when
merchandise is purchased from the store. Then 10% from the sale to the customer is
donated to the charity. The RRC is one of the charities that can be selected by customers.
With these donations, Happy Harry’s Furniture has donated a total of $17,976.13 to the RRC
since the program’s inception. This partnership with Happy Harry’s Furniture has been very
beneficial over the long term given the funds that have been donated to the RRC.
The donation has been deposited into the RRC Capital Improvement Fund to fund future
building improvements and/or purchase new equipment and furniture.
Staff will communicate the City’s appreciation on behalf of the City Council to Happy
Harry’s Furniture for their generous donation to the RRC.
ACTION REQUESTED:
Adopt Resolution 2026-016 Accepting a Donation of $119.90 from Happy Harry’s Furniture
to the Rambling River Center.
ATTACHMENTS:
2026-016 Accepting $119.90 from Happy Harry's Furniture
Page 98 of 276
CITY OF FARMINGTON
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2026-016
A RESOLUTION ACCEPTING
A DONATION OF $119.90 FROM HAPPY HARRY’S FURNITURE
TO THE RAMBLING RIVER CENTER
WHEREAS, the City of Farmington 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, as allowed by law; and
WHEREAS, the following persons and entities have offered to contribute to the City:
Happy Harry’s Furniture has donated $119.90 to the Rambling River Center
; and
WHEREAS, it is in the best interest of the City to accept this donation.
NOW, THEREFORE, BE IT RESOLVED that Acting Mayor Lien and the Farmington
City Council hereby accept with gratitude the generous donation of $119.90 from Happy Harry’s
Furniture to the Rambling River Center.
Adopted by the City Council of the City of Farmington, Minnesota, this 17th day of February 2026.
ATTEST:
____________________________ ______________________________
Nicholas Lien, Acting Mayor Shirley R Buecksler, City Clerk
Page 99 of 276
REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: Kellee Omlid, Parks & Recreation Director
Department: Parks & Recreation
Subject: First Amendment to Joint Powers Agreement with Dakota County for
Communities for All Initiative Funding
Meeting: Regular Council - Feb 17 2026
INTRODUCTION:
At the September 2, 2025 City Council meeting, the Council approved a Joint Powers
Agreement (JPA) with Dakota County for Communities for All (CFA) funding and accepted
the $16,000 CAF grant for the adult changing station at the Rambling River Center.
DISCUSSION:
In May 2025, the City of Farmington Parks and Recreation Department (City) submitted a
Letter of Interest for Dakota County's Communities for All Initiative, a program dedicated to
fostering initiative The abilities. all of spaces for welcoming inclusive, more residents
supports cities, businesses, and organizations in creating environments where everyone
can fully participate whether through consultation, education, or small modifications that
make a big impact.
The City requested $16,000 to cover the purchase and installation of an adult changing
station to be installed in the newly constructed restroom adjacent to the banquet room.
The costs submitted in the Letter of Interest included the following estimates:
• Adult changing station: $10,226
• Required electrical work: $5,300
• Installation: $474
In July 2025, Staff were notified that the City had been awarded $16,000 in reimbursable
funding through the Communities for All micro-grant program for this project.
At the time of application, CM Construction Company, Inc. estimated installation costs to
be approximately $400 - $600.
The installation requires marine board to be securely attached to the block wall using
Page 100 of 276
specific fasteners capable of supporting a load up to 500 pounds. Due to these structural
requirements, the installation is more complex than originally anticipated. City Staff do not
have the specialized expertise required to complete the installation in accordance with
the manufacturer’s specifications. As a result, Staff requested a formal installation proposal
from CM Construction Company, Inc., which submitted a proposal in the amount of
$6,600.
This cost exceeded the amount originally requested and was awarded for installation
through the Communities for All micro-grant program. Thus, City Staff contacted Dakota
County’s CFA Program Coordinator to inquire about additional funding to assist with the
increased installation costs. The CFA review committee agreed to fund the additional
unanticipated installation expenses in the amount of $6,126, bringing the total
reimbursable grant funding to $22,126.
The attached First Amendment to the JPA reflects the additional funding for the adult
changing station and installation.
The City Attorney reviewed the First Amendment to the JPA and found it acceptable.
BUDGET IMPACT:
The CFA grant will now provide $22,126 in reimbursable funding for the purchase and
installation of the adult changing station and associated electrical work.
ACTION REQUESTED:
Approve the attached First Amendment to the Joint Powers Agreement with Dakota
County for the Communities for All Initiative funding.
ATTACHMENTS:
First Amendment to the JPA Communities for all Funding
Page 101 of 276
DC Contract #CLA20779.1
City of Farmington - #CLA20779.1 Page 1 CS_AMEND GPB (Rev. 10-24)
FIRST AMENDMENT
TO THE JOINT POWERS AGREEMENT BETWEEN
THE COUNTY OF DAKOTA AND
AND CITY OF FARMINGTON
FOR COMMUNITIES FOR ALL INCLUSION INITIATIVE
WHEREAS, effective September 10, 2025 (Effective Date from original contract), the County of Dakota, by and
through its Social Services Department, (“County”), and City of Farmington, 430 Third St., Farmington, MN 55024
(“Contractor”), entered into a Contract for the provision of services related to Communities For All Inclusion
Initiative (“the Contract”); and
WHEREAS, the parties desire to amend the Contract; and
WHEREAS, the Contract provides that any amendments shall be valid only when in writing and signed by Authorized
Representatives of the parties.
ACCORDINGLY, the parties agree to amend the Contract to increase the Total Cost as follows:
1.Section 4, County Obligations, of the Contract is hereby amended to read as follows:
The County agrees to reimburse the City in an amount not to exceed $22,126.00 for costs incurred
in performing services fulfilling the Purpose described above from the Effective Date through
August 31, 2026.
2.Exhibit 3, Service Grid, of the Contract is hereby replaced with Exhibit 3, Service Grid-Revised, and is
otherwise amended or terminated in accordance with law or the terms of the Contract.
3.All other terms of the Contract between County and Contractor shall remain in full force and effect unless
otherwise amended or terminated in accordance with law or the terms of the Contract.
4.If any provision of this Amendment conflicts with the any provision of the Contract, or an earlier
Amendment, the conflicting provision of this Amendment prevails.
ELECTRONIC SIGNATURES
EACH PARTY AGREES THE ELECTRONIC SIGNATURES OF THE PARTIES INCLUDED IN THIS CONTRACT ARE INTENDED TO
AUTHENTICATE THIS WRITING AND TO HAVE THE SAME FORCE AND EFFECT AS WET INK SIGNATURES.
IN WITNESS WHEREOF, the parties have executed this Amendment to the Contract on the dates indicated below.
IN WITNESS WHEREOF, the parties have executed this Agreement on the dates indicated below.
Page 102 of 276
DC Contract #CLA20779.1
City of Farmington - #CLA20779.1 Page 2 CS_AMEND GPB (Rev. 10-24)
COUNTY OF DAKOTA
By:
Title: Director Community Services
County Board Res No. 26- Date:
Dakota County Contract #CLA20779.1
Dakota County KS 26-___
CITY OF FARMINGTON
By:
Title: Acting Mayor
Date:
By:
Title: City Clerk
Date:
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DC Contract #CLA20779.1
City of Farmington - #CLA20779.1 Page 3 CS_AMEND GPB (Rev. 10-24)
Communities For All Project: City of Farmington
Partnership to Build Inclusive Communities
Service Location: Dakota County, City of Farmington
Purpose
The purpose of this project is to advance the objectives of the Communities for All initiative. This
project category is:
☐ Training
☐ Technical Assistance
☒ Microgrants
☐ Communications & Marketing
Increase inclusion for adults and youth with and without disabilities, as well as the broader
community in Dakota County by adding accessible features to public spaces in the City of Farmington.
REVISED February 2, 2026
In May 2025, the City of Farmington Parks and Recreation Department applied to Dakota
County’s Communities for All Initiative for $16,000 to purchase and install an electric adult
changing station at the Rambling River Center. The City was awarded $16,000 in reimbursable
funding in July 2025.
The original cost estimates included $10,226 for the changing station, $5,300 for electrical
work, and $474 for installation, based on an initial installation estimate of $400–$600. City staff
later determined the installation required specialized expertise and structural reinforcement to
support up to 500 pounds. A formal proposal from CM Construction Company, Inc. identified
installation costs of $6,600.
Communities for All Review Committee has approved an additional $6,126 for installation
costs.
Target Group
Residents of Dakota County
Goals
Advance Physical Accessibility in Public Spaces
Equip community recreation facilities with adaptive tools, such as adult-sized changing tables, to
ensure individuals with physical disabilities can access, use, and enjoy public amenities with dignity
and independence.
Foster Belonging and Dignity for All Community Members
Reduce isolation and exclusion by removing barriers to participation, empowering individuals with
disabilities to engage more fully in recreational, cultural, and social activities throughout Farmington.
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DC Contract #CLA20779.1
City of Farmington - #CLA20779.1 Page 4 CS_AMEND GPB (Rev. 10-24)
Lead by Example in Building Inclusive Community Infrastructure
Position Farmington as a leader in accessibility and inclusion by intentionally designing spaces and
programs that reflect the diverse needs of all residents, modeling equity, empathy, and respect as
cornerstones of civic engagement.
Service Expectations
Procure and Install Inclusive Equipment
• Purchase and install an adult-sized universal changing table in the Rambling River Community
Center in the City of Farmington.
Maintain Accessibility of Installed Resources
• Ensure that all newly installed equipment remains functional, clean, and accessible to the
public.
Promote Awareness and Use of Inclusive Resources
• Promote awareness of these new inclusive tools through city communication channels (social
media, flyers, website).
• Train relevant staff and volunteers on the purpose and use of the inclusive resources.
Engage the Community
• Gather community feedback, particularly from individuals with disabilities and their families, to
inform the effectiveness of the resource.
• Respond to feedback and adjust to improve inclusion and participation.
Comply with Project Oversight and Reporting Requirements
• Collaborate with Dakota County staff to ensure transparency, timely updates, and alignment
with county-wide inclusion goals.
• Submit project updates and required reports, including documentation of equipment
purchases, installation photos, and use feedback.
Provider Collaboration
• Provider will attend grant meetings to share progress, discuss challenges, and align efforts.
Attendance ensures transparency, accountability, and opportunities for collective problem-
solving. Additionally, providers will collaborate and communicate with one another regarding
their community outreach activities. This includes sharing insights, coordinating efforts to avoid
duplication, and identifying opportunities for partnership to maximize community impact.
Project Publicity
• Publicity regarding the subject matter of this contract must identify Communities for All, Dakota
County, and the Minnesota Department of Human Services as the sponsoring agencies. All
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DC Contract #CLA20779.1
City of Farmington - #CLA20779.1 Page 5 CS_AMEND GPB (Rev. 10-24)
projects within the grant activities must include branding and marketing images for
Communities for All, the Minnesota Department of Human Services, and Dakota County.
Outcome Measures
Increased Accessibility of Public Spaces
• Measure: Number and type of inclusive resources installed
• Target: Installation of all requested.
• Evaluation Method: Pre- and post-installation inventory and photographic documentation.
Improved Community Participation by People with Disabilities
• Measure: Observed or reported use of inclusive equipment and resources by individuals with
disabilities.
• Target: Documented use of the installed resource at least once per month within six months of
implementation.
• Evaluation Method: Staff observation logs, user feedback forms, and informal surveys at events
or facilities.
Enhanced Community Awareness of Inclusion Tools
• Measure: Reach and engagement of communications promoting new inclusive features.
• Target: At least 500 community members reached via city newsletters, social media, signage,
or other outreach methods.
• Evaluation Method: Social media and newsletter metrics, flyer distribution logs, signage
placement confirmation.
Positive User Feedback
• Measure: Satisfaction and perceived benefit reported by users with disabilities and their
families.
• Target: 80% of respondents report that the new resources made spaces or events more
accessible and welcoming.
• Evaluation Method: Feedback collected through QR codes at facilities, online surveys, or in-
person interviews.
Staff and Volunteer Preparedness
• Measure: Number of staff and volunteers trained on the use and purpose of inclusive
resources.
• Target: 100% of front-facing staff and volunteers trained at locations where the new resource
is deployed.
• Evaluation Method: Training attendance logs and pre/post training knowledge checks
(optional).
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DC Contract #CLA20779.1
City of Farmington - #CLA20779.1 Page 6 CS_AMEND GPB (Rev. 10-24)
Reporting
1. Meet with Dakota County staff at the project's outset and as needed throughout the project.
2. Participate in a meeting with Dakota County staff at the conclusion of the grant period and
present outcomes of the project. Provide a written final report providing a summarization of the
data for the entire period of the grant. (see details of final report #4)
3. Submit all dated, itemized receipts for project purchases.
4. The service provider (Farmington Parks and Recreation) will be responsible for submitting
timely and complete reports to Dakota County to demonstrate progress, ensure accountability,
and support continuous improvement. Required reporting includes:
Initial Implementation Report
Due Date: Within 60 days of contract execution or upon installation of the first inclusive resource.
Contents:
• Timeline for procurement and installation of all proposed items.
• Confirmation of installation sites and schedule.
• Any initial barriers or adjustments to the implementation plan.
Mid-Project Progress Report
Due Date: Midway through the project term or 6 months after start, whichever comes first.
Contents:
• Status update on the inclusive equipment purchase and installation.
• Photos documenting the installed resource.
• Summary of community outreach or staff training conducted.
• Preliminary usage or feedback data (if available).
• Any revisions to the project timeline or budget.
Final Report
Due Date: Within 30 days of project completion or by the end of the contract period.
Contents:
• Confirmation that all funded items were purchased and installed.
• Final expenditure report including itemized budget and receipts.
• Summary of user feedback and community impact (quantitative and qualitative).
• Metrics tied to outcome measures (e.g., usage data, awareness outreach, training
completion).
• Reflections on successes, challenges, and recommendations for future inclusion efforts.
Ad Hoc Updates (if requested)
• Contents: Brief updates on installation delays, changes in resource location, or emerging
community needs related to accessibility.
• Due: As requested by Dakota County staff.
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DC Contract #CLA20779.1
City of Farmington - #CLA20779.1 Page 7 CS_AMEND GPB (Rev. 10-24)
County Responsibilities
1. Collaborative plan strategy and logistics for the successful execution of: The City of
Farmington Partnership to Build Inclusive Communities.
2. Schedule and attend all 1:1 project check-in meetings with the Contractor. The meeting will
occur: at the initiation and conclusion of the grant and as outlined in the Reporting Section.
3. Process invoices for the Contractor
4. Provide opportunities for the Contractor to provide feedback on the Communities for All
initiative.
Payment Limitations
The County will pay for services as follows:
(Revised Feb 2026) NTE $22,126 to equip the designated community space with
essential inclusive resources:
$22,126 for 1 adult-sized changing table and installation
Payment Source:
Workforce Shortage - DHS Grant Funds
Billing Procedures
a. Contractor shall, within 7 days after the end of the month, submit an invoice and request for
payment on an invoice form acceptable to the County.
b. The invoice shall include all expenses for the previous month and certify expenditures and
itemize (as applicable), 1) the date such services were provided, and 2) a general description of
the services provided.
c. Invoices shall be submitted to DeAnn Prouty at deann.prouty@CO.DAKOTA.MN.US
d. The County shall make payment to the Contractor within thirty-five (35) days of the date on
which the invoice is received, and services are accepted by the County.
e. If the invoice is incorrect, defective, or otherwise improper, the County will notify the Contractor
within ten (10) days of receiving the incorrect invoice. Upon receiving the corrected invoice
from the Contractor, the County will make payment within thirty-five (35) days.
f. The County will impose a 10% penalty for invoices received 30 days after the date that invoiced
services were performed. The County will impose a 20% penalty for invoices received 60 days
after the date that invoiced services were performed. The County will refuse payment on
invoices received 90 days after the date that the invoiced services were performed. Exceptions:
If the Contractor is billing MA or other third-party payers, the penalty on late billing does not
apply until six months have passed from the end date of the service. If it is anticipated that a bill
on a case will take longer than six months to resolve, the Contractor is to alert the County
Deputy Director. All bills for a calendar year must be submitted to the County by February 15 of
the following calendar year to receive reimbursement.
Page 108 of 276
REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: John Powell, Public Works Director
Department: Engineering
Subject: Professional Services Agreement with WSB for Staff Augmentation
Meeting: Regular Council - Feb 17 2026
INTRODUCTION:
Due to expected leave, the Water Resources Specialist position will not be staffed for
about of variety wide a has position late February. in beginning weeks 20 This
responsibilities, including the administration of the City's Municipal Separate Storm Sewer
System (MS4) permit with the MPCA. Other Public Works Staff will be absorbing some of the
position responsibilities, but additional assistance is needed in order to maintain regulatory
compliance. Staff is recommending a contract for professional services with WSB to
provide Staff Augmentation for environmental compliance services related to the City MS4
permit.
DISCUSSION:
The City does not have the internal staffing resources necessary to maintain compliance
with MS4 permit requirements during the expected leave. You may recall that we have
used consultants, including WSB, in the past to provide Staff augmentation for MS4
compliance and other services.
On February 21, 2023, the City Council approved the Consultant Pool for 2023-2027. WSB is one
of the firms in the Consultant Pool and has prepared the attached proposal based on discussions
with City Staff regarding our MS4 related engineering needs. All of this support will be
provided by WSB staff remotely. The lead staff will be Dan Perron, who has past experience
in Farmington and all the necessary training.
BUDGET IMPACT:
Work under this contract will be billed hourly. We have assumed the services will be
needed for 20 weeks, with an average of 20 hours per week. Using the stated hourly rate of
$142, the total contract will not exceed $56,800.
The services will be funded via a combination of any wage savings related to the
proposed leave, supplemented by the City Stormwater Fund.
Page 109 of 276
ACTION REQUESTED:
Approve the Professional Services Agreement with WSB for Staff Augmentation.
ATTACHMENTS:
021726 PSA WSB 2026 Staff Augmentation
Page 110 of 276
224345v1
PROFESSIONAL SERVICES AGREEMENT
This Professional Services Agreement (“Agreement”) is made this 17th day of February,
2026, by and between the CITY OF FARMINGTON, a Minnesota municipal corporation, whose
business address is 430 3rd St, Farmington, MN 55024 (hereinafter "City") and WSB LLC, a
Limited Liability Company, whose business address is 701 Xenia Avenue South, Suite 300,
Minneapolis, MN 55416 (hereinafter "Engineer").
PRELIMINARY STATEMENT
The City has adopted a policy regarding the selection and hiring of consultants to provide
a variety of professional services for City projects. That policy requires that persons, firms or
corporations providing such services enter into written agreements with the City. The purpose of
this Agreement is to set forth the terms and conditions for the provision of professional services
by Engineer for engineering services, hereinafter referred to as the "Work", and as outlined on
Exhibit “A” attached hereto.
IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES
AGREE AS FOLLOWS:
1. SCOPE OF SERVICES. The City retains Engineer to furnish the services set
forth on the attached Exhibit “A”. The Engineer agrees to perform the services. Engineer shall
provide all personnel, supervision, services, materials, tools, equipment and supplies and do all
things necessary and ancillary thereto specified on Exhibit “A”. The Work to be performed under
this Agreement shall be done under the review of a professional engineer licensed in the State of
Minnesota, who shall attest that the Work will be performed in compliance with all applicable
codes and engineering standards. The Work shall be performed in accordance with the Contract
Documents, which includes this Agreement and the attached Exhibits: Exhibit “A” – Scope of
Services, Exhibit “B” – Schedule of Payment and Fee Schedule. In the event any ambiguity or
conflict between the Contract Documents listed above, the order of precedence shall be the
following order: (i) this Agreement; (ii) Exhibit “A”, (iii) Exhibit “B”.
2. REPRESENTATIVES. City has designated John Powell, Public Works
Director/City Engineer (the “City Representative”), and the Engineer has designated Mark
Erichson, Director of Municipal Services (the “Engineer Representative”). The City
Representative and the Engineer Representative shall be available as often as is reasonably
necessary for reviewing the Services and Work to be performed.
3. COMPENSATION FOR SERVICES. Engineer shall be paid by the City for the
services described in Exhibit “A” on an hourly basis in accordance with the attached fee schedule,
Exhibit “B”, but not to exceed $56,800.00 inclusive of taxes and reimbursable costs.
A. Any changes in the scope of the Work which may result in an increase to the
compensation due the Engineer shall require prior written approval by the
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authorized representative of the City or by the City Council. The City will not pay
additional compensation for services that do not have prior written authorization.
B. Special Consultants may be utilized by the Engineer when required by the complex
or specialized nature of the Project and when authorized in writing by the City.
4. COMPLETION DATE/TERM. The Engineer must complete the Services by
August 31, 2026. This Agreement may be extended upon the written mutual consent of the parties
for such additional period as they deem appropriate, and upon the terms and conditions as herein
stated.
5. OWNERSHIP OF DOCUMENTS. All plans, diagrams, analyses, reports and
information generated in connection with the performance of the Agreement (“Information”) shall
become the property of the City, but Engineer may retain copies of such documents as records of
the services provided. The City may use the Information for its purposes and the Engineer also
may use the Information for its purposes. Use of the Information for the purposes of the project
contemplated by this Agreement does not relieve any liability on the part of the Engineer, but any
use of the Information by the City or the Engineer beyond the scope of the Project is without
liability to the other, and the party using the Information agrees to defend and indemnify the other
from any claims or liability resulting therefrom.
6. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services
hereunder, Engineer shall abide by all statutes, ordinances, rules, and regulations pertaining to the
provisions of services to be provided. Any violation of statutes, ordinances, rules, and regulations
pertaining to the Services to be provided shall constitute a material breach of this Agreement and
entitle the City to immediately terminate this Agreement. Engineer’s books, records, documents,
and accounting procedures and practices related to services provided to the City are subject to
examination by the legislative auditor or the state auditor, as appropriate, for a minimum of six
years.
7. STANDARD OF CARE. Engineer shall exercise the same degrees of care, skill,
and diligence in the performance of the Services as is ordinarily possessed and exercised by a
professional engineer under similar circumstances. Engineer shall be liable to the fullest extent
permitted under applicable law, without limitation, for any injuries, loss, or damages proximately
caused by Engineer’s breach of this standard of care. Engineer shall put forth reasonable efforts
to complete its duties in a timely manner. Engineer shall not be responsible for delays caused by
factors beyond its control or that could not be reasonably foreseen at the time of execution of this
Agreement. Engineer shall be responsible for costs, delays, or damages arising from unreasonable
delays in the performance of its duties. No other warranty, expressed or implied, is included in
this Agreement. City shall not be responsible for discovering deficiencies in the accuracy of
Engineer’s services.
8. INDEMNIFICATION. The Engineer shall defend, indemnify and hold harmless
the City, its officers, agents, and employees, of and from any and all judgments, claims, damages,
demands, actions, causes of action, including costs and attorney's fees paid or incurred resulting
from any breach of this Agreement by Engineer, its agents, contractors and employees, or any
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negligent or intentional act or omission performed, taken or not performed or taken by Engineer,
its agents, contractors and employees, relative to this Agreement. City will indemnify and hold
Engineer harmless from and against any loss for injuries or damages arising out of the negligent
acts of the City, its officers, agents, or employees.
9. INSURANCE.
a. General Liability. Prior to starting the Work, Engineer shall procure,
maintain, and pay for such insurance as will protect against claims or loss
which may arise out of operations by Engineer or by any subcontractor or
by anyone employed by any of them or by anyone for whose acts any of
them may be liable. Such insurance shall include, but not be limited to,
minimum coverages and limits of liability specified in this Paragraph, or
required by law.
b. Engineer shall procure and maintain the following minimum insurance
coverages and limits of liability for the Work:
Worker’s Compensation Statutory Limits
Employer’s Liability $500,000 each accident
$500,000 disease policy limit
$500,000 disease each employee
Commercial General Liability $2,000,000 property damage and bodily
injury per occurrence
$2,000,000 general aggregate
Comprehensive Automobile
Liability $1,000,000 combined single limit each
accident (shall include coverage for all
owned, hired and non-owed vehicles.)
Commercial General Liability requirements may be met through a combination of
umbrella or excess liability insurance.
The City shall be named as an additional insured on the general liability and
umbrella policies.
c. Professional Liability Insurance. In addition to the coverages listed above,
Engineer shall maintain a professional liability insurance policy in the amount of
$2,000,000. Said policy need not name the City as an additional insured.
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d. Engineer shall maintain “stop gap” coverage if Engineer obtains Workers’
Compensation coverage from any state fund if Employer’s liability coverage is not
available.
e. All policies, except the Worker’s Compensation Policy, Automobile Policy, and
Professional Liability Policy, shall name the “City of Farmington” as an additional
insured.
f. All policies, except the Professional Liability Policy, shall apply on a “per project”
basis.
g. All polices shall contain a waiver of subrogation in favor of the City.
h. All policies, except for the Worker’s Compensation Policy and the Professional
Liability Policy, shall be primary and non-contributory.
i. All polices, except the Worker’s Compensation Policy, shall insure the defense and
indemnity obligations assumed by Engineer under this Agreement.
j. Engineer agrees to maintain all coverage required herein throughout the term of the
Agreement and for a minimum of two (2) years following City’s written acceptance
of the Work.
k. It shall be Engineer’s responsibility to pay any retention or deductible for the
coverages required herein.
l. The Engineer’s policies and Certificate of Insurance shall contain a provision that
coverage afforded under the policies shall not be cancelled without at least thirty
(30) days advanced written notice to the City.
m. Engineer shall maintain in effect all insurance coverages required under this
Paragraph at Engineer’s sole expense and with insurance companies licensed to do
business in the state in Minnesota and having a current A.M. Best rating of no less
than A-, unless specifically accepted by City in writing and all insurance policies
shall be on ISO forms acceptable to the City.
n. A copy of the Engineer’s Certificate of Insurance which evidences the
compliance with this Paragraph, must be filed with City prior to the start of
Engineer’s Work. Upon request a copy of the Engineer’s insurance declaration
page, rider and/or endorsement, as applicable shall be provided. Such documents
evidencing insurance shall be in a form acceptable to City and shall provide
satisfactory evidence that Engineer has complied with all insurance requirements.
Renewal certificates shall be provided to City prior to the expiration date of any of
the required policies. City will not be obligated, however, to review such Certificate
of Insurance, declaration page, rider, endorsement, certificates, or other evidence
of insurance, or to advise Engineer of any deficiencies in such documents and
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receipt thereof shall not relieve Engineer from, nor be deemed a waiver of, City’s
right to enforce the terms of Engineer’s obligations hereunder. City reserves the
right to examine any policy provided for under this Agreement.
o. Effect of Engineer’s Failure to Provide Insurance. If Engineer fails to provide the
specified insurance, then Engineer will defend, indemnify, and hold harmless the
City, the City's officials, agents, and employees from any loss, claim, liability, and
expense (including reasonable attorney's fees and expenses of litigation) to the
extent necessary to afford the same protection as would have been provided by the
specified insurance. Except to the extent prohibited by law, this indemnity applies
regardless of any strict liability or negligence attributable to the City (including sole
negligence) and regardless of the extent to which the underlying occurrence (i.e.,
the event giving rise to a claim which would have been covered by the specified
insurance) is attributable to the negligent or otherwise wrongful act or omission
(including breach of contract) of Engineer, its subcontractors, agents, employees or
delegates. Engineer agrees that this indemnity shall be construed and applied in
favor of indemnification. Engineer also agrees that if applicable law limits or
precludes any aspect of this indemnity, then the indemnity will be considered
limited only to the extent necessary to comply with that applicable law. The stated
indemnity continues until all applicable statutes of limitation have run.
If a claim arises within the scope of the stated indemnity in section o, the City may require
Engineer to:
i. Furnish and pay for a surety bond, satisfactory to the City, guaranteeing
performance of the indemnity obligation; or
ii. Furnish a written acceptance of tender of defense and indemnity from Engineer's
insurance company.
Engineer will take the action required by the City within fifteen (15) days of receiving
notice from the City.
10. INDEPENDENT CONTRACTOR. The City hereby retains the Engineer as an
independent contractor upon the terms and conditions set forth in this Agreement. The Engineer
is not an employee of the City and is free to contract with other entities as provided herein.
Engineer shall be responsible for selecting the means and methods of performing the work.
Engineer shall furnish any and all supplies, equipment, and incidentals necessary for Engineer's
performance under this Agreement. City and Engineer agree that Engineer shall not at any time
or in any manner represent that Engineer or any of Engineer's agents or employees are in any
manner agents or employees of the City. Engineer shall be exclusively responsible under this
Agreement for Engineer's own FICA payments, workers compensation payments, unemployment
compensation payments, withholding amounts, and/or self-employment taxes if any such
payments, amounts, or taxes are required to be paid by law or regulation.
11. SUBCONTRACTORS. Engineer shall not enter into subcontracts for services
provided under this Agreement without the express written consent of the City. Engineer shall
comply with Minnesota Statute § 471.425. Engineer must pay subcontractor for all undisputed
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services provided by subcontractor within ten (10) days of Engineer’s receipt of payment from
City. Engineer must pay interest of 1.5 percent per month or any part of a month to subcontractor
on any undisputed amount not paid on time to subcontractor. The minimum monthly interest
penalty payment for an unpaid balance of $100 or more is $10.
12. ASSIGNMENT AND THIRD PARTIES. Neither party shall assign this
Agreement, nor any interest arising herein, without the written consent of the other party. Nothing
under this Agreement shall be construed to give any rights or benefits in this Agreement to anyone
other than the City and Engineer, and all duties and responsibilities undertaken pursuant to this
Agreement will be for the sole and exclusive benefit of the City and Engineer and not for the
benefit of any other party.
13. WAIVER. Any waiver by either party of a breach of any provisions of this
Agreement shall not affect, in any respect, the validity of the remainder of this Agreement.
14. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein.
This Agreement supersedes all oral agreements and negotiations between the parties relating to the
subject matter hereof as well as any previous agreements presently in effect between the parties
relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the
provisions of this Agreement shall be valid only when expressed in writing and duly signed by the
parties, unless otherwise provided herein.
15. CONTROLLING LAW AND VENUE. This Agreement shall be governed by
and construed in accordance with the laws of the State of Minnesota. All proceedings related to
this contract shall be venued in the Dakota County District Court.
16. COPYRIGHT. Engineer shall defend actions or claims charging infringement of
any copyright or patent by reason of the use or adoption of any designs, drawings, or specifications
supplied by it, and it shall hold harmless the City from loss or damage resulting therefrom.
17. RECORDS. The Engineer shall maintain complete and accurate records of time
and expense involved in the performance of services.
18. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Engineer must
comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it
applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created,
collected, received, stored, used, maintained, or disseminated by the Engineer pursuant to this
Agreement. Engineer is subject to all the provisions of the Minnesota Government Data Practices
Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it
were a government entity. In the event Engineer receives a request to release data, Engineer must
immediately notify City. City will give Engineer instructions concerning the release of the data to
the requesting party before the data is released. Engineer agrees to defend, indemnify, and hold
City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting
from Engineer’s officers’, agents’, partners’, employees’, volunteers’, assignees’, or
subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall
survive the cancellation or termination of this Agreement.
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19. TERMINATION. This Agreement may be terminated by City on thirty (30) days’
written notice delivered to Engineer at the address on file with the City. Upon termination under
this provision if there is no fault of the Engineer, the Engineer shall be paid for services rendered
and reimbursable expenses until the effective date of termination. If the City terminates the
Agreement because the Engineer has failed to perform in accordance with this Agreement, no
further payment shall be made to the Engineer, and the City may retain another engineer to
undertake or complete the work identified in Paragraph 1.
20. NON-DISCRIMINATION. During the performance of this Agreement, the
Engineer shall not discriminate against any employee or applicants for employment because of
race, color, creed, religion, national origin, sex, marital status, status with regard to public
assistance, disability, sexual orientation or age. The Engineer shall post in places available to
employees and applicants for employment, notices setting forth the provision of this non-
discrimination clause and stating that all qualified applicants will receive consideration for
employment. The Engineer shall incorporate the foregoing requirements of this paragraph in all
of its subcontracts for program work, and will require all of its subcontractors for such work to
incorporate such requirements in all subcontracts for program work. The Engineer further agrees
to comply with all aspects of the Minnesota Human Rights Act, Minnesota Statutes 363.01, et.
seq., Title VI of the Civil Rights Act of 1964, and the Americans with Disabilities Act of 1990.
21. SURVIVAL. All express representations, waivers, indemnifications, and
limitations of liability included in this Agreement will survive its completion or termination for
any reason.
22. SERVICES NOT PROVIDED FOR. Claims for services furnished by the
Engineer not specifically provided for herein shall not be honored by the City.
23. SEVERABILITY. The provisions of this Agreement are severable. If any portion
hereof is, for any reason, held by a court of competent jurisdiction to be contrary to law, such
decision shall not affect the remaining provisions of this Agreement.
24. CONFLICTS. No officer or salaried employee of the City and no member of the
Council of the City shall have a financial interest, direct or indirect, in this Agreement. The
violation of this provision renders the Agreement void.
25. NOTICES. Any notice required under this Agreement will be in writing, addressed
to the appropriate party at its address on the signature page and given personally, by facsimile, by
registered or certified mail postage prepaid, or by a commercial courier service. All notices shall
be effective upon the date of receipt.
26. WAIVER. A party’s non-enforcement of any provision shall not constitute a
waiver of that provision, nor shall it affect the enforceability of that provision or of the remainder
of this Agreement.
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27. COUNTERPARTS. This Agreement may be executed in multiple counterparts,
each of which shall be considered an original.
Dated: February 17, 2026 CITY: CITY OF FARMINGTON
By:
Nicholas Lien
Acting Mayor
By:
Shirley R Buecksler
City Clerk
Dated:__________________, 20___ ENGINEER: WSB LLC
By:
[print name]
Its:
[title]
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EXHIBIT “A”
SCOPE OF SERVICES
AND
EXHIBIT “B”
SCHEDULE OF PAYMENT AND FEE SCHEDULE
Page 119 of 276
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February 3, 2026
Mr. John Powell
City of Farmington
430 Third Street
Farmington, MN 55024
Re: Environmental Compliance Inspections for the City of Farmington
Dear Mr. Powell:
On behalf of WSB, I am pleased to submit this proposal to provide professional engineering
services as they relate to environmental compliance inspections of the active construction
projects in the City of Farmington, Minnesota.
PROJECT UNDERSTANDING
To ensure compliance with the City of Farmington’s City Code and their Municipal Separate
Storm Sewer System (MS4) Permit, active construction projects with no owner or contractor
obligation from the City of Farmington will be inspected based on the low priority and high priority
designation timeline as defined by the City of Farmington’s Procedures for Construction Site
Inspections. Once projects begin in which the City of Farmington has an owner obligation, sites
will be inspected at least once every seven (7) days and within 24 hours after a rain event greater
than 0.5 inches in 24 hours. In addition, with this type of observation, it is possible to
communicate items of concern and needs for correction in a timely manner to the project owners.
WSB is pleased to provide this proposal to complete the following scope of services:
Items Supplied by WSB
All necessary inspection equipment, including turbidity and pH meters. In addition, the
inspections will be documented with digital photography equipment aiding in the
communication of items to the project owner.
Personnel
A professional Environmental Compliance Specialist certified in the State of Minnesota
having successfully completed the comprehensive University of Minnesota construction
site inspection training course and trained in the City of Farmington’s MS4 standard
operating procedures. This Specialist will manage the inspection reports and forward any
results to the project owners, and any pertinent construction professionals.
Inspection
The inspection will be both visual and documented for NPDES compliance purposes.
Inspection will include checking for erosion, sediment accumulation, hazardous materials,
and Stormwater Pollution Prevention Plan documentation compliance. In addition, the
inspections will document perimeter controls, timeframes for grading and soil
stabilization, along with secondary containment needs for all hazardous materials located
on site.
Page 120 of 276
Mr. Powell
February 3, 2026
Page 2
Report
WSB will prepare an inspection report detailing the inspection results , using the City of
Farmington’s Survey 123 inspection application. The compliance deficiencies will be
documented with photographs to indicate deficiencies. All reports will be provided to
owners within 24 hours of inspection completion.
Key Deliverables
Original, signed and certified inspection reports in PDF format.
PROPOSED FEE
This proposal represents our complete understanding of the Municipal Separate Storm Sewer
System (MS4) Permit for the City of Farmington and the work needed to complete the tasks
associated with MS4 permit inspection and environmental compliance standards. The proposed
fee to provide the support services is calculated at an hourly rate of $142.00 for the duration of
2026, plus mileage to and from the project sites.
We appreciate the opportunity to share this proposal with you and look forward to working with
you on the City of Farmington’s construction projects. If you agree with the above proposal,
please sign below and return a copy of the proposal to me. Should you have any questions about
this proposal, please contact me at 612-749-2799 or kbonnell@wsbeng.com.
Sincerely,
WSB
Kory Bonnell
Director of Environmental Compliance
ACCEPTED BY: Mr. John Powell
Name
Title
Date
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REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: John Powell, Public Works Director
Department: Engineering
Subject: Professional Services Agreement with WSB for a Storm Water Asset
Management Program
Meeting: Regular Council - Feb 17 2026
INTRODUCTION:
With outstanding support from our GIS Specialist, Public Works has significantly expanded
our use of electronic data tracking, mapping, asset management, etc. We have also
implemented software, OpenGov the of and through management asset fleet use
recently transferred all of our pavement management data to OpenGov. Over the past
year or so, Public Works Staff have been considering options for tracking MS4 inspection
and The system. conveyance and ponding stormwater for data maintenance the
recommended tool for this purpose is the Storm Water Asset Management (SWAMP)
software supported by WSB which builds on our current GIS capabilities.
DISCUSSION:
Staff is very familiar with the SWAMP system, and several metro area communities have
used it for years to prioritize storm water pond maintenance and inspection activities. It
can easily be implemented in Farmington, as it has been used for much larger municipal
drainage systems. Once fully implemented, it will be a key tool in identifying projects for
inclusion in the City Capital Improvement Program (CIP).
As described in detail on the attached work scope, major tasks include:
Organizing and Formatting Input Parameters for SWAMP.
Developing and Launching a Version of SWAMP specific to Farmington's needs.
Inputting available As-builts, Grading Plans, and Bathymetric Surveys.
SWAMP also has an annual software subscription of $2,600 beginning in September of 2026.
The subscription includes web-based access to the application, server storage of City’s
program, application maintenance, and future software updates.
BUDGET IMPACT:
Inputting the necessary data, launching the software, and all other tasks described in the
work scope will be completed for a cost not to exceed $27,850. Included in this agreement
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is the initial software subscription cost of $2,600 for a total of $30,450. These initial costs, as
well as the future annual subscription fees will be funded via the Stormwater Fund.
ACTION REQUESTED:
Approve the Professional Services Agreement with WSB for a Storm Water Asset
Management Program
ATTACHMENTS:
021726 PSA WSB Stormwater Asset Management
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PROFESSIONAL SERVICES AGREEMENT
This Professional Services Agreement (“Agreement”) is made this 17th day of February,
2026, by and between the CITY OF FARMINGTON, a Minnesota municipal corporation, whose
business address is 430 3rd St, Farmington, MN 55024 (hereinafter "City") and WSB LLC, a
Limited Liability Company, whose business address is 701 Xenia Avenue South, Suite 300,
Minneapolis, MN 55416 (hereinafter "Engineer").
PRELIMINARY STATEMENT
The City has adopted a policy regarding the selection and hiring of consultants to provide
a variety of professional services for City projects. That policy requires that persons, firms or
corporations providing such services enter into written agreements with the City. The purpose of
this Agreement is to set forth the terms and conditions for the provision of professional services
by Engineer for engineering services, hereinafter referred to as the "Work", and as outlined on
Exhibit “A” attached hereto.
IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES
AGREE AS FOLLOWS:
1. SCOPE OF SERVICES. The City retains Engineer to furnish the services set
forth on the attached Exhibit “A”. The Engineer agrees to perform the services. Engineer shall
provide all personnel, supervision, services, materials, tools, equipment and supplies and do all
things necessary and ancillary thereto specified on Exhibit “A”. The Work to be performed under
this Agreement shall be done under the review of a professional engineer licensed in the State of
Minnesota, who shall attest that the Work will be performed in compliance with all applicable
codes and engineering standards. The Work shall be performed in accordance with the Contract
Documents, which includes this Agreement and the attached Exhibits: Exhibit “A” – Scope of
Services, Exhibit “B” – Schedule of Payment and Fee Schedule. In the event any ambiguity or
conflict between the Contract Documents listed above, the order of precedence shall be the
following order: (i) this Agreement; (ii) Exhibit “A”, (iii) Exhibit “B”.
2. REPRESENTATIVES. City has designated John Powell, Public Works
Director/City Engineer (the “City Representative”), and the Engineer has designated Mark
Erichson, Director of Municipal Services (the “Engineer Representative”). The City
Representative and the Engineer Representative shall be available as often as is reasonably
necessary for reviewing the Services and Work to be performed.
3. COMPENSATION FOR SERVICES. Engineer shall be paid by the City for the
services described in Exhibit “A” on an hourly basis in accordance with the attached fee schedule,
Exhibit “B”, but not to exceed $30,450.00 inclusive of taxes and reimbursable costs.
A. Any changes in the scope of the Work which may result in an increase to the
compensation due the Engineer shall require prior written approval by the
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authorized representative of the City or by the City Council. The City will not pay
additional compensation for services that do not have prior written authorization.
B. Special Consultants may be utilized by the Engineer when required by the complex
or specialized nature of the Project and when authorized in writing by the City.
4. COMPLETION DATE/TERM. The Engineer must complete the Services by
December 31, 2026. This Agreement may be extended upon the written mutual consent of the
parties for such additional period as they deem appropriate, and upon the terms and conditions as
herein stated.
5. OWNERSHIP OF DOCUMENTS. All plans, diagrams, analyses, reports and
information generated in connection with the performance of the Agreement (“Information”) shall
become the property of the City, but Engineer may retain copies of such documents as records of
the services provided. The City may use the Information for its purposes and the Engineer also
may use the Information for its purposes. Use of the Information for the purposes of the project
contemplated by this Agreement does not relieve any liability on the part of the Engineer, but any
use of the Information by the City or the Engineer beyond the scope of the Project is without
liability to the other, and the party using the Information agrees to defend and indemnify the other
from any claims or liability resulting therefrom.
6. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services
hereunder, Engineer shall abide by all statutes, ordinances, rules, and regulations pertaining to the
provisions of services to be provided. Any violation of statutes, ordinances, rules, and regulations
pertaining to the Services to be provided shall constitute a material breach of this Agreement and
entitle the City to immediately terminate this Agreement. Engineer’s books, records, documents,
and accounting procedures and practices related to services provided to the City are subject to
examination by the legislative auditor or the state auditor, as appropriate, for a minimum of six
years.
7. STANDARD OF CARE. Engineer shall exercise the same degrees of care, skill,
and diligence in the performance of the Services as is ordinarily possessed and exercised by a
professional engineer under similar circumstances. Engineer shall be liable to the fullest extent
permitted under applicable law, without limitation, for any injuries, loss, or damages proximately
caused by Engineer’s breach of this standard of care. Engineer shall put forth reasonable efforts
to complete its duties in a timely manner. Engineer shall not be responsible for delays caused by
factors beyond its control or that could not be reasonably foreseen at the time of execution of this
Agreement. Engineer shall be responsible for costs, delays, or damages arising from unreasonable
delays in the performance of its duties. No other warranty, expressed or implied, is included in
this Agreement. City shall not be responsible for discovering deficiencies in the accuracy of
Engineer’s services.
8. INDEMNIFICATION. The Engineer shall defend, indemnify and hold harmless
the City, its officers, agents, and employees, of and from any and all judgments, claims, damages,
demands, actions, causes of action, including costs and attorney's fees paid or incurred resulting
from any breach of this Agreement by Engineer, its agents, contractors and employees, or any
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negligent or intentional act or omission performed, taken or not performed or taken by Engineer,
its agents, contractors and employees, relative to this Agreement. City will indemnify and hold
Engineer harmless from and against any loss for injuries or damages arising out of the negligent
acts of the City, its officers, agents, or employees.
9. INSURANCE.
a. General Liability. Prior to starting the Work, Engineer shall procure,
maintain, and pay for such insurance as will protect against claims or loss
which may arise out of operations by Engineer or by any subcontractor or
by anyone employed by any of them or by anyone for whose acts any of
them may be liable. Such insurance shall include, but not be limited to,
minimum coverages and limits of liability specified in this Paragraph, or
required by law.
b. Engineer shall procure and maintain the following minimum insurance
coverages and limits of liability for the Work:
Worker’s Compensation Statutory Limits
Employer’s Liability $500,000 each accident
$500,000 disease policy limit
$500,000 disease each employee
Commercial General Liability $2,000,000 property damage and bodily
injury per occurrence
$2,000,000 general aggregate
Comprehensive Automobile
Liability $1,000,000 combined single limit each
accident (shall include coverage for all
owned, hired and non-owed vehicles.)
Commercial General Liability requirements may be met through a combination of
umbrella or excess liability insurance.
The City shall be named as an additional insured on the general liability and
umbrella policies.
c. Professional Liability Insurance. In addition to the coverages listed above,
Engineer shall maintain a professional liability insurance policy in the amount of
$2,000,000. Said policy need not name the City as an additional insured.
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d. Engineer shall maintain “stop gap” coverage if Engineer obtains Workers’
Compensation coverage from any state fund if Employer’s liability coverage is not
available.
e. All policies, except the Worker’s Compensation Policy, Automobile Policy, and
Professional Liability Policy, shall name the “City of Farmington” as an additional
insured.
f. All policies, except the Professional Liability Policy, shall apply on a “per project”
basis.
g. All polices shall contain a waiver of subrogation in favor of the City.
h. All policies, except for the Worker’s Compensation Policy and the Professional
Liability Policy, shall be primary and non-contributory.
i. All polices, except the Worker’s Compensation Policy, shall insure the defense and
indemnity obligations assumed by Engineer under this Agreement.
j. Engineer agrees to maintain all coverage required herein throughout the term of the
Agreement and for a minimum of two (2) years following City’s written acceptance
of the Work.
k. It shall be Engineer’s responsibility to pay any retention or deductible for the
coverages required herein.
l. The Engineer’s policies and Certificate of Insurance shall contain a provision that
coverage afforded under the policies shall not be cancelled without at least thirty
(30) days advanced written notice to the City.
m. Engineer shall maintain in effect all insurance coverages required under this
Paragraph at Engineer’s sole expense and with insurance companies licensed to do
business in the state in Minnesota and having a current A.M. Best rating of no less
than A-, unless specifically accepted by City in writing and all insurance policies
shall be on ISO forms acceptable to the City.
n. A copy of the Engineer’s Certificate of Insurance which evidences the
compliance with this Paragraph, must be filed with City prior to the start of
Engineer’s Work. Upon request a copy of the Engineer’s insurance declaration
page, rider and/or endorsement, as applicable shall be provided. Such documents
evidencing insurance shall be in a form acceptable to City and shall provide
satisfactory evidence that Engineer has complied with all insurance requirements.
Renewal certificates shall be provided to City prior to the expiration date of any of
the required policies. City will not be obligated, however, to review such Certificate
of Insurance, declaration page, rider, endorsement, certificates, or other evidence
of insurance, or to advise Engineer of any deficiencies in such documents and
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receipt thereof shall not relieve Engineer from, nor be deemed a waiver of, City’s
right to enforce the terms of Engineer’s obligations hereunder. City reserves the
right to examine any policy provided for under this Agreement.
o. Effect of Engineer’s Failure to Provide Insurance. If Engineer fails to provide the
specified insurance, then Engineer will defend, indemnify, and hold harmless the
City, the City's officials, agents, and employees from any loss, claim, liability, and
expense (including reasonable attorney's fees and expenses of litigation) to the
extent necessary to afford the same protection as would have been provided by the
specified insurance. Except to the extent prohibited by law, this indemnity applies
regardless of any strict liability or negligence attributable to the City (including sole
negligence) and regardless of the extent to which the underlying occurrence (i.e.,
the event giving rise to a claim which would have been covered by the specified
insurance) is attributable to the negligent or otherwise wrongful act or omission
(including breach of contract) of Engineer, its subcontractors, agents, employees or
delegates. Engineer agrees that this indemnity shall be construed and applied in
favor of indemnification. Engineer also agrees that if applicable law limits or
precludes any aspect of this indemnity, then the indemnity will be considered
limited only to the extent necessary to comply with that applicable law. The stated
indemnity continues until all applicable statutes of limitation have run.
If a claim arises within the scope of the stated indemnity in section o, the City may require
Engineer to:
i. Furnish and pay for a surety bond, satisfactory to the City, guaranteeing
performance of the indemnity obligation; or
ii. Furnish a written acceptance of tender of defense and indemnity from Engineer's
insurance company.
Engineer will take the action required by the City within fifteen (15) days of receiving
notice from the City.
10. INDEPENDENT CONTRACTOR. The City hereby retains the Engineer as an
independent contractor upon the terms and conditions set forth in this Agreement. The Engineer
is not an employee of the City and is free to contract with other entities as provided herein.
Engineer shall be responsible for selecting the means and methods of performing the work.
Engineer shall furnish any and all supplies, equipment, and incidentals necessary for Engineer's
performance under this Agreement. City and Engineer agree that Engineer shall not at any time
or in any manner represent that Engineer or any of Engineer's agents or employees are in any
manner agents or employees of the City. Engineer shall be exclusively responsible under this
Agreement for Engineer's own FICA payments, workers compensation payments, unemployment
compensation payments, withholding amounts, and/or self-employment taxes if any such
payments, amounts, or taxes are required to be paid by law or regulation.
11. SUBCONTRACTORS. Engineer shall not enter into subcontracts for services
provided under this Agreement without the express written consent of the City. Engineer shall
comply with Minnesota Statute § 471.425. Engineer must pay subcontractor for all undisputed
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services provided by subcontractor within ten (10) days of Engineer’s receipt of payment from
City. Engineer must pay interest of 1.5 percent per month or any part of a month to subcontractor
on any undisputed amount not paid on time to subcontractor. The minimum monthly interest
penalty payment for an unpaid balance of $100 or more is $10.
12. ASSIGNMENT AND THIRD PARTIES. Neither party shall assign this
Agreement, nor any interest arising herein, without the written consent of the other party. Nothing
under this Agreement shall be construed to give any rights or benefits in this Agreement to anyone
other than the City and Engineer, and all duties and responsibilities undertaken pursuant to this
Agreement will be for the sole and exclusive benefit of the City and Engineer and not for the
benefit of any other party.
13. WAIVER. Any waiver by either party of a breach of any provisions of this
Agreement shall not affect, in any respect, the validity of the remainder of this Agreement.
14. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein.
This Agreement supersedes all oral agreements and negotiations between the parties relating to the
subject matter hereof as well as any previous agreements presently in effect between the parties
relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the
provisions of this Agreement shall be valid only when expressed in writing and duly signed by the
parties, unless otherwise provided herein.
15. CONTROLLING LAW AND VENUE. This Agreement shall be governed by
and construed in accordance with the laws of the State of Minnesota. All proceedings related to
this contract shall be venued in the Dakota County District Court.
16. COPYRIGHT. Engineer shall defend actions or claims charging infringement of
any copyright or patent by reason of the use or adoption of any designs, drawings, or specifications
supplied by it, and it shall hold harmless the City from loss or damage resulting therefrom.
17. RECORDS. The Engineer shall maintain complete and accurate records of time
and expense involved in the performance of services.
18. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Engineer must
comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it
applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created,
collected, received, stored, used, maintained, or disseminated by the Engineer pursuant to this
Agreement. Engineer is subject to all the provisions of the Minnesota Government Data Practices
Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it
were a government entity. In the event Engineer receives a request to release data, Engineer must
immediately notify City. City will give Engineer instructions concerning the release of the data to
the requesting party before the data is released. Engineer agrees to defend, indemnify, and hold
City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting
from Engineer’s officers’, agents’, partners’, employees’, volunteers’, assignees’, or
subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall
survive the cancellation or termination of this Agreement.
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19. TERMINATION. This Agreement may be terminated by City on thirty (30) days’
written notice delivered to Engineer at the address on file with the City. Upon termination under
this provision if there is no fault of the Engineer, the Engineer shall be paid for services rendered
and reimbursable expenses until the effective date of termination. If the City terminates the
Agreement because the Engineer has failed to perform in accordance with this Agreement, no
further payment shall be made to the Engineer, and the City may retain another engineer to
undertake or complete the work identified in Paragraph 1.
20. NON-DISCRIMINATION. During the performance of this Agreement, the
Engineer shall not discriminate against any employee or applicants for employment because of
race, color, creed, religion, national origin, sex, marital status, status with regard to public
assistance, disability, sexual orientation or age. The Engineer shall post in places available to
employees and applicants for employment, notices setting forth the provision of this non-
discrimination clause and stating that all qualified applicants will receive consideration for
employment. The Engineer shall incorporate the foregoing requirements of this paragraph in all
of its subcontracts for program work, and will require all of its subcontractors for such work to
incorporate such requirements in all subcontracts for program work. The Engineer further agrees
to comply with all aspects of the Minnesota Human Rights Act, Minnesota Statutes 363.01, et.
seq., Title VI of the Civil Rights Act of 1964, and the Americans with Disabilities Act of 1990.
21. SURVIVAL. All express representations, waivers, indemnifications, and
limitations of liability included in this Agreement will survive its completion or termination for
any reason.
22. SERVICES NOT PROVIDED FOR. Claims for services furnished by the
Engineer not specifically provided for herein shall not be honored by the City.
23. SEVERABILITY. The provisions of this Agreement are severable. If any portion
hereof is, for any reason, held by a court of competent jurisdiction to be contrary to law, such
decision shall not affect the remaining provisions of this Agreement.
24. CONFLICTS. No officer or salaried employee of the City and no member of the
Council of the City shall have a financial interest, direct or indirect, in this Agreement. The
violation of this provision renders the Agreement void.
25. NOTICES. Any notice required under this Agreement will be in writing, addressed
to the appropriate party at its address on the signature page and given personally, by facsimile, by
registered or certified mail postage prepaid, or by a commercial courier service. All notices shall
be effective upon the date of receipt.
26. WAIVER. A party’s non-enforcement of any provision shall not constitute a
waiver of that provision, nor shall it affect the enforceability of that provision or of the remainder
of this Agreement.
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224345v1
27. COUNTERPARTS. This Agreement may be executed in multiple counterparts,
each of which shall be considered an original.
Dated: February 17, 2026 CITY: CITY OF FARMINGTON
By:
Nicholas Lien
Acting Mayor
By:
Shirley R Buecksler
City Clerk
Dated:__________________, 20___ ENGINEER: WSB LLC
By:
[print name]
Its:
[title]
Page 131 of 276
224345v1
EXHIBIT “A”
SCOPE OF SERVICES
AND
EXHIBIT “B”
SCHEDULE OF PAYMENT AND FEE SCHEDULE
Page 132 of 276
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November 17, 2025
Mr. John Powell, PE
Public Works Director/City Engineer
City of Farmington
430 Third St.
Farmington, MN 55024
Re: Proposal to Provide a Storm Water Asset Management Program (SWAMP) for the City of
Farmington
Dear Mr. Powell
We are pleased to present this work plan to develop and implement a Storm Water Asset
Management Program (SWAMP) for the City of Farmington. The SWAMP will be a valuable asset
in helping the City manage its storm water infrastructure.
BACKGROUND INFORMATION
Minimum Control Measures 5 and 6 of the MS4 permit require the City to complete the following:
• Standard operating procedure for inspections and maintenance of the basins contained in
the MS4 pond inventory.
• Pond assessments to determine the treatment effectiveness of stormwater basins within
the City.
• Annual inspections of all structural pollution control devices, such as trap manholes, grit
chambers, sumps, floatable skimmers and traps, separators, and other small settling or
filtering devices.
• Inspections of all MS4 outfalls, sediment basins, and ponds at a minimum once every
permit cycle.
WSB has met with the MPCA to review our approach (outlined below) to verify that it will meet the
MPCA’s requirements outlined in the NPDES permit. MPCA staff has indicated that the SWAMP
will satisfy the requirements listed above.
The City of Farmington contains numerous storm water BMPs and storm sewer infrastructure.
The task of inspecting and maintaining these items, as well as tracking the treatment efficiency of
these BMPs, is a significant commitment of staff time and a financially daunting task. To allow the
City to better manage its storm water system, annually allocate budget, and meet MS4
requirements, WSB proposes to develop a SWAMP by completing the following scope of
services.
Page 133 of 276
Mr. Powell
November 17, 2025
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Task 1 – Organize and Format Input Parameters for SWAMP
WSB will work with City staff to complete the following steps needed for the SWAMP:
• Identify the various stormwater basins and BMPs present within the City for incorporation
into the SWAMP
• Develop and define attributes for each basin which include:
o Facility type (pond, infiltration basin, storm water wetland, etc.)
o Storage volume of facility
o Treatment expectations
o Size of drainage area
▪ Drainage areas from the watershed districts will be utilized as a starting
point for the SWAMP delineations
o Imperviousness of drainage area
o Receiving water classification/sensitivity
o Impaired Waters and Waste Load Allocation status of approved TMDLs
o Anti-Degradation considerations
o BMP sensitivity analysis
o Field investigation process and results
o BMP age and historic maintenance activities completed
o Ownership (private vs. public)
o Access for maintenance
o Previously completed bathymetric data
• Identify Small BMP type (sumps, structural treatment devices, rain gardens, etc.) to be
included from existing GIS shapefiles.
o Maintenance cost
o Sediment Volume
o Inspection interval
• Identify the MS4 inlets and outlets (including outfalls) to be included from existing GIS
shapefiles.
Task 2 – Develop and Launch a Customized Version of SWAMP
WSB will utilize the information collected during Task 1 to develop an individually tailored
SWAMP using ArcGIS Server. This web application will be hosted by WSB. The web-based
SWAMP program will allow City employees to easily access information related to the City’s
storm water basins, complete and store survey records, and update information as needed.
Using the information stored in the database, SWAMP will allow the user to:
• Create a composite SWAMP score for each storm water basin. Composite scores can be
used by City staff to prioritize and budget inspection and maintenance activities.
• Calculate estimated annual treatment efficiencies and annual load reduction provided by
each stormwater basin for Total Phosphorus and Total Suspended Solids.
• Calculate the life cycle cost-benefit to help the City determine the value of performing
maintenance or improvement activities on any given storm water basin.
• Provide calculated responses regarding storm water basin maintenance activities (similar
to a pavement management program).
• Meet MS4 requirements for stormwater basin management.
• Track, schedule, and record MS4 visual pond (inlets/outlets) inspections, outfall
inspections, and structural BMP inspections.
Page 134 of 276
Mr. Powell
November 17, 2025
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Task 3 – As-builts, Grading Plans, and Bathymetric Surveys
This task includes customizing the SWAMP application for the City by inputting as-built
information, associated grading plans, and results from previously completed bathymetric
surveys. This information is not necessary to set up or use the app but helps customize the
application and avoid duplication of work and result in more accurate inspection and maintenance
forecasting.
Annual Subscription Fee
The SWAMP Web Application has an annual software subscription of $2,600 beginning in
September of 2026. This subscription includes access to the web application, cloud server
storage of City’s program, application maintenance, and future software updates.
WSB intends to keep the SWAMP current and relevant by providing program updates as
necessary. WSB will notify you when updates are being completed.
SUMMARY
The cost to complete Tasks 1-3 will be billed at an hourly not to exceed cost of $27,850. The Web
Application annual subscription cost of $2,600 will be billed at a lump sum cost, annually, starting
in September of 2026. We will start work immediately upon authorization and anticipate the
SWAMP application can be up and running within four (4) months of starting work.
Thank you for this opportunity to develop a SWAMP Web Application for the City of Farmington.
WSB is confident this assessment tool and inspection and maintenance prioritization program will
help guide City staff on the best use of funds to achieve the desired storm water benefits. If you
agree with the scope of services outlined above, please sign where indicated below and return
one copy to our office. If you should have any questions regarding this proposal, please contact
Bill at 952-388-4188.
Sincerely,
WSB
William Alms, PE
Principal of Water Resources
ACCEPTED BY:
City of Farmington
I hereby authorize an hourly not to exceed cost of $27,850 to set up the City of Farmington
SWAMP Web Application. In addition, I authorize an annual subscription fee of $2,600,
starting in September of 2026.
Name
Title
Date
Page 135 of 276
REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: John Powell, Public Works Director
Department: Engineering
Subject: Receive Bids and Award a Contract for the Devonshire Ave. & 206th Street
Pond Maintenance
Meeting: Regular Council - Feb 17 2026
INTRODUCTION:
This project involves maintenance of the stormwater pond located at the Devonshire
Avenue and 206th Street intersection. This includes inlet and outlet repairs, excavation of
sediment, installation of a sump catch basin, and restoration. On January 20, 2026, the City
Council authorized the advertisements for bids to complete this work.
DISCUSSION:
An advertisement for bids was posted in Finance & Commerce and the Dakota County
Tribune on January 23 and January 30, 2026, as well as on the QuestCDN website. Bids
were opened at 10 am on February 10, 2026. Seven (7) bids were received. The low bidder
is JC Hallet Construction, in the amount of $110,878. The Engineer's Opinion of Probable
Project complete A $157,735. was contingency, construction a including not Cost,
tabulation of bids is attached and is summarized below:
Contractor Bid Amount
JC Hallet Construction $110,878.00
Nadeau Companies $111,958.00
Veit & Company $118,096.03
Winberg Companies $134,409.34
Krueger Excavating Inc. $146,520.00
McNamara Contracting $159,813.50
New Look Contracting $173,745.50
The consultant's recommendation of award to JC Hallet is also attached.
BUDGET IMPACT:
The 2026-2030 Capital Improvement Plan includes a yearly allocation of $400,000 out of the
Stormwater Fund for Annual Storm Water Management Maintenance. The City's storm
water ponds need to function properly in order to properly treat incoming runoff, and to
Page 136 of 276
protect adjacent properties. Large storm water maintenance projects may occur over
multiple years from the initial study to the construction closeout. Based the low bid
received, the as contingency construction completing a assuming and $20,000
construction activity is highly weather dependent, the costs for this project are estimated
as follows:
Construction $110,878.00
Construction Contingency $ 20,000.00
Construction Total $130,878.00
Design $ 63,493.00
Construction administration, surveying, testing, permits, etc. $ 16,000.00
Total $210,371.00
For cost containment purposes, most of the on-site construction administration will be
provided by City Staff. Construction surveying and a limited amount of construction
support is planned to be provided by a consultant.
The low bid is about 29.7 percent lower than the Engineer's Opinion of Probable Project
Cost. In reviewing the bids, the primary reason was the estimated unit price for Muck
Excavation (Landfill Disposal) was significantly higher than all of the bids.
Public improvement contracts are based on estimated quantities of materials and work
types; the final contract amount can vary (increase or decrease) from the original amount.
Additionally, construction issues arise which require an immediate decision and cannot
wait for the next City Council meeting for formal approval. For these reasons, Staff is also
requesting approval the of 18% $20,000 of (about order change a of contingency
contract) be established as an aggregate of all change order increases with a maximum
amount of $20,000 allowed for any single change order increase without prior City Council
approval.
ACTION REQUESTED:
Staff recommends acceptance of the bids and award of a contract for construction of
the Devonshire Avenue & 206th Street Pond Maintenance to JC Hallet Construction in the
amount of their bid of $110,878.00 and authorize the Mayor and City Clerk to execute the
same. This includes approval of a change order contingency of $20,000 be established as
an aggregate of all change order increases, with a maximum amount of $20,000 allowed
for any single change order increase without prior City Council approval.
ATTACHMENTS:
25-07 Devonshire & 206th Pond Maintenance Bid Tabulation FINAL
25-07 Recommendation of Award
Page 137 of 276
BID TABULATION
Devonshire Avenue & 206th Street Pond Maintenance
City Project No. 25-07
Bid opening:2/10/2026 10:00 AM
City of Farmington
Item No.Item Description Unit Quantity Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension Unit Price Extension
1 Mobilization LS 1 14,500.00$ 14,500.00$ 10,000.00$ 10,000.00$ 12,000.00$ 12,000.00$ 23,280.00$ 23,280.00$ 11,451.00$ 11,451.00$ 23,573.00$ 23,573.00$ 10,000.00$ 10,000.00$ 23,500.00$ 23,500.00$
2 Remove Catch Basin EA 1 1,500.00$ 1,500.00$ 500.00$ 500.00$ 500.00$ 500.00$ 380.00$ 380.00$ 676.65$ 676.65$ 500.00$ 500.00$ 1,050.00$ 1,050.00$ 2,000.00$ 2,000.00$
3 Remove Outlet Structure EA 1 1,500.00$ 1,500.00$ 1,000.00$ 1,000.00$ 500.00$ 500.00$ 380.00$ 380.00$ 884.85$ 884.85$ 750.00$ 750.00$ 975.00$ 975.00$ 1,850.00$ 1,850.00$
4 Remove Wood Duck Houses and Posts EA 2 175.00$ 350.00$ 50.00$ 100.00$ 50.00$ 100.00$ 0.01$ 0.02$ 52.05$ 104.10$ 200.00$ 400.00$ 150.00$ 300.00$ 100.00$ 200.00$
5 Remove Outlet Pipe LF 21 50.00$ 1,050.00$ 10.00$ 210.00$ 30.00$ 630.00$ 28.00$ 588.00$ 15.62$ 327.92$ 30.00$ 630.00$ 35.00$ 735.00$ 48.00$ 1,008.00$
6 Remove Curb & Gutter LF 21 20.00$ 420.00$ 10.00$ 210.00$ 15.00$ 315.00$ 23.00$ 483.00$ 62.46$ 1,311.66$ 10.00$ 210.00$ 35.00$ 735.00$ 25.00$ 525.00$
7 Remove Bituminous Pavement SY 23 20.00$ 460.00$ 6.00$ 138.00$ 10.00$ 230.00$ 50.00$ 1,150.00$ 52.05$ 1,197.15$ 9.00$ 207.00$ 16.00$ 368.00$ 30.00$ 690.00$
8 Remove Trash Rack EA 1 75.00$ 75.00$ 200.00$ 200.00$ 50.00$ 50.00$ 166.00$ 166.00$ 520.50$ 520.50$ 500.00$ 500.00$ 275.00$ 275.00$ 250.00$ 250.00$
9 Remove FES EA 1 75.00$ 75.00$ 400.00$ 400.00$ 200.00$ 200.00$ 330.00$ 330.00$ 624.60$ 624.60$ 500.00$ 500.00$ 650.00$ 650.00$ 975.00$ 975.00$
10 Excavation - Common (Offsite) (EV) (P) CY 509 20.00$ 10,180.00$ 28.00$ 14,252.00$ 22.00$ 11,198.00$ 21.00$ 10,689.00$ 29.18$ 14,854.66$ 29.00$ 14,761.00$ 45.00$ 22,905.00$ 45.00$ 22,905.00$
11 Muck Excavation (EV) (P) - Management Level 2 (Landfill Disposal) CY 712 80.00$ 56,960.00$ 35.00$ 24,920.00$ 46.00$ 32,752.00$ 43.00$ 30,616.00$ 57.26$ 40,765.56$ 53.00$ 37,736.00$ 73.00$ 51,976.00$ 55.00$ 39,160.00$
12 Muck Excavation (EV) (P) - Management Level 1 (Offsite Disposal) CY 185 35.00$ 6,475.00$ 30.00$ 5,550.00$ 22.00$ 4,070.00$ 25.00$ 4,625.00$ 29.15$ 5,392.38$ 30.00$ 5,550.00$ 40.00$ 7,400.00$ 45.00$ 8,325.00$
13 Dewatering LS 1 17,500.00$ 17,500.00$ 2,500.00$ 2,500.00$ 4,000.00$ 4,000.00$ 0.01$ 0.01$ 3,123.00$ 3,123.00$ 5,000.00$ 5,000.00$ 7,000.00$ 7,000.00$ 16,500.00$ 16,500.00$
14 Bituminous Patching Mixture SY 23 100.00$ 2,300.00$ 220.00$ 5,060.00$ 152.00$ 3,496.00$ 83.00$ 1,909.00$ 145.74$ 3,352.02$ 435.00$ 10,005.00$ 210.00$ 4,830.00$ 290.00$ 6,670.00$
15 Curb & Gutter Design Surmountable LF 21 60.00$ 1,260.00$ 100.00$ 2,100.00$ 92.00$ 1,932.00$ 180.00$ 3,780.00$ 88.49$ 1,858.19$ 190.00$ 3,990.00$ 225.00$ 4,725.00$ 182.00$ 3,822.00$
16 15" RC Pipe Culvert Class V LF 15 150.00$ 2,250.00$ 80.00$ 1,200.00$ 100.00$ 1,500.00$ 165.00$ 2,475.00$ 109.31$ 1,639.58$ 74.00$ 1,110.00$ 250.00$ 3,750.00$ 150.00$ 2,250.00$
17 15" RC Pipe Apron EA 1 750.00$ 750.00$ 1,500.00$ 1,500.00$ 1,600.00$ 1,600.00$ 1,845.00$ 1,845.00$ 1,691.63$ 1,691.63$ 1,695.00$ 1,695.00$ 2,000.00$ 2,000.00$ 2,000.00$ 2,000.00$
18 Trash Guard for 15" Pipe Apron EA 1 300.00$ 300.00$ 1,000.00$ 1,000.00$ 1,300.00$ 1,300.00$ 990.00$ 990.00$ 1,582.32$ 1,582.32$ 1,210.00$ 1,210.00$ 1,400.00$ 1,400.00$ 1,025.00$ 1,025.00$
19 Trash Guard for 33" Pipe Apron EA 1 850.00$ 850.00$ 2,000.00$ 2,000.00$ 3,000.00$ 3,000.00$ 3,335.00$ 3,335.00$ 3,560.22$ 3,560.22$ 2,072.00$ 2,072.00$ 1,900.00$ 1,900.00$ 3,115.00$ 3,115.00$
20 Construct Drainage Structure Design: 72" Dia. Catch Basin w/ 4' Sump EA 1 12,500.00$ 12,500.00$ 16,000.00$ 16,000.00$ 9,300.00$ 9,300.00$ 10,800.00$ 10,800.00$ 13,413.29$ 13,413.29$ 13,013.00$ 13,013.00$ 11,000.00$ 11,000.00$ 13,895.00$ 13,895.00$
21 Construct Drainage Structure Design: 48" Dia. Outlet Control Structure EA 1 6,500.00$ 6,500.00$ 12,000.00$ 12,000.00$ 9,500.00$ 9,500.00$ 8,785.00$ 8,785.00$ 9,290.93$ 9,290.93$ 7,824.00$ 7,824.00$ 11,200.00$ 11,200.00$ 8,000.00$ 8,000.00$
22 Geotextile Filter Type IV SY 20 5.00$ 100.00$ 4.00$ 80.00$ 6.00$ 120.00$ 2.00$ 40.00$ 15.62$ 312.30$ 10.00$ 200.00$ 16.00$ 320.00$ 10.00$ 200.00$
23 Random Riprap CL. III CY 33 120.00$ 3,960.00$ 115.00$ 3,795.00$ 140.00$ 4,620.00$ 85.00$ 2,805.00$ 147.82$ 4,878.13$ 135.00$ 4,455.00$ 110.00$ 3,630.00$ 175.00$ 5,775.00$
24 Traffic Control LS 1 5,000.00$ 5,000.00$ 1,000.00$ 1,000.00$ 1,000.00$ 1,000.00$ 777.00$ 777.00$ 1,041.00$ 1,041.00$ 500.00$ 500.00$ 1,000.00$ 1,000.00$ 1,000.00$ 1,000.00$
25 Install Sign Type- Wetland Buffer EA 2 250.00$ 500.00$ 250.00$ 500.00$ 400.00$ 800.00$ 99.00$ 198.00$ 208.20$ 416.40$ 400.00$ 800.00$ 150.00$ 300.00$ 350.00$ 700.00$
26 Stabilized Construction Exit LS 1 2,000.00$ 2,000.00$ 500.00$ 500.00$ 1,500.00$ 1,500.00$ 2,035.00$ 2,035.00$ 957.72$ 957.72$ 4,000.00$ 4,000.00$ 1,500.00$ 1,500.00$ 1.00$ 1.00$
27 Storm Drain Inlet Protection EA 5 150.00$ 750.00$ 200.00$ 1,000.00$ 100.00$ 500.00$ 230.00$ 1,150.00$ 156.15$ 780.75$ 300.00$ 1,500.00$ 200.00$ 1,000.00$ 165.00$ 825.00$
28 Floatation Silt Curtain Type Still Water (Containment) LF 43 25.00$ 1,075.00$ 15.00$ 645.00$ 34.00$ 1,462.00$ 16.00$ 688.00$ 20.82$ 895.26$ 18.00$ 774.00$ 30.00$ 1,290.00$ 22.00$ 946.00$
29 Sediment Control Log Type Wood Fiber LF 41 4.00$ 164.00$ 3.00$ 123.00$ 3.00$ 123.00$ 4.00$ 164.00$ 15.62$ 640.22$ 3.00$ 123.00$ 5.00$ 205.00$ 12.00$ 492.00$
30 Rolled Erosion Prevention Category 20 SY 550 4.00$ 2,200.00$ 3.00$ 1,650.00$ 3.00$ 1,650.00$ 2.80$ 1,540.00$ 7.29$ 4,007.85$ 3.00$ 1,650.00$ 6.00$ 3,300.00$ 4.00$ 2,200.00$
31 Rolled Erosion Prevention Category 35 (DeKoWe 700) SY 47 13.00$ 611.00$ 5.00$ 235.00$ 5.00$ 235.00$ 17.00$ 799.00$ 15.62$ 733.91$ 4.00$ 188.00$ 15.00$ 705.00$ 17.00$ 799.00$
32 Seeding ACRE 0 8,000.00$ 2,000.00$ 1,500.00$ 375.00$ 1,700.00$ 425.00$ 2,800.00$ 700.00$ 6,246.00$ 1,561.50$ 2,000.00$ 500.00$ 2,750.00$ 687.50$ 4,250.00$ 1,062.50$
33 Seed Mixture MnDOT Seed Mix (SSW) @ 35 lbs/acre LB 27 60.00$ 1,620.00$ 5.00$ 135.00$ 50.00$ 1,350.00$ 22.00$ 594.00$ 20.82$ 562.14$ 22.00$ 594.00$ 26.00$ 702.00$ 40.00$ 1,080.00$
157,735.00$ 110,878.00$ 111,958.00$ 118,096.03$ 134,409.34$ 146,520.00$ 159,813.50$ 173,745.50$
$159,813.50 $173,745.50$110,878.00 $111,958.00 $118,096.03 $134,409.34 $146,520.00
TOTAL BID
McNamara Contracting New Look ContractingVeit & Company Winberg CompaniesEngineer's Estimate Krueger ExcavatingNadeau CompaniesJC Hallet Construction
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Emmons & Olivier Resources, Inc. is an Equal Opportunity Affirmative Action Employer
1919 University Avenue West, Suite 300 St. Paul, MN 55104 T/ 651.770.8448 F/ 651.770.2552 www.eorinc.com
memo
Project Name | 25-07 Devonshire & 206th Street Pond Maintenance Date | February 11,
2026
To / Contact info | City of Farmington; John Powell, PE, Public Works Director
From / Contact info | Erik Megow, PE, EOR, Project Engineer
Regarding | Recommendation for Award of Contract
The purpose of this memorandum is to provide a recommendation for selecting a contractor to
construct the 25-07 Devonshire & 206th Street Pond Maintenance project.
Bid Summary
The Request for Bids was posted on QuestCDN bidding platform on January 23, 2026. Bids were
due on February 10, 2026 at 10:00 AM CST with the bids publicly open and read at City Hall at
430 Third Street.
A total of seven bids were received and the low bidder is J C Hallet Construction, LLC’s, with a
Total Bid of $110,878.00. Review of the submitted bid packages was performed by City Staff and
Emmons & Olivier Resources, Inc. (EOR).
CONTRACTOR TOTAL BID RANK
Engineer’s Estimate 157,735.00 N/A
J C Hallet Construction, LLC 110,878.00 1
Nadeau Companies 111,958.00 2
Veit & Company 118,096.03 3
Winberg Companies 134,409.34 4
Krueger Excavating 146,520.00 5
McNamara Contracting 159,813.50 6
New Look Contracting 173,745.50 7
EOR has reviewed J C Hallet Construction, LLC’s submitted bid and found that it complies in all
respects with the submittal requirements. J C Hallet Construction, LLC, has extensive experience
with pond infrastructure construction and recent experience with municipal pond dredging (City
of Eden Prairie), which are both elements of this project. The engineer finds that J C Hallet
Construction, LLC is the lowest-priced responsible, responsive bidder.
Recommendation
Following our review, we are recommending the City of Farmington award the contract to the low
responsive, responsible bidder, J C Hallet Construction, LLC.
Page 139 of 276
REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: Tony Wippler, Planning Manager
Department: Community Development
Subject: Resolution 2026-010 Approving the Final Plat - Dakota Meadows Preserve
2nd Addition; and
Development Contract - Dakota Meadows Preserve 2nd Addition
Meeting: Regular Council - Feb 17 2026
INTRODUCTION:
Distinctive Land Development, LLC has submitted an application for the final plat for
Dakota Meadows Preserve 2nd Addition. The development is generally located near the
southeast intersection of Denmark Avenue and 220th Street W and is adjacent to the
Dakota Electric facility to the north and the Dakota County Fairgrounds to the east (see
attached location map). The Dakota Meadows Preserve 2nd Addition final plat consists of
46 single-family lots on 18.96 acres (see attached final plat). Also attached for Council’s
review is the Development Contract for the Dakota Meadows Preserve 2nd Addition.
DISCUSSION:
Final Plat
The 46 single-family lots are part of the overall 134 single-family lots that were approved as
part of the preliminary plat for this project (the first phase contained 42 single-family lots).
The Dakota Meadows 2nd Addition final plat corresponds with the preliminary plat that
was approved by the Planning Commission on April 8, 2025 and the City Council on April
21, 2025.
Unit Planned a as approved was development Preserve Meadows Dakota The
Development [PUD]. With approval of the PUD, certain deviations from City Code were
allowed, including reducing the minimum lot width and area requirements to 40 feet and
4,261 square feet, respectively. The average lot area within the 2nd Addition is 5,219
square feet (lot sizes in the 2nd Addition range from 4,261 square feet up to 7,182 square
feet in size).
The setbacks for the Dakota Meadows Preserve development were established with the
approval of the PUD and are as follows:
Front yard setback: 20 feet (25 feet on sidewalk side)
Page 140 of 276
Rear yard setback: 6 feet
Side yard setback: 5 feet
Side yard setback street (corner): 15 feet
The final plat contains five outlots (labeled A-E). A description of the outlots is as follows:
Outlot A: Combination of stormwater ponding and trail corridor
Outlot B: Remnant parcel and trail corridor
Outlot C: Combination of stormwater ponding and trail corridor
Outlot D: Future development phase
Outlot E: Remnant parcel and trail corridor
Outlots A and C will be deeded to the City with this final plat.
Transportation and Access
223rd Street W will be extended to the east with this phase and will tie into Deepwater Path
at a t-intersection. Deepwater Path will then extend north and south to provide future
access to the adjoining property to the north and provide future access for additional
phases of this development to the south. The rights-of-way for both 223rd Street W and
Deepwater Path are 60 feet wide with a roadway width of 29 feet face of curb to face of
curb.
Parks, Trails and Sidewalks
The City will take a combination of land (for trail corridor) and cash-in-lieu of park
dedication with this final plat. A five-foot-wide sidewalk will be constructed on the north
side of 223rd Street W and on the west side of Deepwater Path. An eight-foot-wide
bituminous and 1 Block 9, and 8 between extend constructed be will path Lots
northwesterly from the sidewalk in 223rd Street W. The trail will then follow the northern
boundary of the plat to Ash Street (220th Street W).
Engineering Review
The Engineering Department has reviewed the Dakota Meadows Preserve 2nd Addition
final plat and recommend approval upon satisfaction of all engineering comments related
to the construction plans for grading and utilities, as well as the applicant entering into a
Development Contract with the City and all security fees and costs paid.
Planning Commission Review
The Planning Commission reviewed the final plat at its January 13th meeting. The Planning
Commission recommended approval of the final plat with a vote of 5-0.
Development Contract
Attached for Council’s consideration and approval is the Development Contract for
Page 141 of 276
Dakota Meadows Preserve 2nd Addition. The attached contract is a standard
development contract that spells out the requirements for development of the land,
including timelines to complete the platting process, defining development charges and
fees, the serve to required infrastructure addressing the of construction public
development together with the associated sureties.
The Developer has reviewed the attached contract and finds it acceptable.
BUDGET IMPACT:
Below are the fees that will be collected as part of the development contract:
Surface Water Quality Management Fee: $1,334
Surface Water Management Fee: $141,713
Watermain Trunk Area Charge: $55,489
Sanitary Sewer Trunk Area Charge: $29,746
Park Dedication (cash in lieu): $51,809
Sealcoating: $6,057
ACTION REQUESTED:
By separate motion, approve the following actions:
A. Adopt Resolution 2026-010 Approving and Authorizing the Signing of the Dakota
Meadows Preserve 2nd Addition Final Plat, contingent upon the following:
1. The satisfaction of all engineering comments related to the construction plans for
grading and utilities.
2. A Development Contract between the Developer and City of Farmington shall be
executed other all of paid. be Submission costs and fees security and shall
documents required under the Development Contract shall be required.
B. Adopt the attached Development Contract and authorize its execution.
ATTACHMENTS:
Dakota Meadows Preserve 2nd Location Map
124153-Dakota Meadows Preserve 2nd Addition-plat
02-124153 - Dakota Meadows 2nd Addition Util-Rev 02 (01-20-2026)
Resolution 2026-010 Dakota Meadows 2nd Addition Final Plat
Development Contract, Distinctive Land Development, Final
Page 142 of 276
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Page 143 of 276
CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS
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CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS
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CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS
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CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS
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1ST ADDITION
2ND ADDITION
FUTURE
ADDITION
REGISTERED PROFESSIONAL CIVIL ENGINEER
REGISTERED PROFESSIONAL LAND SURVEYOR
DEVELOPER
REG. NO.
42299
JOHN M. MOLINARO
PETER J. HAWKINSON
REG. NO.
45831
MATT ODENTHAL
DISTINCTIVE LAND DEVELOPMENT, LLC
18466 KENYON AVENUE STE#100
LAKEVILLE, MN 55044
PREPARED BY PIONEER ENGINEERING, P.A.
2422 ENTERPRISE DRIVE
MENDOTA HEIGHTS, MN 55120
02-ENG-124153-SHEET-COVR
1.00COVER SHEET
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OFDAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
LOCATION MAP
INTERSECTION DETAILS
STORM SEWER SCHEDULESTORM SEWER CONSTRUCTION
LEGENDCOVER SHEET
SHEET INDEX
1.00.1.01.
3.01-3.02.3.11.
4.11.
DEWATERING PLAN2.00.
SANITARY SEWER & WATERMAIN2.01-2.02.
STREET CONSTRUCTION PLAN4.01-4.02.
DAKOTA MEADOWS PRESERVE 2ND ADDITION
UTILITY & STREET CONSTRUCTION PLAN
FARMINGTON, MINNESOTA
REMOVALS PLAN1.02.
S1-S2
S3
S5
S4 MPCA MAP
STORMWATER POLLUTION PREVENTIONPLAN
PROPOSED HYDROLOGY PLANEXISTING HYDROLOGY PLAN
Know what's below.
before you dig.Call
R
CONSTRUCTION
TRAIL CONSTRUCTION PLAN5.01.SIGNAGE & STREET LIGHTING PLAN6.01.
SEEDING & BASIN RESTORATION8.01.DETAILS9.01-9.09.MNDOT PEDESTRIAN RAMP DETAILS10.01.
L1.LANDSCAPE PLANT1.TREE PRESERVATION PLAN
EROSION CONTROL PLAN7.01.
TEMPORARY TURN AROUND PLAN4.21.
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02-ENG-124153-SHEET-LGND
1.01LEGEND
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
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02-ENG-124153-SHEET-DEMO
1.02REMOVALS PLAN
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
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02-ENG-124153-SHEET-DWTR
2.00DEWATERING PLAN
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
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02-ENG-124153-SHEET-SSWR
2.01SANITARY SEWER AND WATERMAIN
CONSTRUCTION
223RD STREET WEST
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
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02-ENG-124153-SHEET-SSWR
2.02SANITARY SEWER & WATERMAIN
CONSTRUCTION
DEEPWATER PATH
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
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02-ENG-124153-SHEET-STRM
3.01STORM SEWER CONSTRUCTION
223RD STREET WEST/DEEPWATER PATH
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
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02-ENG-124153-SHEET-STRM
3.02STORM SEWER CONSTRUCTION
DEEPWATER PATH/BASIN-800/850
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
BASIN-500
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02-ENG-124153-SHEET-STRM-SCHD
3.11STORM SEWER SCHEDULE
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
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℄℄
02-ENG-124153-SHEET-ROAD
4.01STREET CONSTRUCTION PLAN
223RD STREET WEST
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
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℄℄
02-ENG-124153-SHEET-ROAD
4.02STREET CONSTRUCTION PLAN
DEEPWATER PATH
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
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02-ENG-124153-SHEET-ROAD
4.11INTERSECTION DETAILS
223RD STEET WEST & DEEPWATER PATH
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
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02-ENG-124153-SHEET-TEMP-TURN
4.21TEMPORARY TURN AROUND PLAN
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
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02-ENG-124153-SHEET-TRAIL
5.01TRAIL CONSTRUCTION PLAN
TRAIL
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
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CITY NATURAL AREA PROTECTED WETLAND BUFFER
This is a protected Natural Area. The native CONSERVATION AREAplantings in this area provide shoreline
stabilization for the ponds, reduce erosion,
improve water quality by filtering pollutants, and
provide a natural habitat for wildlife. Under City
Ordinance, property adjacent to ponds should be
left in a natural state and no mowing
or clearing of vegetation in this area
may occur. Dead trees or branches
and native grasses provide an excellent
habitat for native wildlife adjacent to
ponds and should not be removed from
the natural area. No vehicular
traffic of any kind is allowed.
The native trees and plantings in this
city-owned area provide a natural habitat for
wildlife and prevent erosion of steep slopes.
Under City Ordinance, existing plant material
within this conservation area should be left in a
natural state and no clearing or removal of
vegetation in this area may occur. Dead trees or
branches provide excellent
habitat for native wildlife
and should not be removed
from the conservation area.
The plantings in this area contain native trees,
flowering plants, shrubs and grasses that provide
food for birds, fish and other native wildlife.
The plants also help to hold soil and prevent
erosion, improve water quality and provide
natural habitats for animals.
Under City Ordinance, no clearing
or removal of vegetation in the
buffer area is allowed. Dead trees
or branches provide excellent habitat
for native wildlife and should not be
removed from the wetland buffer.
02-ENG-124153-SHEET-SIGN
6.01SIGNAGE AND STREET LIGHTING
PLAN
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
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LEGEND
02-ENG-124153-SHEET-EROS
7.01EROSION CONTROL PLAN
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
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·
·
·
·
·
·
·
·
02-ENG-124153-SHEET-SEED
8.01SEEDING AND BASIN RESTORATION
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
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02-ENG-124153-SHEET-DTLS
9.01CITY DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
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02-ENG-124153-SHEET-DTLS
9.02CITY DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
Pa
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02-ENG-124153-SHEET-DTLS
9.03CITY DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
Pa
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02-ENG-124153-SHEET-DTLS
9.04CITY DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
Pa
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02-ENG-124153-SHEET-DTLS
9.05CITY DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
Pa
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02-ENG-124153-SHEET-DTLS
9.06CITY DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
Pa
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02-ENG-124153-SHEET-DTLS
9.07CITY DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
Pa
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STOP
02-ENG-124153-SHEET-DTLS
9.08CITY DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
Pa
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·
·
02-ENG-124153-SHEET-DTLS
9.09CITY DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
Pa
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02-ENG-124153-SHEET-DTLS
10.01MNDOT DETAILS
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
27OF
DAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
11-05-2025
JMM
SHA/AJA
Name
Reg. No.Date
Revisions
1. 12-02-2025 City Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 11-05-2025
John M. Molinaro
LAKEVILLE, MN 55044 2ND ADDITION2. 01-20-2026 City Comments3. 07-30-2025 San. Serv. Risers/INV4. 09-25-2025 OCS-100 Inlet
Pa
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·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
S5OFDAKOTA MEADOWS PRESERVE
FARMINGTON, MN
01-03-2025
JMM
SHA
Name
Reg. No.Date
Revisions
1. 02-10-2025 Carriage Change Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 01-03-2025
John M. Molinaro 2. 04-02-2025 City Comments DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
LAKEVILLE, MN 550443. 04-21-2025 Project Name Change
4. 06-02-2025 City Comments
5. 01-20-2026 City Comments
00-ENG-124153-SHEET-HYDR-SWPPP
S1STORMWATER POLLUTION
PREVENTION PLAN
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00-ENG-124153-SHEET-HYDR-SWPPP
S2STORMWATER POLLUTION
PREVENTION PLAN
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
S5OFDAKOTA MEADOWS PRESERVE
FARMINGTON, MN
01-03-2025
JMM
SHA
Name
Reg. No.Date
Revisions
1. 02-10-2025 Carriage Change Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 01-03-2025
John M. Molinaro 2. 04-02-2025 City Comments DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
LAKEVILLE, MN 550443. 04-21-2025 Project Name Change
4. 06-02-2025 City Comments
5. 01-20-2026 City Comments
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I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
S5OFDAKOTA MEADOWS PRESERVE
FARMINGTON, MN
01-03-2025
JMM
SHA
Name
Reg. No.Date
Revisions
1. 02-10-2025 Carriage Change Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 01-03-2025
John M. Molinaro 2. 04-02-2025 City Comments DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
LAKEVILLE, MN 550443. 04-21-2025 Project Name Change
4. 06-02-2025 City Comments
5. 01-20-2026 City Comments
00-ENG-124153-SHEET-HYDR-MPCA
S3MPCA MAP
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LEGEND
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
S5OFDAKOTA MEADOWS PRESERVE
FARMINGTON, MN
01-03-2025
JMM
SHA
Name
Reg. No.Date
Revisions
1. 02-10-2025 Carriage Change Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 01-03-2025
John M. Molinaro 2. 04-02-2025 City Comments DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
LAKEVILLE, MN 550443. 04-21-2025 Project Name Change
4. 06-02-2025 City Comments
5. 01-20-2026 City Comments
00-ENG-124153-SHEET-HYDR-EXIS
S4EXISTING HYDROLOGY MAP
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LEGEND
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer
under the laws of the State of Minnesota
c
S5OFDAKOTA MEADOWS PRESERVE
FARMINGTON, MN
01-03-2025
JMM
SHA
Name
Reg. No.Date
Revisions
1. 02-10-2025 Carriage Change Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
45831 01-03-2025
John M. Molinaro 2. 04-02-2025 City Comments DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
LAKEVILLE, MN 550443. 04-21-2025 Project Name Change
4. 06-02-2025 City Comments
5. 01-20-2026 City Comments
00-ENG-124153-SHEET-HYDR-PROP
S5PROPOSED HYDROLOGY MAP
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1OFJLT
JLT
L1LANDSCAPE PLAN
c
OFDAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
01-03-2025Name
Reg. No.Date
Revisions
1. 01-15-2025 Client Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
LAKEVILLE, MN 55044
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Landscape Architect
under the laws of the State of Minnesota 44763
Jennifer L. Thompson 2. 02-10-2025 Carriage Change3. 04-02-2025 City Comments4. 06-02-2025 City Comments1-20-2026
1-20-2026-rem. linden, add. catalpa as req. by City
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1OFJLT
JLT
Date
Designed
Drawn
T1TREE PRESERVATION PLAN
c
OFDAKOTA MEADOWS PRESERVE
FARMINGTON, MN
DISTINCTIVE LAND DEV., LLC
18466 KENYON AVENUE #100
01-03-2025Name
Reg. No.Date
Revisions
1. 01-15-2025 Client Comments Date
Designed
Drawn
2025 Pioneer Engineering, P.A.
Mendota Heights, MN 55120
2422 Enterprise Drive (651) 681-1914
Fax: 681-9488www.pioneereng.com
LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS
LAKEVILLE, MN 55044
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Landscape Architect
under the laws of the State of Minnesota 44763
Jennifer L. Thompson 2. 02-10-2025 Carriage Change3. 04-02-2025 City Comments4. 06-02-2025 City Comments
TREE PROTECTION DETAILTREE PRESERVATION NOTES
1-20-2026
1-20-2026 Added removal timing note as per City
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CITY OF FARMINGTON
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2026-010
A RESOLUTION APPROVING AND AUTHORIZING
SIGNING OF FINAL PLAT
DAKOTA MEADOWS PRESERVE 2ND ADDITION
WHEREAS, the final plat for Dakota Meadows Preserve 2nd Addition is now
before the City Council for review and approval; and
WHEREAS, a public hearing of the Planning Commission was held for the
preliminary plat on April 8, 2025 after notice of the same was published in the
official newspaper of the City and proper notice sent to surrounding owners; and
WHEREAS, the Planning Commission reviewed the final plat on January 13,
2026 and recommended approval of the final plat; and
WHEREAS, the City Council reviewed the final plat; and
WHEREAS, the City Engineer has rendered an opinion that the proposed
plat can be feasibly served by municipal services.
NOW, THEREFORE, BE IT RESOLVED, the final plat for Dakota Meadows
Preserve 2nd Addition be approved and that the requisite signatures are
authorized to be affixed to the final plat subject to the following contingencies:
1. The satisfaction of all engineering comments related to the
construction plans for grading and utilities.
2. A development contract between the developer and City of
Farmington shall be executed and security fees and costs shall be
paid. Submission of all other documents required under the
development contract shall be required.
Adopted by the City Council of the City of Farmington, Minnesota, this 17th day of
February 2026.
ATTEST:
____________________________ ______________________________
Nicholas Lien, Acting Mayor Shirley R Buecksler, City Clerk
Page 182 of 276
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1of13
Page 183 of 276
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sh
a
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a
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q
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pe
r
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by
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ap
p
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l
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a
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q
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by
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a
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d
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w
or
ag
r
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d
to
in
wr
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by
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Ci
t
y
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d
De
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r
.
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e
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Ag
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t
y
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y
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q
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t
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an
y
am
e
n
d
m
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n
t
s
to
th
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Ci
t
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’
s
Co
m
p
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h
e
n
s
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v
e
Pl
a
n
(i
n
c
l
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d
i
n
g
re
m
o
v
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n
g
un
p
l
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pr
o
p
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r
t
y
fr
o
m
ur
b
a
n
se
r
v
i
c
e
ar
e
a
)
,
of
f
i
c
i
a
l
co
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t
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l
s
,
pl
a
t
t
i
n
g
or
de
d
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c
a
t
i
o
n
re
q
u
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e
m
e
n
t
s
en
a
c
t
e
d
af
t
e
r
th
e
da
t
e
of
th
i
s
Ag
r
e
e
m
e
n
t
an
d
ma
y
re
q
u
i
r
e
su
b
m
i
s
s
i
o
n
of
a
ne
w
pl
a
t
.
Sa
l
e
s
Of
f
i
c
e
Re
q
u
i
r
e
m
e
n
t
s
.
At
an
y
lo
c
a
t
i
o
n
wi
t
h
i
n
th
e
pl
a
t
wh
e
r
e
lo
t
s
an
d
/
o
r
ho
m
e
s
ar
e
so
l
d
wh
i
c
h
ar
e
pa
r
t
of
th
i
s
su
b
d
i
v
i
s
i
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n
,
th
e
De
v
e
l
o
p
e
r
ag
r
e
e
s
to
in
s
t
a
l
l
a
sa
l
e
s
bo
a
r
d
on
wh
i
c
h
a
co
p
y
of
th
e
ap
p
r
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v
e
d
pl
a
t
,
fi
n
a
l
ut
i
l
i
t
y
pl
a
n
an
d
a
zo
n
i
n
g
ma
p
or
pl
a
n
n
e
d
un
i
t
de
v
e
l
o
p
m
e
n
t
pl
a
n
ar
e
di
s
p
l
a
y
e
d
,
sh
o
w
i
n
g
th
e
re
l
a
t
i
o
n
s
h
i
p
be
t
w
e
e
n
th
i
s
su
b
d
i
v
i
s
i
o
n
an
d
th
e
ad
j
o
i
n
i
n
g
ne
i
g
h
b
o
r
h
o
o
d
.
Th
e
zo
n
i
n
g
an
d
la
n
d
us
e
cl
a
s
s
i
f
i
c
a
t
i
o
n
of
al
l
la
n
d
an
d
ne
t
w
o
r
k
of
ma
j
o
r
st
r
e
e
t
s
wi
t
h
i
n
35
0
fe
e
t
of
th
e
pl
a
t
sh
a
l
l
be
in
c
l
u
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e
d
.
Zo
n
i
n
n
g
e
v
e
l
o
p
m
e
n
t
Ma
p
.
Th
e
De
v
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l
o
p
e
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sh
a
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l
pr
o
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e
an
8
1/
2
”
x
14
”
sc
a
l
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d
ma
p
of
th
e
pl
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d
la
n
d
wi
t
h
i
n
35
0
’
of
t
h
e
Pl
a
t
co
n
t
a
i
n
i
n
g
th
e
fo
l
l
o
w
i
n
g
in
f
o
r
m
a
t
i
o
n
:
a)
pl
a
t
t
e
d
pr
o
p
e
r
t
y
;
b)
ex
i
s
t
i
n
g
an
d
fu
t
u
r
e
ro
a
d
s
;
c)
ex
i
s
t
i
n
g
an
d
pr
o
p
o
s
e
d
la
n
d
us
e
s
;
an
d
d)
an
y
po
n
d
s
.
De
v
e
l
o
p
m
e
n
t
Pl
a
n
s
.
Th
e
De
v
e
l
o
p
e
r
sh
a
l
l
de
v
e
l
o
p
th
e
Pl
a
t
in
ac
c
o
r
d
a
n
c
e
wi
t
h
th
e
fo
l
l
o
w
i
n
g
pl
a
n
s
(t
h
e
”P
l
a
n
s
”
)
.
Th
e
Pl
a
n
s
sh
a
l
l
no
t
be
at
t
a
c
h
e
d
to
th
i
s
Ag
r
e
e
m
e
n
t
.
Th
e
Pl
a
n
s
ma
y
be
pr
e
p
a
r
e
d
by
th
e
De
v
e
l
o
p
e
r
,
su
b
j
e
c
t
to
Ci
t
y
ap
p
r
o
v
a
l
,
af
t
e
r
en
t
e
r
i
n
g
in
t
o
th
i
s
Ag
r
e
e
m
e
n
t
bu
t
be
f
o
r
e
co
m
m
e
n
c
e
m
e
n
t
of
an
y
wo
r
k
in
th
e
Pl
a
t
.
If
th
e
Pl
a
n
s
va
r
y
fr
o
m
th
e
wr
i
t
t
e
n
te
r
m
s
of
th
i
s
Co
n
t
r
a
c
t
th
e
Pl
a
n
s
sh
a
l
l
co
n
t
r
o
l
.
Th
e
re
q
u
i
r
e
d
Pl
a
n
s
ar
e
:
Pl
a
n
A—
Fi
n
a
l
Pl
a
t
(A
p
p
r
o
v
e
d
Fe
b
r
u
a
r
y
17
,
20
2
6
)
Pl
a
n
B
—
Fi
n
a
l
Co
n
s
t
r
u
c
t
i
o
n
Pl
a
n
s
an
d
Sp
e
c
i
f
i
c
a
t
i
o
n
s
(I
n
c
l
u
d
i
n
g
So
i
l
Er
o
s
i
o
n
an
d
Se
d
i
m
e
n
t
Co
n
t
r
o
l
,
Gr
a
d
i
n
g
Pl
a
n
s
an
d
La
n
d
s
c
a
p
e
Pl
a
n
s
)
Pl
a
n
C
-
Zo
n
i
n
g
/
D
e
v
e
l
o
p
m
e
n
t
Ma
p
Th
e
De
v
e
l
o
p
e
r
sh
a
l
l
us
e
it
s
be
s
t
ef
f
o
r
t
s
to
as
s
u
r
e
ti
m
e
l
y
ap
p
l
i
c
a
t
i
o
n
to
th
e
ut
i
l
i
t
y
co
m
p
a
n
i
e
s
fo
r
th
e
fo
l
l
o
w
i
n
g
ut
i
l
i
t
i
e
s
:
un
d
e
r
g
r
o
u
n
d
na
t
u
r
a
l
ga
s
,
el
e
c
t
r
i
c
a
l
,
ca
b
l
e
te
l
e
v
i
s
i
o
n
,
an
d
te
l
e
p
h
o
n
e
.
Th
e
in
s
t
a
l
l
a
t
i
o
n
of
th
e
s
e
ut
i
l
i
t
i
e
s
sh
a
l
l
be
co
n
s
t
r
u
c
t
e
d
wi
t
h
i
n
pu
b
l
i
c
ri
g
h
t
s
-
o
f
—
w
a
y
or
pu
b
l
i
c
dr
a
i
n
a
g
e
an
d
ut
i
l
i
t
y
ea
s
e
m
e
n
t
s
co
n
s
i
s
t
e
n
t
wi
t
h
th
e
Ci
t
y
'
s
en
g
i
n
e
e
r
i
n
g
gu
i
d
e
l
i
n
e
s
an
d
st
a
n
d
a
r
d
de
t
a
i
l
pl
a
t
e
s
.
Ea
s
e
m
e
n
t
s
.
Th
e
De
v
e
l
o
p
e
r
sh
a
l
l
fu
r
n
i
s
h
th
e
Ci
t
y
at
th
e
ti
m
e
of
ex
e
c
u
t
i
o
n
of
t
h
i
s
Ag
r
e
e
m
e
n
t
wi
t
h
th
e
ea
s
e
m
e
n
t
s
de
s
i
g
n
a
t
e
d
on
th
e
Pl
a
t
.
A
lo
n
g
—
t
e
r
m
ma
i
n
t
e
n
a
n
c
e
ag
r
e
e
m
e
n
t
wi
l
l
be
re
q
u
i
r
e
d
fo
r
al
l
st
r
u
c
t
u
r
a
l
st
o
r
m
w
a
t
e
r
pr
a
c
t
i
c
e
s
th
a
t
ar
e
no
t
ow
n
e
d
or
op
e
r
a
t
e
d
by
th
e
ci
t
y
bu
t
th
a
t
ar
e
di
r
e
c
t
l
y
co
n
n
e
c
t
e
d
to
th
e
ci
t
y
'
s
mu
n
i
c
i
p
a
l
se
p
a
r
a
t
e
st
o
r
m
se
w
e
r
sy
s
t
e
m
(M
5
4
)
an
d
wi
t
h
i
n
th
e
ci
t
y
'
s
ju
r
i
s
d
i
c
t
i
o
n
.
Re
g
u
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d
Im
p
r
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v
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m
e
n
t
s
.
pa
y
a)
Sa
n
i
t
a
r
y
Se
w
e
r
Sy
s
t
e
m
(t
r
u
n
k
an
d
la
t
e
r
a
l
)
b)
Wa
t
e
r
Sy
s
t
e
m
(t
r
u
n
k
an
d
la
t
e
r
a
l
)
c)
St
o
r
m
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w
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r
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s
t
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m
d)
St
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t
s
e)
Co
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Cu
r
b
an
d
Gu
t
t
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r
f)
St
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t
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t
s
g)
Er
o
s
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d
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d
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m
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t
Co
n
t
r
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l
,
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t
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Gr
a
d
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an
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St
o
r
m
w
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t
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t
t
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t
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d
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k
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k)
Si
d
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w
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k
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a
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s
Pa
g
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2
of
13
Page 184 of 276
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4
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13
Page 186 of 276
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6of13
Page 188 of 276
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of
pr
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m
i
u
m
.
An
Um
b
r
e
l
l
a
or
Ex
c
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s
s
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a
b
i
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t
y
in
s
u
r
a
n
c
e
po
l
i
c
y
ma
y
be
us
e
d
to
su
p
p
l
e
m
e
n
t
De
v
e
l
o
p
e
r
'
s
or
ge
n
e
r
a
l
co
n
t
r
a
c
t
o
r
’
s
po
l
i
c
y
li
m
i
t
s
on
a
fo
l
l
o
w
—
f
o
r
m
ba
s
i
s
to
sa
t
i
s
f
y
th
e
fu
l
l
po
l
i
c
y
li
m
i
t
s
re
q
u
i
r
e
d
by
th
i
s
Co
n
t
r
a
c
t
.
Re
s
p
o
n
s
i
b
i
l
i
t
y
fo
r
Co
s
t
s
.
Th
e
De
v
e
l
o
p
e
r
sh
a
l
l
pa
y
al
l
co
s
t
s
in
c
u
r
r
e
d
by
it
or
th
e
Ci
t
y
in
co
n
j
u
n
c
t
i
o
n
wi
t
h
th
e
de
v
e
l
o
p
m
e
n
t
of
th
e
Pl
a
t
,
in
c
l
u
d
i
n
g
bu
t
no
t
li
m
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t
e
d
to
,
So
i
l
an
d
Wa
t
e
r
Co
n
s
e
r
v
a
t
i
o
n
Di
s
t
r
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c
t
ch
a
r
g
e
s
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g
a
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pl
a
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n
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,
ad
m
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n
i
s
t
r
a
t
i
v
e
,
co
n
s
t
r
u
c
t
i
o
n
co
s
t
s
,
en
g
i
n
e
e
r
i
n
g
,
ea
s
e
m
e
n
t
s
,
in
s
p
e
c
t
i
o
n
an
d
ut
i
l
i
t
y
te
s
t
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g
ex
p
e
n
s
e
s
in
c
u
r
r
e
d
in
co
n
n
e
c
t
i
o
n
wi
t
h
ap
p
r
o
v
a
l
,
ac
c
e
p
t
a
n
c
e
an
d
de
v
e
l
o
p
m
e
n
t
of
th
e
Pl
a
t
,
th
e
pr
e
p
a
r
a
t
i
o
n
of
th
i
s
Ag
r
e
e
m
e
n
t
,
an
d
al
l
re
a
s
o
n
a
b
l
e
co
s
t
s
an
d
ex
p
e
n
s
e
s
in
c
u
r
r
e
d
by
th
e
Ci
t
y
in
mo
n
i
t
o
r
i
n
g
an
d
in
s
p
e
c
t
i
n
g
th
e
co
n
s
t
r
u
c
t
i
o
n
fo
r
th
e
de
v
e
l
o
p
m
e
n
t
of
th
e
Pl
a
t
.
Th
e
De
v
e
l
o
p
e
r
sh
a
l
l
pa
y
in
fu
l
l
al
l
bi
l
l
s
su
b
m
i
t
t
e
d
to
it
by
th
e
Ci
t
y
wi
t
h
i
n
th
i
r
t
y
(3
0
)
da
y
s
af
t
e
r
re
c
e
i
p
t
.
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th
e
bi
l
l
s
ar
e
no
t
pa
i
d
on
ti
m
e
,
th
e
Ci
t
y
ma
y
ha
l
t
al
l
pl
a
t
de
v
e
l
o
p
m
e
n
t
wo
r
k
un
t
i
l
th
e
bi
l
l
s
ar
e
pa
i
d
in
fu
l
l
.
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l
l
s
no
t
pa
i
d
wi
t
h
i
n
th
i
r
t
y
(3
0
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y
s
sh
a
l
l
ac
c
r
u
e
in
t
e
r
e
s
t
at
th
e
ra
t
e
of
fi
v
e
pe
r
c
e
n
t
(5
%
)
pe
r
an
n
u
m
.
If
th
e
bi
l
l
s
ar
e
no
t
pa
i
d
wi
t
h
i
n
si
x
t
y
(6
0
)
da
y
s
,
th
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Ci
t
y
ha
s
th
e
ri
g
h
t
to
dr
a
w
fr
o
m
th
e
De
v
e
l
o
p
e
r
s
Se
c
u
r
i
t
y
to
pa
y
th
e
bi
l
l
s
.
De
v
e
l
o
p
m
e
n
t
Co
n
t
r
a
c
t
Ad
m
i
n
i
s
t
r
a
t
i
o
n
.
Th
e
De
v
e
l
o
p
e
r
sh
a
l
l
pa
y
a
fe
e
fo
r
in
-
h
o
u
s
e
ad
m
i
n
i
s
t
r
a
t
i
o
n
of
th
e
de
v
e
l
o
p
m
e
n
t
co
n
t
r
a
c
t
in
c
l
u
d
i
n
g
mo
n
i
t
o
r
i
n
g
of
co
n
s
t
r
u
c
t
i
o
n
ob
s
e
r
v
a
t
i
o
n
,
co
n
s
u
l
t
a
t
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o
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wi
t
h
th
e
De
v
e
l
o
p
e
r
an
d
it
s
en
g
i
n
e
e
r
on
th
e
st
a
t
u
s
of
or
pr
o
b
l
e
m
s
re
g
a
r
d
i
n
g
th
e
pr
o
j
e
c
t
,
co
o
r
d
i
n
a
t
i
o
n
fo
r
fi
n
a
l
in
s
p
e
c
t
i
o
n
an
d
ac
c
e
p
t
a
n
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,
pr
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j
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c
t
mo
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i
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o
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du
r
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n
g
th
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wa
r
r
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n
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pe
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o
d
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pr
o
c
e
s
s
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n
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of
re
q
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e
s
t
s
fo
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d
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c
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n
in
se
c
u
r
i
t
y
.
Th
e
fe
e
fo
r
th
i
s
se
r
v
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c
e
sh
a
l
l
be
th
r
e
e
pe
r
c
e
n
t
(3
%
)
of
co
n
s
t
r
u
c
t
i
o
n
co
s
t
s
an
d
pa
i
d
at
th
e
ti
m
e
of
th
e
ex
e
c
u
t
i
o
n
of
th
i
s
ag
r
e
e
m
e
n
t
.
Co
n
s
t
r
u
c
t
i
o
n
Ob
s
e
r
v
a
t
i
o
n
.
Th
e
De
v
e
l
o
p
e
r
sh
a
l
l
in
s
t
r
u
c
t
it
s
en
g
i
n
e
e
r
to
pr
o
v
i
d
e
ad
e
q
u
a
t
e
fi
e
l
d
in
s
p
e
c
t
i
o
n
pe
r
s
o
n
n
e
l
to
as
s
u
r
e
an
ac
c
e
p
t
a
b
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le
v
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l
of
qu
a
l
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t
y
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n
t
r
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l
to
th
e
ex
t
e
n
t
th
a
t
th
e
De
v
e
l
o
p
e
r
’
s
en
g
i
n
e
e
r
wi
l
l
be
ab
l
e
to
ce
r
t
i
f
y
th
a
t
al
l
im
p
r
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v
e
m
e
n
t
s
ar
e
co
n
s
i
s
t
e
n
t
wi
t
h
th
e
ap
p
r
o
v
e
d
Pl
a
n
s
an
d
me
e
t
s
th
e
ap
p
r
o
v
e
d
Ci
t
y
st
a
n
d
a
r
d
s
as
a
co
n
d
i
t
i
o
n
of
Ci
t
y
ac
c
e
p
t
a
n
c
e
.
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e
De
v
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l
o
p
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r
sh
a
l
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pa
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r
co
n
s
t
r
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c
t
i
o
n
ob
s
e
r
v
a
t
i
o
n
pe
r
f
o
r
m
e
d
by
th
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Ci
t
y
'
s
in
—
h
o
u
s
e
st
a
f
f
or
co
n
s
u
l
t
a
n
t
.
As
ne
e
d
e
d
,
co
n
s
t
r
u
c
t
i
o
n
ob
s
e
r
v
a
t
i
o
n
sh
a
l
l
in
c
l
u
d
e
pa
r
t
or
fu
l
l
ti
m
e
in
s
p
e
c
t
i
o
n
of
th
e
Im
p
r
o
v
e
m
e
n
t
s
,
in
c
l
u
d
i
n
g
er
o
s
i
o
n
an
d
se
d
i
m
e
n
t
co
n
t
r
o
l
in
s
p
e
c
t
i
o
n
s
an
d
wi
l
l
be
bi
l
l
e
d
on
ho
u
r
l
y
ra
t
e
s
.
Th
e
De
v
e
l
o
p
e
r
sh
a
l
l
pr
o
v
i
d
e
a
ca
s
h
es
c
r
o
w
fo
r
th
e
s
e
se
r
v
i
c
e
s
es
t
i
m
a
t
e
d
to
be
fi
v
e
pe
r
c
e
n
t
(5
%
)
of
th
e
es
t
i
m
a
t
e
d
co
n
s
t
r
u
c
t
i
o
n
co
s
t
.
Th
e
de
v
e
l
o
p
e
r
sh
a
l
l
al
s
o
pr
o
v
i
d
e
a
$2
5
,
0
0
0
es
c
r
o
w
fo
r
SW
P
P
P
Co
m
p
l
i
a
n
c
e
.
.
De
v
e
l
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p
m
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n
t
Fe
e
s
.
Th
e
De
v
e
l
o
p
e
r
sh
a
l
l
pa
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ar
e
a
ch
a
r
g
e
s
as
de
f
i
n
e
d
on
th
e
Ci
t
y
’
s
mo
s
t
cu
r
r
e
n
t
fe
e
sc
h
e
d
u
l
e
th
a
t
in
c
l
u
d
e
:
a)
Su
r
f
a
c
e
Wa
t
e
r
Qu
a
l
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t
y
Ma
n
a
g
e
m
e
n
t
Fe
e
b)
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r
f
a
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n
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g
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t
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e
c)
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t
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Tr
u
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k
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e
a
Ch
a
r
g
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d)
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n
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t
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Se
w
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r
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u
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k
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e
a
Ch
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r
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r
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t
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f)
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a
l
c
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a
t
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g
A
su
m
m
a
r
y
of
th
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ca
s
h
re
q
u
i
r
e
m
e
n
t
s
un
d
e
r
th
i
s
co
n
t
r
a
c
t
wh
i
c
h
mu
s
t
be
fu
r
n
i
s
h
e
d
to
th
e
Ci
t
y
pr
i
o
r
to
th
e
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t
y
Co
u
n
c
i
l
re
q
u
i
r
e
m
e
n
t
s
in
ef
f
e
c
t
at
th
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ti
m
e
th
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De
v
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l
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p
m
e
n
t
Co
n
t
r
a
c
t
s
fo
r
th
o
s
e
ph
a
s
e
s
ar
e
en
t
e
r
e
d
in
t
o
.
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r
k
De
d
i
c
a
t
i
o
n
re
q
u
i
r
e
m
e
n
t
s
ar
e
ca
l
c
u
l
a
t
e
d
at
th
e
ti
m
e
of
th
e
pr
e
l
i
m
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n
a
r
y
pl
a
t
fo
r
th
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e
r
a
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de
v
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m
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t
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d
co
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e
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t
h
th
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De
v
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l
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p
m
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t
Co
n
t
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c
t
.
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c
u
r
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t
y
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a
r
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e
co
m
p
l
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a
n
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t
h
th
e
te
r
m
s
of
th
i
s
Ag
r
e
e
m
e
n
t
,
pa
y
m
e
n
t
of
re
a
l
es
t
a
t
e
ta
x
e
s
in
c
l
u
d
i
n
g
in
t
e
r
e
s
t
an
d
pe
n
a
l
t
i
e
s
,
pa
y
m
e
n
t
of
sp
e
c
i
a
l
as
s
e
s
s
m
e
n
t
s
,
pa
y
m
e
n
t
of
th
e
co
s
t
s
of
al
l
pu
b
l
i
c
im
p
r
o
v
e
m
e
n
t
s
in
th
e
Pl
a
t
an
d
co
n
s
t
r
u
c
t
i
o
n
of
al
l
pu
b
l
i
c
im
p
r
o
v
e
m
e
n
t
s
in
th
e
Pl
a
t
,
th
e
De
v
e
l
o
p
e
r
sh
a
l
l
fu
r
n
i
s
h
th
e
Ci
t
y
wi
t
h
a
ca
s
h
es
c
r
o
w
,
ir
r
e
v
o
c
a
b
l
e
le
t
t
e
r
of
cr
e
d
i
t
,
or
al
t
e
r
n
a
t
i
v
e
se
c
u
r
i
t
y
ac
c
e
p
t
a
b
l
e
to
th
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Ci
t
y
Ad
m
i
n
i
s
t
r
a
t
o
r
,
fr
o
m
a
ba
n
k
(t
h
e
”S
e
c
u
r
i
t
y
"
)
fo
r
$2
,
2
3
9
,
2
4
0
.
Th
e
am
o
u
n
t
of
th
e
se
c
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r
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t
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ba
s
e
d
on
12
5
%
of
th
e
es
t
i
m
a
t
e
d
co
n
s
t
r
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c
t
i
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n
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s
t
s
as
sh
o
w
n
in
Ex
h
i
b
i
t
B.
Th
i
s
br
e
a
k
d
o
w
n
is
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r
hi
s
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o
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P ag e
7of13
Page 189 of 276
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31
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32
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e
ba
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r
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th
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y
sh
a
l
l
be
su
b
j
e
c
t
to
th
e
ap
p
r
o
v
a
l
of
th
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Ci
t
y
Ad
m
i
n
i
s
t
r
a
t
o
r
.
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t
t
e
r
s
of
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e
d
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t
sh
a
l
l
be
in
th
e
fo
r
m
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t
an
d
wo
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d
i
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g
ex
a
c
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y
as
sh
o
w
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th
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t
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h
e
d
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t
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e
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(E
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i
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e
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c
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r
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sh
a
l
l
be
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t
o
m
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t
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c
a
l
l
y
re
n
e
w
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g
.
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te
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m
of
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y
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t
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e
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fr
o
m
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m
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if
th
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ex
t
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n
s
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is
fu
r
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e
d
to
th
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t
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m
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i
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t
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at
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a
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t
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r
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f
i
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(4
5
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da
y
s
pr
i
o
r
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th
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st
a
t
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d
ex
p
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r
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n
da
t
e
of
th
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c
u
r
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th
e
re
q
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i
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e
d
pu
b
l
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p
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v
e
m
e
n
t
s
ar
e
no
t
co
m
p
l
e
t
e
d
,
or
te
r
m
s
of
th
e
Ag
r
e
e
m
e
n
t
ar
e
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t
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t
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e
d
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le
a
s
t
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y
s
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i
o
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i
r
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o
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of
a
le
t
t
e
r
of
cr
e
d
i
t
,
th
e
Ci
t
y
ma
y
dr
a
w
do
w
n
th
e
le
t
t
e
r
of
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i
t
.
Th
e
Ci
t
y
ma
y
dr
a
w
do
w
n
th
e
Se
c
u
r
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t
y
,
wi
t
h
o
u
t
pr
i
o
r
no
t
i
c
e
,
fo
r
an
y
vi
o
l
a
t
i
o
n
of
th
i
s
Ag
r
e
e
m
e
n
t
or
De
f
a
u
l
t
of
th
e
Co
n
t
r
a
c
t
fo
l
l
o
w
i
n
g
ap
p
l
i
c
a
b
l
e
cu
r
e
pe
r
i
o
d
s
.
Up
o
n
re
c
e
i
p
t
of
pr
o
o
f
sa
t
i
s
f
a
c
t
o
r
y
by
th
e
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v
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l
o
p
e
r
'
s
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g
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e
e
r
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g
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li
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e
d
in
Mi
n
n
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o
t
a
,
to
th
e
Ci
t
y
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g
i
n
e
e
r
th
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t
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r
k
ha
s
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e
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m
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t
e
d
in
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c
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t
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a
n
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e
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s
)
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an
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te
r
m
s
of
th
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s
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e
m
e
n
t
,
an
d
th
a
t
al
l
fi
n
a
n
c
i
a
l
ob
l
i
g
a
t
i
o
n
s
to
th
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Ci
t
y
,
su
b
c
o
n
t
r
a
c
t
o
r
s
,
or
ot
h
e
r
pe
r
s
o
n
s
ha
v
e
be
e
n
sa
t
i
s
f
i
e
d
,
th
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t
y
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g
i
n
e
e
r
ma
y
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p
r
o
v
e
re
d
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c
t
i
o
n
s
in
th
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c
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o
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th
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v
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e
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r
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o
m
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e
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r
c
e
n
t
(9
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th
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n
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l
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g
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t
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t
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n
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t
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d
.
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n
pe
r
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e
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t
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th
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o
u
n
t
s
ce
r
t
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d
by
th
e
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v
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l
o
p
e
r
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s
en
g
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n
e
e
r
sh
a
l
l
be
re
t
a
i
n
e
d
as
Se
c
u
r
i
t
y
un
t
i
l
al
l
Im
p
r
o
v
e
m
e
n
t
s
ha
v
e
be
e
n
co
m
p
l
e
t
e
d
,
th
e
re
q
u
i
r
e
d
"a
s
bu
i
l
t
"
pl
a
n
s
ha
v
e
be
e
n
re
c
e
i
v
e
d
by
th
e
Ci
t
y
,
a
wa
r
r
a
n
t
y
se
c
u
r
i
t
y
is
pr
o
v
i
d
e
d
,
an
d
th
e
pu
b
l
i
c
im
p
r
o
v
e
m
e
n
t
s
ar
e
ac
c
e
p
t
e
d
by
th
e
Ci
t
y
Co
u
n
c
i
l
.
Wa
r
r
a
n
t
y
.
Th
e
De
v
e
l
o
p
e
r
an
d
th
e
De
v
e
l
o
p
e
r
s
En
g
i
n
e
e
r
re
p
r
e
s
e
n
t
an
d
wa
r
r
a
n
t
to
th
e
Ci
t
y
th
a
t
th
e
de
s
i
g
n
fo
r
th
e
pr
o
j
e
c
t
me
e
t
s
al
l
la
w
s
,
Ci
t
y
St
a
n
d
a
r
d
s
,
En
g
i
n
e
e
r
i
n
g
Gu
i
d
e
l
i
n
e
s
an
d
Or
d
i
n
a
n
c
e
s
.
Th
e
De
v
e
l
o
p
e
r
wa
r
r
a
n
t
s
al
l
im
p
r
o
v
e
m
e
n
t
s
re
q
u
i
r
e
d
to
be
co
n
s
t
r
u
c
t
e
d
by
it
pu
r
s
u
a
n
t
to
th
i
s
Co
n
t
r
a
c
t
ag
a
i
n
s
t
po
o
r
ma
t
e
r
i
a
l
an
d
fa
u
l
t
y
wo
r
k
m
a
n
s
h
i
p
.
Th
e
wa
r
r
a
n
t
y
pe
r
i
o
d
fo
r
st
r
e
e
t
s
is
on
e
ye
a
r
.
Th
e
wa
r
r
a
n
t
y
pe
r
i
o
d
fo
r
th
e
st
r
e
e
t
s
sh
a
l
l
co
m
m
e
n
c
e
af
t
e
r
th
e
fi
n
a
l
we
a
r
co
u
r
s
e
ha
s
be
e
n
co
m
p
l
e
t
e
d
.
It
is
th
e
re
s
p
o
n
s
i
b
i
l
i
t
y
of
th
e
De
v
e
l
o
p
e
r
to
co
m
p
l
e
t
e
al
l
st
r
e
e
t
im
p
r
o
v
e
m
e
n
t
s
.
Fa
i
l
u
r
e
of
th
e
De
v
e
l
o
p
e
r
to
co
m
p
l
e
t
e
al
l
st
r
e
e
t
im
p
r
o
v
e
m
e
n
t
s
in
a
ti
m
e
l
y
ma
n
n
e
r
sh
a
l
l
no
t
in
an
y
wa
y
co
n
s
t
i
t
u
t
e
ca
u
s
e
fo
r
th
e
wa
r
r
a
n
t
y
pe
r
i
o
d
to
be
mo
d
i
f
i
e
d
fr
o
m
th
e
st
i
p
u
l
a
t
i
o
n
s
se
t
fo
r
t
h
ab
o
v
e
.
Th
e
wa
r
r
a
n
t
y
pe
r
i
o
d
fo
r
un
d
e
r
g
r
o
u
n
d
ut
i
l
i
t
i
e
s
is
tw
o
ye
a
r
s
.
Th
e
wa
r
r
a
n
t
y
pe
r
i
o
d
on
un
d
e
r
g
r
o
u
n
d
ut
i
l
i
t
i
e
s
sh
a
l
l
co
m
m
e
n
c
e
fo
l
l
o
w
i
n
g
it
s
co
m
p
l
e
t
i
o
n
an
d
ac
c
e
p
t
a
n
c
e
by
th
e
Ci
t
y
En
g
i
n
e
e
r
in
wr
i
t
i
n
g
.
It
is
th
e
re
s
p
o
n
s
i
b
i
l
i
t
y
of
t
h
e
De
v
e
l
o
p
e
r
to
co
m
p
l
e
t
e
th
e
re
q
u
i
r
e
d
te
s
t
i
n
g
of
th
e
un
d
e
r
g
r
o
u
n
d
ut
i
l
i
t
i
e
s
an
d
re
q
u
e
s
t
,
in
wr
i
t
i
n
g
,
Ci
t
y
ac
c
e
p
t
a
n
c
e
of
th
e
ut
i
l
i
t
i
e
s
.
Fa
i
l
u
r
e
of
th
e
De
v
e
l
o
p
e
r
to
co
m
p
l
e
t
e
th
e
re
q
u
i
r
e
d
te
s
t
i
n
g
or
re
q
u
e
s
t
ac
c
e
p
t
a
n
c
e
of
th
e
ut
i
l
i
t
i
e
s
in
a
ti
m
e
l
y
ma
n
n
e
r
sh
a
l
l
no
t
in
an
y
wa
y
co
n
s
t
i
t
u
t
e
ca
u
s
e
fo
r
th
e
wa
r
r
a
n
t
y
pe
r
i
o
d
to
be
mo
d
i
f
i
e
d
fr
o
m
th
e
st
i
p
u
l
a
t
i
o
n
s
se
t
fo
r
t
h
ab
o
v
e
.
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l
tr
e
e
s
sh
a
l
l
be
wa
r
r
a
n
t
e
d
to
be
al
i
v
e
,
of
go
o
d
qu
a
l
i
t
y
,
an
d
di
s
e
a
s
e
fr
e
e
fo
r
12
mo
n
t
h
s
af
t
e
r
th
e
se
c
u
r
i
t
y
fo
r
th
e
tr
e
e
s
is
re
l
e
a
s
e
d
.
An
y
re
p
l
a
c
e
m
e
n
t
s
sh
a
l
l
be
wa
r
r
a
n
t
e
d
fo
r
12
mo
n
t
h
s
fr
o
m
th
e
ti
m
e
of
pl
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n
t
i
n
g
.
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e
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v
e
l
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p
e
r
sh
a
l
l
po
s
t
ma
i
n
t
e
n
a
n
c
e
bo
n
d
s
in
th
e
am
o
u
n
t
of
tw
e
n
t
y
fi
v
e
pe
r
c
e
n
t
(2
5
%
)
of
th
e
fi
n
a
l
ce
r
t
i
f
i
e
d
co
n
s
t
r
u
c
t
i
o
n
co
s
t
or
ot
h
e
r
su
r
e
t
y
ac
c
e
p
t
a
b
l
e
to
th
e
Ci
t
y
to
se
c
u
r
e
th
e
wa
r
r
a
n
t
i
e
s
.
Th
e
Ci
t
y
sh
a
l
l
re
t
a
i
n
te
n
pe
r
c
e
n
t
(1
0
%
)
of
th
e
se
c
u
r
i
t
y
po
s
t
e
d
by
th
e
De
v
e
l
o
p
e
r
un
t
i
l
th
e
bo
n
d
s
or
ot
h
e
r
ac
c
e
p
t
a
b
l
e
su
r
e
t
y
ar
e
fu
r
n
i
s
h
e
d
to
th
e
Ci
t
y
or
un
t
i
l
th
e
wa
r
r
a
n
t
y
pe
r
i
o
d
ha
s
be
e
n
co
m
p
l
e
t
e
d
,
wh
i
c
h
e
v
e
r
fi
r
s
t
oc
c
u
r
s
.
Th
e
re
t
a
i
n
a
g
e
ma
y
be
us
e
d
to
pa
y
fo
r
wa
r
r
a
n
t
y
wo
r
k
.
Th
e
Ci
t
y
’
s
En
g
i
n
e
e
r
i
n
g
Gu
i
d
e
l
i
n
e
s
id
e
n
t
i
f
y
th
e
pr
o
c
e
d
u
r
e
s
fo
r
fi
n
a
l
ac
c
e
p
t
a
n
c
e
of
st
r
e
e
t
s
an
d
ut
i
l
i
t
i
e
s
.
De
v
e
l
o
p
e
r
'
s
De
f
a
u
l
t
.
In
th
e
ev
e
n
t
of
de
f
a
u
l
t
by
th
e
De
v
e
l
o
p
e
r
as
to
an
y
of
th
e
Im
p
r
o
v
e
m
e
n
t
s
to
be
pe
r
f
o
r
m
e
d
by
it
he
r
e
u
n
d
e
r
,
th
e
Ci
t
y
ma
y
,
at
it
s
op
t
i
o
n
,
pe
r
f
o
r
m
th
e
wo
r
k
an
d
th
e
De
v
e
l
o
p
e
r
sh
a
l
l
pr
o
m
p
t
l
y
re
i
m
b
u
r
s
e
th
e
Ci
t
y
fo
r
an
y
in
Ag
r
e
e
m
e
n
t
,
is
gi
v
e
n
wr
i
t
t
e
n
no
t
i
c
e
in
no
t
se
v
e
n
t
y
-
t
w
o
in
ad
v
a
n
c
e
.
Th
i
s
Ag
r
e
e
m
e
n
t
is
a
li
c
e
n
s
e
fo
r
th
e
Ci
t
y
to
ac
t
,
an
d
it
sh
a
l
l
no
t
be
ne
c
e
s
s
a
r
y
fo
r
th
e
Ci
t
y
to
se
e
k
a
Co
u
r
t
or
d
e
r
fo
r
pe
r
m
i
s
s
i
o
n
to
en
t
e
r
th
e
la
n
d
.
Wh
e
n
th
e
Ci
t
y
do
e
s
an
y
su
c
h
wo
r
k
,
th
e
Ci
t
y
ma
y
,
in
ad
d
i
t
i
o
n
to
it
s
ot
h
e
r
re
m
e
d
i
e
s
,
as
s
e
s
s
th
e
co
s
t
in
wh
o
l
e
or
in
pa
r
t
.
Mi
s
c
e
l
l
a
n
e
o
u
s
.
A.
Th
i
s
Ag
r
e
e
m
e
n
t
sh
a
l
l
be
bi
n
d
i
n
g
up
o
n
th
e
pa
r
t
i
e
s
,
th
e
i
r
he
i
r
s
,
su
c
c
e
s
s
o
r
s
or
as
s
i
g
n
s
,
as
th
e
ca
s
e
ma
y
be
.
Th
e
De
v
e
l
o
p
e
r
ma
y
no
t
as
s
i
g
n
th
i
s
Ag
r
e
e
m
e
n
t
wi
t
h
o
u
t
th
e
wr
i
t
t
e
n
pe
r
m
i
s
s
i
o
n
of
th
e
Ci
t
y
Co
u
n
c
i
l
.
Th
e
De
v
e
l
o
p
e
r
’
s
ob
l
i
g
a
t
i
o
n
he
r
e
u
n
d
e
r
sh
a
l
l
co
n
t
i
n
u
e
in
fu
l
l
fo
r
c
e
an
d
ef
f
e
c
t
ev
e
n
if
th
e
De
v
e
l
o
p
e
r
se
l
l
s
on
e
or
mo
r
e
lo
t
s
,
th
e
en
t
i
r
e
Pl
a
t
,
or
an
y
pa
r
t
of
it
.
Pa ge
8of13
Page 190 of 276
-
I.
II
I
-
II
I
-
l
Th
i
r
d
pa
r
t
i
e
s
sh
a
l
l
ha
v
e
no
re
c
o
u
r
s
e
ag
a
i
n
s
t
th
e
Ci
t
y
un
d
e
r
th
i
s
Ag
r
e
e
m
e
n
t
.
Br
e
a
c
h
of
th
e
te
r
m
s
of
th
i
s
Ag
r
e
e
m
e
n
t
by
th
e
De
v
e
l
o
p
e
r
sh
a
l
l
be
gr
o
u
n
d
s
fo
r
de
n
i
a
l
of
bu
i
l
d
i
n
g
pe
r
m
i
t
s
,
in
c
l
u
d
i
n
g
lo
t
s
so
l
d
to
th
i
r
d
pa
r
t
i
e
s
.
If
an
y
po
r
t
i
o
n
,
se
c
t
i
o
n
,
su
b
s
e
c
t
i
o
n
,
se
n
t
e
n
c
e
,
cl
a
u
s
e
,
pa
r
a
g
r
a
p
h
or
ph
r
a
s
e
of
th
i
s
Ag
r
e
e
m
e
n
t
is
fo
r
an
y
re
a
s
o
n
he
l
d
in
v
a
l
i
d
,
su
c
h
de
c
i
s
i
o
n
sh
a
l
l
no
t
af
f
e
c
t
th
e
va
l
i
d
i
t
y
of
th
e
re
m
a
i
n
i
n
g
po
r
t
i
o
n
of
th
i
s
Ag
r
e
e
m
e
n
t
.
Ea
c
h
ri
g
h
t
,
po
w
e
r
or
re
m
e
d
y
he
r
e
i
n
co
n
f
e
r
r
e
d
up
o
n
th
e
Ci
t
y
is
cu
m
u
l
a
t
i
v
e
an
d
in
ad
d
i
t
i
o
n
to
ev
e
r
y
ot
h
e
r
ri
g
h
t
,
po
w
e
r
or
re
m
e
d
y
,
ex
p
r
e
s
s
or
im
p
l
i
e
d
,
no
w
or
he
r
e
a
f
t
e
r
ar
i
s
i
n
g
,
av
a
i
l
a
b
l
e
to
Ci
t
y
at
la
w
or
in
eq
u
i
t
y
,
or
un
d
e
r
an
y
ot
h
e
r
ag
r
e
e
m
e
n
t
,
an
d
ea
c
h
an
d
ev
e
r
y
ri
g
h
t
,
po
w
e
r
an
d
re
m
e
d
y
he
r
e
i
n
se
t
fo
r
t
h
or
ot
h
e
r
w
i
s
e
so
ex
i
s
t
i
n
g
ma
y
be
ex
e
r
c
i
s
e
d
fr
o
m
ti
m
e
to
ti
m
e
as
of
t
e
n
an
d
in
su
c
h
or
d
e
r
as
ma
y
be
de
e
m
e
d
ex
p
e
d
i
e
n
t
by
th
e
Ci
t
y
an
d
sh
a
l
l
no
t
be
a
wa
i
v
e
r
of
th
e
ri
g
h
t
to
ex
e
r
c
i
s
e
at
an
y
ti
m
e
th
e
r
e
a
f
t
e
r
an
y
ot
h
e
r
ri
g
h
t
,
po
w
e
r
or
re
m
e
d
y
.
Th
e
ac
t
i
o
n
or
in
a
c
t
i
o
n
of
th
e
Ci
t
y
sh
a
l
l
no
t
co
n
s
t
i
t
u
t
e
a
wa
i
v
e
r
or
am
e
n
d
m
e
n
t
to
th
e
pr
o
v
i
s
i
o
n
s
of
th
i
s
Ag
r
e
e
m
e
n
t
.
To
be
bi
n
d
i
n
g
,
am
e
n
d
m
e
n
t
s
or
wa
i
v
e
r
s
sh
a
l
l
be
in
wr
i
t
i
n
g
,
si
g
n
e
d
by
th
e
pa
r
t
i
e
s
an
d
ap
p
r
o
v
e
d
by
wr
i
t
t
e
n
re
s
o
l
u
t
i
o
n
of
th
e
Ci
t
y
Co
u
n
c
i
l
.
Th
e
Ci
t
y
’
s
fa
i
l
u
r
e
to
pr
o
m
p
t
l
y
ta
k
e
le
g
a
l
ac
t
i
o
n
to
en
f
o
r
c
e
th
i
s
Ag
r
e
e
m
e
n
t
sh
a
l
l
no
t
be
a
wa
i
v
e
r
or
re
l
e
a
s
e
.
Co
m
p
l
i
a
n
c
e
wi
t
h
La
w
s
an
d
Re
g
u
l
a
t
i
o
n
s
.
Th
e
De
v
e
l
o
p
e
r
re
p
r
e
s
e
n
t
s
to
th
e
Ci
t
y
th
a
t
th
e
Pl
a
t
co
m
p
l
i
e
s
wi
t
h
al
l
Ci
t
y
,
Co
u
n
t
y
,
Me
t
r
o
p
o
l
i
t
a
n
,
St
a
t
e
an
d
Fe
d
e
r
a
l
la
w
s
an
d
re
g
u
l
a
t
i
o
n
s
,
in
c
l
u
d
i
n
g
bu
t
no
t
li
m
i
t
e
d
to
:
su
b
d
i
v
i
s
i
o
n
or
d
i
n
a
n
c
e
s
,
zo
n
i
n
g
or
d
i
n
a
n
c
e
s
an
d
en
v
i
r
o
n
m
e
n
t
a
l
re
g
u
l
a
t
i
o
n
s
.
If
th
e
Ci
t
y
de
t
e
r
m
i
n
e
s
th
a
t
th
e
Pl
a
t
do
e
s
no
t
co
m
p
l
y
,
th
e
Ci
t
y
ma
y
,
at
it
s
op
t
i
o
n
,
re
f
u
s
e
to
al
l
o
w
an
y
co
n
s
t
r
u
c
t
i
o
n
or
de
v
e
l
o
p
m
e
n
t
wo
r
k
in
th
e
Pl
a
t
un
t
i
l
th
e
De
v
e
l
o
p
e
r
do
e
s
co
m
p
l
y
.
Up
o
n
th
e
Ci
t
y
’
s
de
m
a
n
d
,
th
e
De
v
e
l
o
p
e
r
sh
a
l
l
ce
a
s
e
wo
r
k
un
t
i
l
th
e
r
e
is
co
m
p
l
i
a
n
c
e
.
Th
i
s
Ag
r
e
e
m
e
n
t
sh
a
l
l
ru
n
wi
t
h
th
e
la
n
d
an
d
sh
a
l
l
be
re
c
o
r
d
e
d
ag
a
i
n
s
t
th
e
ti
t
l
e
to
th
e
pr
o
p
e
r
t
y
be
f
o
r
e
an
y
bu
i
l
d
i
n
g
pe
r
m
i
t
s
ar
e
is
s
u
e
d
.
Th
e
De
v
e
l
o
p
e
r
co
v
e
n
a
n
t
s
wi
t
h
th
e
Ci
t
y
,
it
s
su
c
c
e
s
s
o
r
s
an
d
as
s
i
g
n
s
,
th
a
t
th
e
De
v
e
l
o
p
e
r
is
we
l
l
se
i
z
e
d
in
fe
e
ti
t
l
e
of
th
e
pr
o
p
e
r
t
y
be
i
n
g
fi
n
a
l
pl
a
t
t
e
d
an
d
/
o
r
ha
s
ob
t
a
i
n
e
d
Co
n
s
e
n
t
s
to
th
i
s
Ag
r
e
e
m
e
n
t
,
in
th
e
fo
r
m
at
t
a
c
h
e
d
he
r
e
t
o
,
fr
o
m
al
l
pa
r
t
i
e
s
wh
o
ha
v
e
an
in
t
e
r
e
s
t
in
th
e
pr
o
p
e
r
t
y
;
th
a
t
th
e
r
e
ar
e
no
un
r
e
c
o
r
d
e
d
in
t
e
r
e
s
t
s
in
th
e
pr
o
p
e
r
t
y
be
i
n
g
fi
n
a
l
pl
a
t
t
e
d
;
an
d
th
a
t
th
e
De
v
e
l
o
p
e
r
wi
l
l
in
d
e
m
n
i
f
y
an
d
ho
l
d
th
e
Ci
t
y
ha
r
m
l
e
s
s
fo
r
an
y
br
e
a
c
h
of
th
e
of
th
e
fo
r
e
g
o
i
n
g
co
v
e
n
a
n
t
s
.
Af
t
e
r
th
e
De
v
e
l
o
p
e
r
ha
s
co
m
p
l
e
t
e
d
th
e
Im
p
r
o
v
e
m
e
n
t
s
re
q
u
i
r
e
d
of
it
un
d
e
r
th
i
s
Ag
r
e
e
m
e
n
t
,
at
th
e
De
v
e
l
o
p
e
r
’
s
re
q
u
e
s
t
th
e
Ci
t
y
wi
l
l
ex
e
c
u
t
e
an
d
de
l
i
v
e
r
a
te
r
m
i
n
a
t
i
o
n
of
th
i
s
Ag
r
e
e
m
e
n
t
(i
n
re
c
o
r
d
a
b
l
e
fo
r
m
)
an
d
a
re
l
e
a
s
e
of
th
e
De
v
e
l
o
p
e
r
.
Up
o
n
br
e
a
c
h
of
th
e
te
r
m
s
of
th
i
s
Ag
r
e
e
m
e
n
t
,
th
e
Ci
t
y
ma
y
,
fo
l
l
o
w
i
n
g
th
e
pa
s
s
i
n
g
of
al
l
ap
p
l
i
c
a
b
l
e
no
t
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Pa
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p
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29
(S
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c
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of
th
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ma
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dr
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vi
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(f
o
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Th
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Ci
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,
in
it
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b
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to
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pr
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of
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p
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31
(D
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r
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no
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to
th
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De
v
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p
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.
It
is
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i
p
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a
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d
th
a
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th
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vi
o
l
a
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i
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of
an
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in
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m
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to
th
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Ci
t
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in
an
am
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wh
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p
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ex
t
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di
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is
ag
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d
th
a
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th
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pe
r
da
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su
m
Th
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De
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q
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th
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p
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m
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du
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th
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fo
l
l
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w
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ho
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r
s
of
op
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r
a
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n
:
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a
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7:
0
0
AM
.
un
t
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7:
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PM
.
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8:
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5:
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9of13
Page 191 of 276
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6-
7
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1
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31
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a
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t
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pr
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mo
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t
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of
,
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s
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an
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a
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,
up
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s
in
t
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r
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s
t
.
An
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c
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a
t
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m
e
n
t
on
be
h
a
l
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of
th
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Ci
t
y
ma
y
be
ex
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c
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by
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t
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Ad
m
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m
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m
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d
ha
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m
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s
Ci
t
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,
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it
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,
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o
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a
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al
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c
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a
s
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fe
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s
,
ar
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of
De
v
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’
s
ne
g
l
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or
it
s
pe
r
f
o
r
m
a
n
c
e
or
fa
i
l
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r
e
to
pe
r
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r
m
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ob
l
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g
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s
un
d
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r
th
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Co
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r
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c
t
.
De
v
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p
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r
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s
in
d
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m
n
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t
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p
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’
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n
e
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r
a
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su
b
c
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t
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a
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o
r
(
s
)
,
or
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e
di
r
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c
t
l
y
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in
d
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p
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d
or
hi
r
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by
De
v
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p
e
r
,
or
an
y
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fo
r
wh
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s
e
ac
t
s
De
v
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l
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r
ma
y
be
li
a
b
l
e
.
De
v
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l
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p
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r
ag
r
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e
s
th
i
s
in
d
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m
n
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t
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ob
l
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a
t
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sh
a
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su
r
v
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v
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th
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co
m
p
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t
i
o
n
or
te
r
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a
t
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of
t
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Co
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t
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ac
t
.
**
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
33
.
No
t
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c
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.
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q
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a
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sh
a
l
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be
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d
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l
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d
to
th
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De
v
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p
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r
,
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em
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Page 199 of 276
REGULAR COUNCIL AGENDA MEMO
To: Mayor, Councilmembers and City Administrator
From: John Powell, Public Works Director
Department: Engineering
Subject: Professional Services Agreement with WSB, LLC for the 2026 Street
Improvements
Meeting: Regular Council - Feb 17 2026
INTRODUCTION:
At the July 7, 2025 City Council meeting, a Professional Services Agreement (PSA) was
approved with WSB, LLC for preparation of a 30% design along with a feasibility report for
the 2026 Street Improvements. The project area includes 2nd Street from Ash Street to
Spruce Street.
The attached Feasibility Report will be presented, which includes the project scope and
estimated costs.
The requested action will allow the consultant to continue with the design process.
DISCUSSION:
Early in 2023, the City Council approved the Consultant Pool for 2023-2027. WSB, LLC is one
of the firms in the Consultant Pool and has prepared the attached scope and budget
based on discussions with City Staff. Major scope tasks related to preparation of the final
plans and specifications include the following:
Data Collection
Final Design & Plans
Meetings/Open House
Contract Documents/Specifications
Permitting
Constructability Review
Cost Estimate
Bidding Assistance
The scope includes Bidding Assistance through contract award utilizing online bidding.
With this process, the contractors make all bid submittals and pricing electronically and do
not drop bid documents off in person. This process expedites creation of the bid tabulation
and review of bid submittals.
Page 200 of 276
Per the Feasibility Report, the expected schedule is as follows:
April 6, 2026 City Council Receives Plans & Authorizes Advertisement for
Bids
May 4, 2026 City Council Awards Construction Contract
May 12, 2026 Pre-Construction Meeting
May 14, 2026 Neighborhood Meeting
May 15, 2026 Begin Construction
September 30, 2026 Substantial Completion
October 15, 2026 Final Completion
October 2028 Two-Year Warranty Inspection
BUDGET IMPACT:
Work under this contract will be billed hourly for a cost not to exceed $161,152. The 2026-
2030 Capital Improvement Plan (CIP) identified $2,600,000 in construction expenditures for
this project in 2026. These expenditures are in addition to the $200,000 in expenditures that
had been allocated for 2025; the total construction cost in the CIP is $2,800,000. In addition
to the $1,500,000 in G.O. Bonds issued for this project in 2025; 2026 funding for the project in
the CIP includes:
Funding Source Amount
Sewer Fund $ 200,000
Stormwater Fund $ 400,000
Water Fund $ 700,000
Total $1,300,000
The estimated project cost in the Feasibility Report of $3,230,320 exceeds the identified
funding amount but also includes a 10% contingency and 18% for other costs such as
engineering, surveying, soil borings, materials testing, sewer televising, permits, etc. As with
many road reconstruction efforts within the city, a significant portion of the cost overage is
related to removal and replacement of unsuitable soils beneath the existing roadway.
ACTION REQUESTED:
Approve the Professional Services Agreement with WSB, LLC for the 2026 Street
Improvements Final Design and Bidding
ATTACHMENTS:
2026 Street Improvement Feasibility Report 021726
021726 PSA WSB 2026 Street Improvement final design
Page 201 of 276
17
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FEASIBILITY REPORT
2026 STREET IMPROVEMENTS
PROJECT
FARMINGTON | DAKOTA COUNTY | MINNESOTA
February 17, 2026
Prepared for:
City of Farmington
430 Third Street
Farmington, MN 55024
CITY PROJECT NO. 26-01
WSB PROJECT NO. 0 31071-000
Page 202 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Table of Contents
Table of Contents
Table of Contents
Certification
1. Executive Summary .................................................................................. 1
2. Project Location ....................................................................................... 2
2.1 Project History ..................................................................................... 2
2.2 Existing Conditions ............................................................................... 2
3. Proposed Improvements ............................................................................ 3
3.1 Surface and Street ............................................................................... 3
3.2 Storm Sewer ........................................................................................ 3
3.3 Watermain ........................................................................................... 3
3.4 Sanitary Sewer ..................................................................................... 3
4. Right-of-Way and Easements ..................................................................... 4
5. Private Utilities / Wetlands / Trees ............................................................. 5
5.1 Private Utilities .................................................................................... 5
5.2 Wetlands ............................................................................................. 5
5.3 Trees .................................................................................................. 5
6. Permits / Approvals .................................................................................. 6
7. Operational Issues and Costs .................................................................... 7
8. Opinion of Probable Cost .......................................................................... 8
9. Proposed Funding .................................................................................... 9
10. Project Schedule ..................................................................................... 10
11. Public Involvement .................................................................................. 11
12. Feasibility and Recommendation ............................................................... 12
Appendix A
Project Location Map
Appendix B
Design Concepts
Page 203 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Table of Contents
Appendix C
Preliminary Cost Estimate
Appendix D
Geotechnical Report
Appendix E
Tree Removal Map
Page 204 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Certification
Certification Sheet
I hereby certify that this plan, specification, or report was prepared by me or under
my direct supervision and that I am a duly licensed professional engineer under the
laws of the State of Minnesota.
Mark Erichson, PE
_______________________________________________
Date: February 17, 2026 Lic. No. 40886
Quality Control Review Completed By:
Nick Guilliams, PE
_______________________________________________
Date: February 17, 2026 Lic. No. 5 2109
Page 205 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Page 1
1. Executive Summary
The feasibility study and report for the 2026 Street Improvements Project has been
prepared for the City of Farmington. The proposed improvements include the
complete reconstruction of the street, replacement of the watermain, including
services to the right-of-way, along with improvements to replace the storm sewer,
and the installation of additional catch basins to improve area drainage on 2nd
Street from Spruce Street to Ash Street (CSAH 74).
The total project cost is estimated to be $3,230,320 . The project is proposed to be
funded through a combination of General Obligation Bonds and municipal funds. The
estimated costs for the proposed improvements are detailed in the table below.
Those costs include a 10 % construction contingency and 18% allowance for indirect
costs. This project is feasible, necessary, and cost-effective from an engineering
standpoint and should be constructed as proposed herein.
COST SUMMARY
Construction Costs:
Schedule A - Street Improvements $1,514,610.00
Schedule B - Sanitary Sewer Improvements $61,600.00
Schedule C - Watermain Improvements $798,620.00
Schedule D - Storm Sewer Improvements $362,730.00
Construction Total: $2,737,560.00
Engineering and Administration Costs (18%) $492,760.00
TOTAL ESTIMATED PROJECT COSTS: $3,230,320.00
Page 206 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Page 2
2. Project Location
The project area (depicted on the map in Appendix A) is 2nd Street from its north
intersection with Spurce Street to its south intersection with Ash Street (CSAH 74).
2.1 Project History
The City Council authorized the preparation of a feasibility study and preliminary
design on the 2026 Street Improvements Project on July 7, 2025. On July 21, 2025,
the City Council approved the five-year street reconstruction plan and identified 2nd
Street from Spruce Street to Ash Street for improvements in 2026.
2.2 Existing Conditions
2nd Street primarily serves as access for single-family residences, with a few
commercial properties located at the northern end. It is classified as a two-lane,
undivided urban section with on-street parking and no sidewalk. The existing
roadway is approximately 36 feet wide, measured from the back of the curb, and is
surfaced with bituminous asphalt pavement and B618 (vertical curb 6 inches, 18-inch
gutter width) concrete curbs. A Pavement Condition Index (PCI) rating was
completed along 2nd Street in May of 2023. The entire project area, from Spruce
Street to Ash Street, had a PCI rating of 23 or below. The existing asphalt pavement
and concrete curb have deteriorated to the extent that reconstruction is necessary,
as indicated by visible distress.
The existing pavement section varies from 2.5 inches to 4 inches, and aggregate
depths range from 3 inches to 12 inches. This data was obtained using boring logs
obtained in July 2025. Boring logs are shown in Appendix D .
The existing asphalt pavement and concrete curb have deteriorated to the extent
that reconstruction is necessary, as indicated by visible distress. There is an
existing storm sewer system located at Ash Street, Maple Street, and Walnut Street;
however, the current catch basins are not spaced adequately to convey drainage
effectively. 2nd Street is generally flat, which leads to occasional standing water and
contributes to pavement degradation. All homes within the project area are served by
city-owned watermain and sanitary sewer systems. Existing watermain consists of 4-
inch and 6-inch cast iron pipe, with original installation dating back to at least 1961.
The sanitary sewer consists of 8-inch Vitrified Clay Pipe (VCP).
Page 207 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Page 3
3. Proposed Improvements
3.1 Surface and Street
The current City standard width for residential street section is 32 feet, per city
standard detail STR-05, with parking on one side.
2nd Street measures 36 feet between the face of the curb for the majority of its
length, but narrows to 32 feet at the northern end. The proposed plan is to reduce
the road width by 4 feet, which will help comply with stormwater requirements
outlined in the City’s Municipal Separate Storm Sewer (MS4) permit and allow for the
continued parking on both sides of the roadway. This reduction in road width
decreases the impervious area, which in turn reduces the volume of runoff entering
the City’s Storm Sewer System. Additionally, narrowing the road provides the added
benefit of traffic calming; studies have shown that reduced road widths correlate with
slower vehicle speeds.
The typical roadway section is outlined in Appendix B . The City’s 2019 Bike and
Pedestrian Plan identifies a sidewalk connection between Walnut and Ash Streets.
Feedback from the open house was generally against installing a sidewalk on 2nd
Street. The installation of this sidewalk extension will be evaluated during final
design.
3.2 Storm Sewer
The corridor was evaluated for drainage improvements and upgrades to the storm
sewer system. Reconstruction of the streets offers the opportunity to increase profile
grades to better direct runoff to low points and through street intersections. Based
on the analysis of the drainage system, additional storm sewer is proposed to
improve street drainage. The new storm sewer system will be designed to handle a
10-year design storm, per the City standard, and will be laid out based on the final
grade of the roadway.
3.3 Watermain
Given the age, size, and condition of the existing water main along 2nd Street, it is
recommended that the existing 4 -inch and 6 -inch CIP water mains be replaced with
8 -inch ductile-iron pipe (DIP). This is consistent with recent Water Board direction
regarding watermain replacement in street reconstruction areas. Individual water
services will be replaced between the new main and the right-of-way.
3.4 Sanitary Sewer
The sanitary sewer system along 2nd Street was inspected by City staff to assess
the condition, and it was determined that full replacement is not warranted at this
time. There is a segment between Honeysuckle Avenue and Beech Street where a
sag was identified. This segment is propoosed to be removed and replaced.
Any sanitary sewer services encountered during the installation of watermain, or
storm sewer, will be completely replaced between the main and the property line.
Page 208 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Page 4
4. Right-of-Way and Easements
The existing right-of-way is generally 80 feet throughout the project area. Like many
older areas of the city, most lots do not have an additional drainage and utility
easement abutting the road right-of-way. No permanent or temporary easements are
required. If there is a need to access areas outside of the existing right-of-way, staff
will work with the affected property owner to obtain a right of entry.
Page 209 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Page 5
5. Private Utilities / Wetlands / Trees
5.1 Private Utilities
Private utilities are located throughout the project corridor and have been mapped
using the Gopher State One Call process. The most prominent are overhead utilities
on the west side of the road. Utility locations were gathered during the topographic
survey. Impacts on private utilities are expected to be minimal. A private utility
coordination meeting will be held during the final design phase, before the
commencement of construction.
5.2 Wetlands
No wetlands exist in the project area.
5.3 Trees
Tree locations were inventoried and mapped as part of the topographic survey
process. The condition of the trees within the project area were reviewed by the
City’s Natural Resource Specialist. Ash trees within the public right of way, as well
as trees with declining health, poor structural stability, or trees that are replaceable
with existing nursery stock, are candidates for removal prior to construction
activities. In addition, large healthy trees growing too close to a project that involves
major soil disturbance of any kind should be removed to avoid conflicts with the
construction activity. Additional field review of trees by city staff, and discussions
with residents as needed, will occur in spring 2026 ahead of anticipated
construction. Trees identified for removal can be found in Appendix E.
Page 210 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Page 6
6. Permits / Approvals
The following permits are required for the proposed improvements:
• An NPDES permit for construction activity will be required since more than
one (1) acre will be disturbed by construction activities with the project.
• Minnesota Department of Health (MDH) Permit – Replacement of w atermain.
• Dakota County Permit – Work within Right-of-Way
Page 211 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Page 7
7. Operational Issues and Costs
Upon project completion, operational issues and costs will decrease due to reduced
pavement surface, new pavement requiring less maintenance, improved drainage,
and watermain upgrades.
Page 212 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Page 8
8. Opinion of Probable Cost
The total project cost is estimated to be $3,230,320 . A detailed breakdown of the
cost opinion for the proposed project can be found in Appendix C of this report. The
opinion of cost incorporates estimated 2026 construction costs and includes a 10%
contingency factor. Indirect costs are projected at 18% of the estimated construction
cost and include legal, engineering, administrative, and financing costs.
COST SUMMARY
Construction Costs:
Schedule A - Street Improvements $1,514,610.00
Schedule B - Sanitary Sewer Improvements $61,600.00
Schedule C - Watermain Improvements $798,620.00
Schedule D - Storm Sewer Improvements $362,730.00
Construction Total: $2,737,560.00
Engineering and Administration Costs (18%) $492,760.00
TOTAL ESTIMATED PROJECT COSTS: $3,230,320.00
Page 213 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Page 9
9. Proposed Funding
The 2026-2030 Capital Improvement Plan (CIP) identified $2,600,000 in construction
expenditures for this project in 2026. These expenditures are in addition to the
$200,000 in expenditures that had been allocated for 2025; the total construction
cost in the CIP is $2,800,000. In addition to the $1,500,000 in G.O. Bonds issued for
this project in 2025; 2026 funding for the project in the CIP includes:
Funding Source Amount
Sewer Fund $ 200,000
Stormwater Fund $ 400,000
Water Fund $ 700,000
Total $1,300,000
Based on the estimated project costs and scope, the recommended funding sources
are as follows:
Funding Source Amount
General Obligation Bond Funds $1,787,2 4 0
Sewer Fund $ 7 2 ,690
Stormwater Fund $ 428,020
Water Fund $ 942,370
Total $3,230,320
Note that the above project costs distributed to these funding sources include a 10%
construction contingency; and does not reflect final design detail or competitive
bidding. Also, all project mobilization costs have been allocated to s treet
i mprovements, these costs can be allocated to utility work based on the bid unit
prices.
This project will not be subject to the Chapter 429 Special Assessment process.
Page 214 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Page 10
10. Project Schedule
The proposed schedule for this improvement is as follows:
Order Feasibility Report July 7, 2025
Neighborhood Meeting 1 (background, issues, etc.) September 17, 2025
City Council Receives Feasibility Report February 17, 2026
City Council Authorizes Preparation of Plans and
Specifications and PSA February 17, 2026
Neighborhood Meeting 2 (review of design concepts) March 4, 2026
Council Receives Plans and Specifications and Authorizes
Advertisement for Bids April 6, 2026
Ad for Bid to Finance and Commerce April 7, 2026
Publication Dates for Finance and Commerce April 10 and 17, 2026
Ad for Bid to Dakota County Tribune April 7, 2026
Publication Dates for Dakota County Tribune April 10 and 17, 2026
Receive Bids (10:00 am) April 28, 2026
Award Contract May 4, 2026
Pre -construction Meeting May 12, 2026
Neighborhood Meeting 3 (with contractor, pre -
construction) May 14, 2026
Begin Construction May 15, 2026
Construction Substantially Complete September 30, 2026
Construction Final Completion October 15, 2026
Two Year Warranty Inspection (after final payment and
acceptance) October 2028
Page 215 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Page 11
11. Public Involvement
The Public involvement process included a mailed survey and two neighborhood
open houses. Fourteen survey responses were received from the questionnaire that
identified known infrastructure issues. Several responses noted problems with
standing water and localized flooding.
Open House Meeting #1 – September 17 , 2025
The purpose of this meeting was to introduce the project, discuss overall goals, and
gather feedback on known issues that residents are experiencing. Seven households
attended the meeting, with comments focused on the scope of the improvements,
water and sanitary services, trees, speeding near the vicinity of Walnut Street,
parking, consideration of a stop sign at Walnut Street, potential sidewalk installation
concerns, construction impacts, and the timing of construction.
Open House Meeting #2 – March 4, 2026
Open House Meeting #3 – May 14, 2026
Page 216 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Page 12
12. Feasibility and Recommendation
The 20 2 6 Street Improvements Project includes roadway reconstruction, replacement
of concrete curb and gutter, replacement of water main, minor sanitary sewer
rehabilitation, and storm sewer improvements.
The total estimated cost for the project, including roadway, storm sewer, minor
sanitary sewer, and water main improvements, is $3,230,320 . The project is proposed
to be funded through a combination of General Obligation Bonds and local funds.
Construction costs are based on anticipated 2026 construction costs.
This project is feasible, necessary, and cost-effective from an engineering
standpoint. The project's feasibility is subject to financial review by the City. Based
on the information contained in this report, it is recommended that the improvements
outlined herein be implemented.
Page 217 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Appendix
Appendix A
Project Location Map
Page 218 of 276
2ND STREET 2ND STREET
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2026 STREET IMPROVEMENTS PROJECT
LOCATION MAP
CITY OF FARMINGTON
EXHIBIT 1
NSCALE IN FEET
0
H:
200 400
WSB PROJECT NO.:
031071-000
FEBRUARY 2026
Pa
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Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Appendix
Appendix B
Design Concepts
Page 220 of 276
17' LANE
40' R/W40' R/W
17' LANE
34' F-F
16' LANE
40' R/W40' R/W
16' LANE
32' F-F
C/L
SECOND STREET
(ASH STREET - WALNUT STREET)
C/L
SECOND STREET
(WALNUT STREET - SPRUCE STREET)
B618 CONCRETE
CURB & GUTTER
B618 CONCRETE
CURB & GUTTER
B618 CONCRETE
CURB & GUTTER
B618 CONCRETE
CURB & GUTTER
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EXHIBIT 2
CITY OF FARMINGTON
EXISTING STREET
WSB PROJECT NO.:
031071-000
FEBRUARY 2026
Pa
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16' LANE
40' R/W40' R/W
5' BOULEVARD 5' BOULEVARD16' LANE
32' F-F
INSET A
2.5" TYPE SP12.5 BITUMINOUS NON-WEARING COURSE MIXTURE SPNWB330C
1.5" TYPE SP9.5 BITUMINOUS WEARING COURSE MIXTURE SPWEA330C
2357 BITUMINOUS TACK COAT
8" AGGREGATE BASE CLASS 5 (OR RECYCLED EQUAL MEETING MNDOT 3138)
12" EXCAVATION SUBGRADE AND AGGREGATE BACKFILL (MNDOT 3149.2E)
C/L
SECOND STREET
(ASH STREET - SPRUCE STREET)
1/2
1
4" TOPSOIL
AND SOD
1/2
1
4" TOPSOIL
AND SOD
C/L PROFILE
B618 CONCRETE
CURB & GUTTER
B618 CONCRETE
CURB & GUTTER
SEE INSET A
2.0%2.0%2.0%2.0%
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EXHIBIT 3
CITY OF FARMINGTON
TYPICAL SECTIONS
2026 STREET IMPROVEMENTS PROJECT
WSB PROJECT NO.:
031071-000
FEBRUARY 2026
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12"
12
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1021 2ND ST 1017 2ND ST 1011 2ND ST 1009 2ND ST 1005 2ND ST 1001 2ND ST 921 2ND ST
121 ASH ST
1012 2ND ST 1008 2ND ST 1004 2ND ST 1002 2ND ST 1000 2ND STEX
6
"
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8" DIP
DAKOTA
COUNTY
ROW
32' F-F
12
'
10
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EXISTING WATERMAIN
PROPOSED WATERMAIN
EXISTING SANITARY SEWER
EXISTING SANITARY MANHOLE
RECONSTRUCT SANITARY MANHOLE
PROPOSED CURB AND GUTTER
EXISTING STORM SEWER PIPE
EXISTING STORM STRUCTURE
PROPOSED STORM SEWER PIPE
PROPOSED DRAINAGE STRUCTURE
ST
BITUMINOUS ROAD / DRIVEWAY
CONCRETE DRIVEWAY / SIDEWALK
GRAVEL DRIVE
LEGEND
EXISTING
CONIFEROUS TREE
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DECIDUOUS TREE
PROPOSED SANITARY SEWER
WSB PROJECT NO.:
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031071-000
2026 STREET IMPROVEMENT PROJECT
PROPOSED IMPROVEMENTS
FARMINGTON, MINNESOTA
EXHIBIT 4N
SCALE IN FEET
0
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50 100
FEBRUARY 05, 2026
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809 2ND ST 200 MAPLE ST
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1000 2ND ST
908 2ND ST 904 2ND ST S
8" DIP 8" DIP
32' F-F
11
'
10
'
REPLACE SANITARY SEWER
DUE TO MULTIPLE SAGS AND
SHORT LINER FAILURE
S
S
EXISTING WATERMAIN
PROPOSED WATERMAIN
EXISTING SANITARY SEWER
EXISTING SANITARY MANHOLE
RECONSTRUCT SANITARY MANHOLE
PROPOSED CURB AND GUTTER
EXISTING STORM SEWER PIPE
EXISTING STORM STRUCTURE
PROPOSED STORM SEWER PIPE
PROPOSED DRAINAGE STRUCTURE
ST
BITUMINOUS ROAD / DRIVEWAY
CONCRETE DRIVEWAY / SIDEWALK
GRAVEL DRIVE
LEGEND
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EXHIBIT 5
WSB PROJECT NO.:
031071-000
2026 STREET IMPROVEMENT PROJECT
FARMINGTON, MINNESOTA
HO
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SCALE IN FEET
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18
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12"12"
1
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12"
12
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EX
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R
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P
200 MAPLE ST 201 MAPLE ST 713 2ND ST 709 2ND ST 705 2ND ST 701 2ND ST 625 2ND ST 623 2ND ST 617 2ND ST 613 2ND ST
612 2ND ST
616 2ND ST620 2ND ST622 2ND ST
704 2ND ST
706 2ND ST
708 2ND ST
720 2ND ST
108 MAPLE ST
110 MAPLE ST
8" DIP
32' F-F
19
'
10
'
8" DIP 8" DIP
10
"
D
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EXISTING WATERMAIN
PROPOSED WATERMAIN
EXISTING SANITARY SEWER
EXISTING SANITARY MANHOLE
RECONSTRUCT SANITARY MANHOLE
PROPOSED CURB AND GUTTER
EXISTING STORM SEWER PIPE
EXISTING STORM STRUCTURE
PROPOSED STORM SEWER PIPE
PROPOSED DRAINAGE STRUCTURE
ST
BITUMINOUS ROAD / DRIVEWAY
CONCRETE DRIVEWAY / SIDEWALK
GRAVEL DRIVE
LEGEND
EXISTING
CONIFEROUS TREE
EXISTING
DECIDUOUS TREE
PROPOSED SANITARY SEWER
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EXHIBIT 6
WSB PROJECT NO.:
031071-000
2026 STREET IMPROVEMENT PROJECT
FARMINGTON, MINNESOTA
MA
P
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E
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PROPOSED IMPROVEMENTS
MA
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SCALE IN FEET
0
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50 100
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S
48
"
36
"
14
"
14
"
18
"
ST 15"
48"
15"15"
15
"
15"
15
"
EX 48" R
C
P
15"
EX 48" RCP
EX
8
"
R
C
P
508 3RD ST
208 WALNUT ST
204 WALNUT ST
200 WALNUT ST
201 WALNUT ST
513 2ND ST
510 2ND ST
510 2ND ST
612 2ND ST612 2ND ST
RAILRO
A
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H
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S
32' F-F
32' F-F
19
'
10
'
8" DIP
EX
6
"
D
I
P
DAKOTA
COUNTY
ROW
S
S
EXISTING WATERMAIN
PROPOSED WATERMAIN
EXISTING SANITARY SEWER
EXISTING SANITARY MANHOLE
RECONSTRUCT SANITARY MANHOLE
PROPOSED CURB AND GUTTER
EXISTING STORM SEWER PIPE
EXISTING STORM STRUCTURE
PROPOSED STORM SEWER PIPE
PROPOSED DRAINAGE STRUCTURE
ST
BITUMINOUS ROAD / DRIVEWAY
CONCRETE DRIVEWAY / SIDEWALK
GRAVEL DRIVE
LEGEND
EXISTING
CONIFEROUS TREE
EXISTING
DECIDUOUS TREE
PROPOSED SANITARY SEWER
C:
\
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EXHIBIT 7
WSB PROJECT NO.:
031071-000
2026 STREET IMPROVEMENT PROJECT
FARMINGTON, MINNESOTA
WA
L
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S
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PROPOSED IMPROVEMENTS
MA
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5
SCALE IN FEET
0
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50 100
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FEBRUARY 05, 2026
Pa
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Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Appendix
Appendix C
Preliminary Cost Estimate
Page 227 of 276
WSB Project:2026 Street Improvement Project Design By:KAK
Project Location:Farmington, MN Checked By:ME
City Project No.:25-01
WSB Project No:031071-000 Date:2/6/2026
ITEM
NO.
MNDOT
SPECIFICATION
NO.
DESCRIPTION UNIT
ESTIMATED
TOTAL
QUANTITY
ESTIMATED
UNIT PRICE
ESTIMATED
TOTAL COST
1 2021.501 MOBILIZATION L S 1 $84,160.00 $84,160.00
2 2101.502 CLEARING EACH 30 $450.00 $13,500.00
3 2101.502 GRUBBING EACH 30 $150.00 $4,500.00
4 2104.502 REMOVE SIGN EACH 20 $100.00 $2,000.00
5 2104.502 SALVAGE MAIL BOX SUPPORT EACH 51 $35.00 $1,785.00
6 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F 400 $6.00 $2,400.00
7 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)L F 1000 $4.00 $4,000.00
8 2104.503 REMOVE CURB AND GUTTER L F 5300 $3.50 $18,550.00
9 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 600 $8.00 $4,800.00
10 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 400 $5.00 $2,000.00
11 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 10000 $2.00 $20,000.00
12 2104.518 REMOVE CONCRETE WALK S F 1400 $6.00 $8,400.00
13 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES L S 1 $5,000.00 $5,000.00
14 2106.507 EXCAVATION - COMMON (P)C Y 4600 $28.00 $128,800.00
15 2106.507 EXCAVATION - SUBGRADE (P)C Y 3800 $28.00 $106,400.00
16 2106.507 SELECT GRANULAR EMBANKMENT (CV) (P)C Y 3800 $32.00 $121,600.00
17 2112.601 SUBGRADE PREPARATION ROAD STA 27 $200.00 $5,400.00
18 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 100 $180.00 $18,000.00
19 2123.610 1.5 CU YD BACK HOE HOUR 40 $750.00 $30,000.00
20 2211.507 AGGREGATE BASE (CV) CLASS 5 (P)C Y 2400 $38.00 $91,200.00
21 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GALLON 510 $3.50 $1,785.00
22 2360.504 TYPE SP 9.5 WEAR CRS MIX (2,C) 3.0" THICK S Y 300 $45.00 $13,500.00
23 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)TON 900 $90.00 $81,000.00
24 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)TON 1500 $85.00 $127,500.00
25 2411.601 PRECONDITION SURVEY L S 1 $15,000.00 $15,000.00
26 2502.503 4" PERF PVC PIPE DRAIN L F 400 $16.00 $6,400.00
27 2502.602 4" PVC PIPE DRAIN CLEANOUT EACH 16 $350.00 $5,600.00
28 2504.601 IRRIGATION SYSTEM REPAIR L S 1 $5,000.00 $5,000.00
29 2505.601 UTILITY COORDINATION L S 1 $2,500.00 $2,500.00
30 2521.518 4" CONCRETE WALK S F 200 $8.00 $1,600.00
31 2521.518 6" CONCRETE WALK S F 800 $12.00 $9,600.00
32 2531.503 CONCRETE CURB AND GUTTER DESIGN B618 L F 5300 $24.00 $127,200.00
33 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 700 $85.00 $59,500.00
34 2531.504 8" CONCRETE DRIVEWAY PAVEMENT S Y 100 $100.00 $10,000.00
35 2531.504 7" CONCRETE VALLEY GUTTER S Y 40 $120.00 $4,800.00
36 2531.618 TRUNCATED DOMES S F 90 $65.00 $5,850.00
37 2540.602 INSTALL MAIL BOX SUPPORT EACH 51 $185.00 $9,435.00
38 2540.602 TEMPORARY MAIL BOX EACH 51 $250.00 $12,750.00
39 2563.601 TRAFFIC CONTROL L S 1 $25,000.00 $25,000.00
40 2564.618 SIGN PANELS TYPE C S F 90 $65.00 $5,850.00
41 2564.618 SIGN PANELS TYPE SPECIAL S F 40 $65.00 $2,600.00
42 2573.502 STORM DRAIN INLET PROTECTION EACH 30 $250.00 $7,500.00
43 2573.503 SILT FENCE, TYPE MS L F 1000 $2.75 $2,750.00
44 2573.503 SEDIMENT CONTROL LOG TYPE STRAW L F 1000 $3.50 $3,500.00
45 2573.601 STABILIZED CONSTRUCTION EXIT L S 1 $5,000.00 $5,000.00
46 2574.507 BOULEVARD TOPSOIL BORROW C Y 1200 $42.00 $50,400.00
47 2575.523 WATER M GALLONS 100 $60.00 $6,000.00
48 2575.523 RAPID STABILIZATION METHOD 3 M GALLONS 10 $1,500.00 $15,000.00
49 2575.604 SODDING, TYPE LAWN S Y 6670 $12.00 $80,040.00
50 2582.518 CROSSWALK MULTI COMP S F 220 $8.00 $1,760.00
CONSTRUCTION TOTAL $1,376,915.00
CONTINGENCY TOTAL (10%)$137,691.50
SUBTOTAL $1,514,606.50
INDIRECT COST TOTAL (18%)$272,629.17
TOTAL $1,787,235.67
OPINION OF PROBABLE COST
SCHEDULE A - STREET IMPROVEMENTS
Page 228 of 276
WSB Project:2026 Street Improvement Project Design By:KAK
Project Location:Farmington, MN Checked By:ME
City Project No.:25-01
WSB Project No:031071-000 Date:2/6/2026
ITEM NO.
MNDOT
SPECIFICATION
NO.
DESCRIPTION UNIT
ESTIMATED
TOTAL
QUANTITY
ESTIMATED
UNIT PRICE
ESTIMATED
TOTAL COST
51 2104.502 REMOVE SEWER PIPE (SANITARY)L F 280 $10.00 $2,800.00
52 2503.601 TEMPORARY BYPASS PUMPING L S 1 $1,500.00 $1,500.00
53 2503.602 CONNECT TO EXISTING MANHOLES (SAN)EACH 2 $2,000.00 $4,000.00
54 2503.602 8"X6" PVC WYE EACH 7 $500.00 $3,500.00
55 2503.602 CONNECT TO EXISTING SANITARY SEWER SER EACH 7 $500.00 $3,500.00
56 2503.603 8" PVC PIPE SEWER SDR 35 L F 280 $65.00 $18,200.00
57 2506.602 RECONSTRUCT MANHOLE (SANITARY)EACH 9 $2,500.00 $22,500.00
CONSTRUCTION TOTAL $56,000.00
CONTINGENCY TOTAL (10%)$5,600.00
SUBTOTAL $61,600.00
INDIRECT COST TOTAL (18%)$11,088.00
TOTAL $72,688.00
OPINION OF PROBABLE COST
SCHEDULE B - SANITARY SEWER IMPROVEMENTS
Page 229 of 276
WSB Project:2026 Street Improvement Project Design By:KAK
Project Location:Farmington, MN Checked By:ME
City Project No.:25-01
WSB Project No:031071-000 Date:2/6/2026
ITEM
NO.
MNDOT
SPECIFICATION
NO.
DESCRIPTION UNIT
ESTIMATED
TOTAL
QUANTITY
ESTIMATED
UNIT PRICE
ESTIMATED
TOTAL COST
58 2104.502 REMOVE GATE VALVE & BOX EACH 4 $350.00 $1,400.00
59 2104.502 REMOVE HYDRANT EACH 6 $1,500.00 $9,000.00
60 2104.503 REMOVE WATER MAIN L F 2400 $10.00 $24,000.00
61 2104.509 REMOVE WATER SERVICE AND CURB BOX EACH 51 $250.00 $12,750.00
62 2104.602 REMOVE SANITARY SERVICE PIPE EACH 10 $500.00 $5,000.00
63 2503.602 RECONNECT SANITARY SERVICE PIPE EACH 20 $500.00 $10,000.00
64 2503.603 4" PVC SANITARY SERVICE PIPE L F 200 $68.00 $13,600.00
65 2503.603 6" PVC SANITARY SERVICE PIPE L F 200 $72.00 $14,400.00
66 2504.601 TEMPORARY WATER SERVICE L S 1 $25,000.00 $25,000.00
67 2504.602 CONNECT TO EXISTING WATER MAIN EACH 7 $2,500.00 $17,500.00
68 2504.602 CONNECT TO EXISTING WATER SERVICE EACH 51 $350.00 $17,850.00
69 2504.602 HYDRANT EACH 7 $7,500.00 $52,500.00
70 2504.602 1" CORPORATION STOP EACH 51 $500.00 $25,500.00
71 2504.602 6" GATE VALVE AND BOX EACH 7 $3,500.00 $24,500.00
72 2504.602 8" GATE VALVE AND BOX EACH 12 $4,000.00 $48,000.00
73 2504.602 10" GATE VALVE AND BOX EACH 1 $7,500.00 $7,500.00
74 2504.602 1" CURB STOP AND BOX EACH 51 $650.00 $33,150.00
75 2504.603 1" TYPE K COPPER PIPE L F 2040 $52.00 $106,080.00
76 2504.603 6" WATER MAIN-DUCT IRON CL 52 L F 100 $72.00 $7,200.00
77 2504.603 8" WATER MAIN-DUCT IRON CL 52 L F 2800 $78.00 $218,400.00
78 2504.603 10" WATER MAIN-DUCT IRON CL 52 L F 40 $92.00 $3,680.00
79 2504.604 4" POLYSTYRENE INSULATION S Y 200 $65.00 $13,000.00
80 2504.608 DUCTILE IRON FITTINGS POUND 3000 $12.00 $36,000.00
CONSTRUCTION TOTAL $726,010.00
CONTINGENCY TOTAL (10%)$72,601.00
SUBTOTAL $798,611.00
INDIRECT COST TOTAL (18%)$143,749.98
TOTAL $942,360.98
OPINION OF PROBABLE COST
SCHEDULE C - WATERMAIN IMPROVEMENTS
Page 230 of 276
WSB Project:2026 Street Improvement Project Design By:KAK
Project Location:Farmington, MN Checked By:ME
City Project No.:25-01
WSB Project No:031071-000 Date:2/6/2026
ITEM
NO.
MNDOT
SPECIFICATION
NO.
DESCRIPTION UNIT
ESTIMATED
TOTAL
QUANTITY
ESTIMATED
UNIT PRICE
ESTIMATED
TOTAL COST
81 2104.502 REMOVE DRAINAGE STRUCTURE EACH 8 $500.00 $4,000.00
82 2104.502 REMOVE SEWER PIPE (STORM)L F 300 $10.00 $3,000.00
82 2503.503 12" RC PIPE SEWER DESIGN 3006 CLASS V L F 1600 $80.00 $128,000.00
83 2503.503 15" RC PIPE SEWER DESIGN 3006 CLASS V L F 800 $85.00 $68,000.00
83 2503.503 48" RC PIPE SEWER DESIGN 3006 CLASS III L F 50 $200.00 $10,000.00
84 2503.502 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 2 $2,000.00 $4,000.00
85 2503.502 CONNECT TO EXISTING STORM SEWER EACH 2 $2,000.00 $4,000.00
86 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (2'X3')EACH 10 $2,500.00 $25,000.00
87 2506.502 CASTING ASSEMBLY EACH 13 $1,200.00 $15,600.00
88 2506.502 CHIMNEY SEALS EACH 24 $350.00 $8,400.00
89 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 L F 60 $650.00 $39,000.00
90 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 96-4020 L F 10 $2,000.00 $20,000.00
91 2506.602 ADJUST FRAME AND RING CASTING (STORM)EACH 1 $750.00 $750.00
CONSTRUCTION TOTAL $329,750.00
CONTINGENCY TOTAL (10%)$32,975.00
SUBTOTAL $362,725.00
INDIRECT COST TOTAL (18%)$65,290.50
TOTAL $428,015.50
OPINION OF PROBABLE COST
SCHEDULE D - STORM SEWER IMPROVEMENTS
Page 231 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Appendix
Appendix D
Geotechnical Report
Page 232 of 276
GEOTECHNICAL REPORT
2026 2ND STREET IMPROVEMENT
PROJECT
FARMINGTON, MINNESOTA
September 25, 2025
Prepared for:
City of Farmington
430 3rd Street
Farmington, MN 55024
WSB PROJECT NO. 031071-000
Page 233 of 276
GEOTECHNICAL REPORT
Geotechnical Report
2026 2nd Street Improvement Project
Farmington, MN
WSB Project No. 031071-000
2026 2ND STREET IMPROVEMENT PROJECT
FOR
CITY OF FARMINGTON
September 25, 2025
Page 234 of 276
GEOTECHNICAL REPORT
Geotechnical Report
2026 2nd Street Improvement Project
Farmington, MN
WSB Project No. 031071-000
CERTIFICATION
I hereby certify that this plan, specification, or report was prepared by me or
under my direct supervision and that I am a duly Licensed Professional
Engineer under the laws of the State of Minnesota.
Mark W. Osborn, PE
Date: September 25, 2025 Lic. No. 41362
Page 235 of 276
54
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September 25, 2025
John Powell, PE
Public Works Director/City Engineer
City of Farmington
430 Third Street
Farmington, MN 55024
Re: Geotechnical Report
2026 2nd Street Improvement Project
WSB Project No.: 031071-000
We have conducted a geotechnical subsurface exploration program for the above-mentioned
project. This report contains our soil boring logs, an evaluation of the conditions encountered in
the borings and our recommendations for dewatering, subgrade improvements, underground
utilities, pavement design, and other geotechnical related design and construction considerations.
If you have questions concerning this report or our recommendations, or regarding construction
material testing for this project, please call us at 952.737.4660.
Sincerely,
WSB
Mark Osborn, PE Alex Wacek, EIT
Senior Geotechnical Engineer Geotechnical Engineering Specialist
Attachment:
Geotechnical Report
MWO/ams
Page 236 of 276
TABLE OF CONTENTS
Geotechnical Report
2026 2nd Street Improvement Project
Farmington, MN
WSB Project No. 031071-000
TITLE SHEET
CERTIFICATION SHEET
LETTER OF TRANSMITTAL
TABLE OF CONTENTS
1. INTRODUCTION ................................................................................................................................... 1
Project Location ......................................................................................................................... 1
Project Description .................................................................................................................... 1
Purpose and Project Scope of Services .................................................................................... 1
2. PROCEDURES ..................................................................................................................................... 2
2.1 Boring Layout and Soil Sampling Procedures ........................................................................... 2
2.2 Groundwater Measurements and Borehole Abandonment ....................................................... 2
2.3 Boring Log Procedures and Qualifications ................................................................................ 2
3. EXPLORATION RESULTS .................................................................................................................. 3
3.1 Site and Geology ....................................................................................................................... 3
3.2 Subsurface Soil and Groundwater Conditions .......................................................................... 3
3.3 Strength Characteristics ............................................................................................................ 3
3.4 Groundwater Conditions ............................................................................................................ 4
4. ENGINEERING ANALYSIS AND RECOMMENDATIONS .................................................................. 5
4.1 Discussion ................................................................................................................................. 5
4.2 Backfill and Fill Selection and Compaction ............................................................................... 5
4.3 Pavement Subgrade Preparation and Stability ......................................................................... 6
4.4 Pavement Area .......................................................................................................................... 6
4.5 Corrosion Potential .................................................................................................................... 7
4.6 Utilities ....................................................................................................................................... 8
4.7 Dewatering................................................................................................................................. 8
4.8 Construction Considerations ..................................................................................................... 8
4.9 Construction Safety ................................................................................................................... 8
4.10 Cold Weather Construction ....................................................................................................... 9
4.11 Field Observation and Testing................................................................................................... 9
4.12 Plan Review and Remarks ........................................................................................................ 9
5. STANDARD OF CARE ....................................................................................................................... 11
Appendix A
Soil Boring Exhibit
Logs of Test Borings
Symbols and Terminology on Test Boring Log
Notice to Report Users Boring Log Information
Unified Soil Classification System (USCS)
Page 237 of 276
Geotechnical Report
2026 2nd Street Improvement Project
Farmington, MN
WSB Project No. 031071-000 Page 1
1. INTRODUCTION
Project Location
The site is located along 2nd Street, from Spruce Street to 220th Street West in Farmington, Minnesota.
The approximate soil boring locations can be found on the Soil Boring Exhibit in Appendix A.
Project Description
It is proposed to reconstruct the existing roadway and improve the existing watermain with a limited storm
sewer. Sanitary sewer needs will be determined based on televising by the City, though this is expected
to be minimal.
We understand that the vertical and horizontal alignment of the roadway will remain similar to existing
conditions.
WSB has developed recommendations for this project in consideration of the proposed layout and
configurations as understood at this time. When the designer develops additional information about final
design or other significant factors, the recommendations presented herein may no longer apply. WSB
should be made aware of the revised or additional information in order to evaluate the recommendations
for continued applicability.
Purpose and Project Scope of Services
The City of Farmington authorized this scope of service. In order to assist the design team in preparing
plans and specifications, we have developed recommendations for designing utilities and pavements. As
such, we have completed a subsurface exploration program and prepared a geotechnical report for the
referenced site. This stated purpose was a significant factor in determining the scope and level of service
provided. Should the purpose of the report change the report immediately ceases to be valid and use of it
without WSB’s prior review and written authorization should be at the user’s sole risk.
Our authorized scope of work has been limited to:
1. Clearing underground utilities utilizing Gopher State One Call.
2. Mobilization / demobilization of a truck mounted drill rig.
3. Drilling 6 standard penetration borings to depths of about 20-feet.
4. Sealing the borings per Minnesota Department of Health procedures.
5. Perform soil classification and analysis.
6. Review of available project information and geologic data.
7. Providing this geotechnical report containing:
a. Summary of our findings.
b. Discussion of subsurface soil and groundwater conditions and how they may affect the
proposed utilities and pavements.
c. Estimated R-value of the soils.
d. Recommended pavement section.
e. A discussion of soils for use as structural fill and site fill.
Page 238 of 276
Geotechnical Report
2026 2nd Street Improvement Project
Farmington, MN
WSB Project No. 031071-000 Page 2
2. PROCEDURES
2.1 Boring Layout and Soil Sampling Procedures
WSB completed 6 standard penetration soil borings at the project site. WSB recommended the boring
depths and selected the desired locations. Our field crew staked the borings using the supplied site plan.
approximate boring locations are shown on the Soil Boring Exhibit in Appendix A which is an aerial
photo. The ground surface elevations at the borings were estimated by using LIDAR data with 2-foot
contours. These maps should be accurate to within +/- one foot (1’) provided ground surface
modifications at this site have not been completed since LIDAR data was obtained.
We completed the borings between August 19 and 29, 2025, with a truck-mounted CME-55 drill rig
operated by a two-person crew. The drill crew advanced the borings using continuous hollow stem
augers. The drilling information is provided on the boring logs.
The drill crew sampled the soil in advance of the auger tip at two and one-half (2 ½) foot intervals to a
depth of 15 feet and then at five (5) foot intervals thereafter to the termination depth of the boring. The
soil samples were obtained using a split-barrel sampler which was driven into the ground during standard
penetration tests in accordance with ASTM D 1586, Standard Method of Penetration Test and Split-Barrel
Sampling of Soils. The materials encountered were described on field logs and representative samples
were containerized and transported to our laboratory for further observation and testing.
The samples were visually observed to estimate the distribution of grain sizes, plasticity, consistency,
moisture condition, color, presence of lenses and seams, and apparent geologic origin. We classified the
soils according to type using the Unified Soil Classification System (USCS). A chart describing the USCS
is included in Appendix A.
2.2 Groundwater Measurements and Borehole Abandonment
The drill crew observed the borings for free groundwater while drilling and after completion of the borings.
These observations and measurements are noted on the boring logs. The crew then backfilled the
borings to comply with Minnesota Department of Health regulations.
2.3 Boring Log Procedures and Qualifications
The subsurface conditions encountered by the borings are illustrated on the Logs of Test Borings in
Appendix A. Similar soils were grouped into the strata shown on the boring logs, and the appropriate
estimated USCS classification symbols were also added. The depths and thickness of the subsurface
strata indicated on the boring logs were estimated from the drilling results.
The transition between materials (horizontal and vertical) is approximate and is usually far more gradual
than shown. Information on actual subsurface conditions exists only at the specific locations indicated
and is relevant only to the time the exploration was performed. Subsurface conditions and groundwater
levels at other locations may differ from conditions found at the indicated locations. The nature and
extent of these conditions would not become evident until exposed by construction excavation. These
stratification lines were used for our analytical purposes and due to the aforementioned limitations, should
not be used as a basis of design or construction cost estimates.
Page 239 of 276
Geotechnical Report
2026 2nd Street Improvement Project
Farmington, MN
WSB Project No. 031071-000 Page 3
3. EXPLORATION RESULTS
3.1 Site and Geology
The borings were taken directly along 2nd Street. Boring elevations ranged from 906.0 to 910.0 feet.
Geologic origins can be difficult to determine solely from boring samples. We referenced online geologic
data of the area and used our experience to help determine geologic origin of the soils, however only a
detailed geologic exploration would accurately determine the geologic history of the site.
The Dakota County Geologic Atlas indicates the surficial geology of the area is mostly glacial deposits,
consisting of fine to coarse grained sands.
3.2 Subsurface Soil and Groundwater Conditions
The boring profile generally consisted of a pavement section overlying fill, followed by glacial deposits.
Pavement Section
The pavement section encountered in the borings generally consisted of 2 – 4 inches of bituminous
overlying 3 – 12 inches of aggregate base. The aggregate base was classified as Sand with Gravel.
Fills
The fills encountered in the borings generally consisted of a mixture of clayey sands, sands, and lean
clays that were 4 – 6 feet in thickness where encountered.
Glacial
The glacial deposits encountered in the borings consisted of sands and clayey sands. The sands were
light brown and brown in color and were moist to waterbearing. The clayey sands were brown in color and
were moist.
Boring Profiles
Table 1 below presents the existing roadway pavement section and subgrade profiles.
Table 1: Existing Profiles
Boring
No.
Bituminous
Thickness
(inches)
Aggregate
Base
Thickness
(inches)
Subgrade Soils
(Upper 4 feet)
B-1 3 3 Sandy Lean Clay (fill)
B-2 2.5 11 Clayey Sand (fill)
B-3 2 8 Clayey Sand (fill)
B-4 3 7 Clayey Sand (SC), Sand (SP)
B-5 3 9 Clayey Sand (fill), Sand (fill)
B-6 4 12 Clayey Sand (fill)
3.3 Strength Characteristics
The penetration resistance N-values of the materials encountered were recorded during drilling and are
indicated as blows per foot (BPF). Those values provide an indication of soil strength characteristics and
are located on the boring log sheets. Also, visual-manual classification techniques and apparent moisture
contents were also utilized to make an engineering judgment of the consistency of the materials.
Page 240 of 276
Geotechnical Report
2026 2nd Street Improvement Project
Farmington, MN
WSB Project No. 031071-000 Page 4
Table 2 presents a summary of the penetration resistances (N-value which are indicated by Blows Per
Foot BPF) in the soils for the borings completed and remarks regarding the material strengths of the soils.
Table 2: Penetration Resistances
Soil Type Classification Penetration
Resistances Remarks
Fill SP, SC, CL 5 – 13 BPF Poor to moderate compaction
Glacial SP, SC 2 – 33 BPF Very loose to dense
The preceding is a generalized description of soil conditions at this site. Variations from the generalized
profile exist and should be assessed from the boring logs, the normal geologic character of the deposits,
and the soils uncovered during site excavation.
3.4 Groundwater Conditions
WSB took groundwater level readings in the exploratory borings, reviewed the data obtained, and
discussed its interpretation of the data in the text of the report. Note that groundwater levels may
fluctuate due to seasonal variations (e.g., precipitation, snowmelt, and rainfall) and/or other factors not
evident at the time of measurement.
Table 3 below is a summary of the estimated water levels at our borings.
Table 3: Groundwater Measurements
Boring No. Ground Surface
Elevation
Estimated Depth
to Groundwater
Estimated
Groundwater
Elevation
B-1 906 8 898
B-2 906 9.5 896.5
B-3 906 10 896
B-4 907 10 897
B-5 909 9.5 899.5
B-6 910 10 900
n/a – indicates ground water was not encountered. Elevations are rounded to the highest ½ foot.
Gray colored soils were not encountered. Gray colored soils can be an indication of long-term saturation
conditions and could show potential groundwater elevations. The shallow groundwater could present an
issue to excavations, subgrade placement, and for utility installation. It is our opinion that wet soils,
waterbearing sand lenses, and perched groundwater could be encountered at this site and could affect
construction of subgrade elements and utilities.
The Vermillion River is located approximately ⅓ mile to the northwest of the project. According to online
data from the Minnesota Department of Natural Resources, the Vermillion River has an ordinary high-
water level of 896 feet.
The bore holes were only left open for a short period of time, and groundwater levels may not have
stabilized.
Page 241 of 276
Geotechnical Report
2026 2nd Street Improvement Project
Farmington, MN
WSB Project No. 031071-000 Page 5
4. ENGINEERING ANALYSIS AND RECOMMENDATIONS
4.1 Discussion
Organic soils and vegetated root zones are not suitable for structural support and should be removed
from the construction area if encountered.
We were informed that as-built drawings of the roadway indicated a concrete section below the
bituminous pavement, however our borings did not encounter any concrete within the pavement area.
No information was provided to us regarding density tests or excavation observations for the existing fills
encountered at the boring locations. Generally, fills that are not documented are recommended for
removal and replacement with an engineered fill. Construction on existing fills has a higher risk of
differential settlement. The best option would be complete removal of the existing fill materials, and
replacement with engineered fill.
Our borings did not encounter deleterious materials within or beneath the fill. If the owner is willing to
accept a higher risk of total and differential settlement and potentially higher maintenance costs, an
alternate option would be a partial subcut of the soils. Surficial compaction of the exposed existing fills
and observations and testing during construction would lessen the risks.
Based on the results of our borings, the glacially deposited soils generally appear capable of supporting
the roadway and utilities.
General
It is our opinion that groundwater could be encountered by excavations at this site and could affect
construction of subgrade elements and utilities. It is possible that groundwater levels could rise above the
planned utility elevations. Consideration should be given to adjusting the elevation of the proposed
utilities to account for fluctuations in groundwater elevation.
Generally, the soils in the upper 4 feet of the subgrade influence pavement performance the most. The
soils within the pavement subgrade consist of clayey soils, which are frost susceptible soils.
Consideration should be given to partially subcutting these soils and replacing them with a non-frost
susceptible granular fill to reduce the potential frost heave below the pavement section.
4.2 Backfill and Fill Selection and Compaction
The on-site non-organic soils may be reused as backfill and fill provided they are moisture conditioned
and can be compacted to their specified densities. Wet soils that are excavated would need to be dried
before being reused as an engineered fill. We recommend using a minimum of 2 feet of clean coarse
sand with less than 50 percent passing the #40 sieve and less than 5 percent passing the #200 sieve
when backfilling the bottom of a wet excavation.
Gravel or cobbles larger than 2 inches in diameter should not be placed within 2 feet of grading grade or
utilities. We recommend that clayey soils be moisture conditioned to within +/-2 percent of the optimum
moisture content as determined from their standard Proctor tests (ASTM D-698). Granular fills should be
moisture conditioned to between -4% and +2% of the optimum moisture content. Fill should be spread in
lifts of 6 inches, depending on the size and type of compaction equipment used.
Page 242 of 276
Geotechnical Report
2026 2nd Street Improvement Project
Farmington, MN
WSB Project No. 031071-000 Page 6
Table 4 provides the recommended compaction levels.
Table 4: Recommended Level of Compaction for Backfill and Fill
Area Percent of Standard Proctor
Maximum Dry Density
Pavement: Within 3 feet of bottom of aggregate base 100
Pavement: Greater than 3 feet below aggregate base 95
Utility Trench and Utility Structure Backfill 100
Landscaping (non-structural) 90
4.3 Pavement Subgrade Preparation and Stability
We recommend excavation of organics below the pavement areas.
The soils at the bottom of the excavation should be prepared in accordance with MnDOT Specification
2112, Subgrade Preparation. Before placement of the sand subbase, the final subgrade should have
proper stability within three vertical feet of grading grade (grade which contacts the bottom of the
aggregate base). This will generally be achieved in fill areas with proper compaction of embankment
materials and in cut areas through proper subgrade preparation. The stability of the pavement subgrade
should be evaluated prior to placement of the sand subbase using the test roll procedure (MnDOT 2111),
except a fully loaded tandem axle dump truck or a full water truck should be utilized for the test roll. If
unstable soils are found under the test roll, these soils should be improved by means of scarification,
moisture conditioning, and re-compaction, or by subcutting and replacement.
4.4 Pavement Area
Once the site has been prepared as recommended, we anticipate the prepared subgrade soils will consist
mostly of sandy lean clays and clayey sands. Based on the MnDOT Flexible Pavement Guide from 2020,
the R-values of the subgrade soils would range between 10 and 20. We used a design R-value of 12 for
the roadway.
No historical traffic data from the MnDOT Traffic Mapping Application was available for 2nd Street to
determine the estimated Equivalent Single Axle Loads (ESAL’s) for roadway design, so a nearby street
(3rd Street) was used. ESAL’s were estimated to be approximately 184,000. Our design is based on a
standard twenty (20) year design life of the urban pavement section and a 10-ton road design.
Based on MnDOT’s FlexPave excel design utilizing granular equivalent charts, we recommend the
granular equivalent be a minimum of 15.78. Our recommended pavement section is indicated below in
Table 5.
Table 5: Recommended Flexible Pavement Section
Section Thickness (inches) Granular Equivalent
Bituminous Course, MnDOT 2360 SPWEA340C 2 4.5
Bituminous Course, MnDOT 2360 SPWEA340C 2 4.5
Aggregate Base, MnDOT 3138 (Class 5) 12 12
Subgrade Preparation, MnDOT 2112 Yes -
TOTAL - 21
Page 243 of 276
Geotechnical Report
2026 2nd Street Improvement Project
Farmington, MN
WSB Project No. 031071-000 Page 7
Alternatively, if the clayey soils are removed from the upper 4-feet of the roadway and replaced with a
clean sand (less than 5% fines), the R-value of the subgrade soils would increase to 70.
Using a design R-value of 70 for the roadway, we recommend the granular equivalent would be a
minimum of 10.19. Our recommended pavement section is indicated below in Table 6.
Table 6: Recommended Flexible Pavement Section
Section Thickness (inches) Granular Equivalent
Bituminous Course, MnDOT 2360 SPWEA340C 2 4.5
Bituminous Course, MnDOT 2360 SPWEA340C 2 4.5
Aggregate Base, MnDOT 3138 (Class 5) 8 8
Subgrade Preparation, MnDOT 2112 Yes -
TOTAL - 17
Aggregate base placement for pavement support should meet the gradation and quality requirements for
Class 5 per MnDOT specification 3138. Aggregate base material should be compacted to 100 percent of
its standard Proctor maximum dry density.
Within several years after the initial paving, some thermal shrinkage cracks will develop. We recommend
routine maintenance be performed to improve pavement performance and increase pavement life.
Pavement should be sealed with a liquid bitumen sealer to retard water intrusion into the base course and
subgrade. Localized failures may also develop where trucks or buses turn on the pavement. When these
occur, they should be cut out and repaired with a full depth patch.
The pavement sections above provide options to meet the ESAL requirements. Other pavement design
options would be acceptable as well as long as they meet the minimum requirements for bituminous
thickness, aggregate base thickness, and can meet the ESAL requirements.
4.5 Corrosion Potential
Laboratory tests for corrosivity are presented in the table below.
Table 7: Corrosion Tests
Boring No. Sample
Depth (feet)
Resistivity*
(Ohm-cm)
Resistivity**
(Ohm-cm) pH* pH**
B-1 15 5,760 5,760 7.9 7.78
B-3 8 11,100 6,730 8.11 7.98
B-6 13 8,770 8,610 8.02 7.97
* Tested at received moisture content
** Tested at saturated moisture content
Based on the above test results the soils would be considered mildly corrosive to non-corrosive to steel.
Page 244 of 276
Geotechnical Report
2026 2nd Street Improvement Project
Farmington, MN
WSB Project No. 031071-000 Page 8
Soil Corrosivity charts from the NCHRP, 1978, are listed below:
The above results for pH were within permissible levels of 5 to 9 as per the FHWA.
4.6 Utilities
Invert elevations for the storm utilities are anticipated to be within 5 feet of existing grades, and invert
elevations for the watermain and sanitary sewer (if applicable) are anticipated to be between 8 and 12
feet below grade. Based on the borings, the subgrade soils for the utilities will consist chiefly of sands.
Underground utilities are expected to be installed by backhoes completing the excavations and placing
fills. Soil compactors should be used to compact the backfilled material in even lifts to the specified
densities.
The borings encountered clayey soils, which are generally considered somewhat corrosive to metallic
pipes. Where such soils exist along the utility alignment, we recommend mitigation measures to help
reduce corrosion potential. A common option would be to utilize a granular bedding around the pipe.
Another option would be for polyethylene encasement for the metal pipes in highly corrosive soils.
Trench backfill above this point may consist of the non-organic excavated soils once moisture conditioned
as recommended.
4.7 Dewatering
Wet and saturated soils were encountered in the borings at shallow excavations. Groundwater could
enter the excavations. Dewatering can likely be accomplished with sumps and pumps placed at low
points in the utility trenches.
4.8 Construction Considerations
Good surface drainage should be maintained throughout the work so that the site is not vulnerable to
ponding during or after a rainfall. If water enters the excavations, it should be promptly removed prior to
further construction activities. Under no circumstances should fill or concrete be placed into standing
water.
Soil corrections at this site for pavement subgrades may not be continuous. We recommend tapering the
fills back to native soils at a ten to one (10H:1V) slope.
It is important to review the fill limits and total depth of fill when placing utilities upon compacted materials
and when filling the excavation. The location of the excavation should allow for at least a one to one (1:1)
slope from the bottom of the excavation to the outside limits of the engineered fill.
It is important to check this at the time of construction that during filling, unsuitable soils do not encroach
within the one to one (1:1) slope limits and extend downward and outward from future roadway or utility
expansions.
4.9 Construction Safety
All excavations should comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P
“Excavations and Trenches”. This document states that excavation safety is the responsibility of the
contractor. Reference to this OSHA requirement should be included in the job specifications.
Page 245 of 276
Geotechnical Report
2026 2nd Street Improvement Project
Farmington, MN
WSB Project No. 031071-000 Page 9
The responsibility to provide safe working conditions on this site, for earthwork, building construction, or
any associated operations is solely that of the contractor. This responsibility is not borne in any manner
by WSB.
4.10 Cold Weather Construction
It is our understanding that construction is unlikely to occur during the winter months. However, if the
construction does continue into the winter months we recommend the following guidelines.
Roadbeds should not be constructed during periods when the material freezes while being placed and
compacted, nor should material be placed on soil that is frozen to a depth greater than 4 inches. When
the soils are frozen to a depth exceeding 4 inches, at a time when weather conditions are such that
construction could be continued without the material freezing as it is being placed and compacted, the
contractor may be permitted to excavate the frozen soil and proceed with the construction for so long as
the weather permits. The frozen soils should be replaced with other suitable soils. Only unfrozen
material should be used.
Placement of fill should not be permitted on frozen soil because excessive post-construction settlement
could occur as the frozen soils thaw.
4.11 Field Observation and Testing
The soil conditions illustrated on the Logs of Test Borings in Appendix A are indicative of the conditions
only at the boring locations. For this reason, we recommend that excavations at this site be observed by
a soil engineer or technician prior to fill or backfill placement or construction of subgrade elements to
determine if the soils are capable of supporting the backfilled material. These observations are
recommended to judge if the unsuitable materials have been removed from within the planned
construction area and an appropriate degree of lateral oversize has been provided.
WSB also recommends a representative number of field density tests be taken in engineered fill and
backfill placed to aid in judging its suitability. Fill placement and compaction should be monitored and
evaluated to determine that the resulting fill and backfill conforms to specified density, strength, or
compressibility requirements. We recommend at least one compaction test for every 150 feet of utility
trench at a vertical interval of two (2) feet. Prior to use, proposed fill and backfill material should be
submitted to the WSB laboratory for testing to verify compliance with recommendations and project
specifications.
Dynamic Cone Penetrometer (DCP) tests can be completed on the aggregate base in lieu of density
testing. We recommend following MnDOT Specification 2211.3.D.2.c.
WSB would be pleased to provide the advised field observation, monitoring, and testing services during
construction.
4.12 Plan Review and Remarks
The observations, recommendations and conclusions described in this report are based primarily on
information provided to WSB, obtained from our subsurface exploration, our experience, several
assumptions, and the scopes of service developed for this project and are for the sole use of our client.
We recommend that WSB be retained to perform a review of final design drawing and specifications to
evaluate that the geotechnical engineering report has not been misinterpreted. Should there be changes
in the design or location of the structures related to this project or if there are uncertainties in the report
we should be notified. We would be pleased to review project changes and modify the recommendations
in this report or provide clarification in writing.
The entire report should be kept together; for example, boring logs should not be removed and placed in
the specifications separately.
Page 246 of 276
Geotechnical Report
2026 2nd Street Improvement Project
Farmington, MN
WSB Project No. 031071-000 Page 10
The boring logs and related information included in this report are indicators of the subsurface conditions
only at the specific locations indicated on the Soil Boring Exhibit and times noted on the Logs of Test
Boring sheets in Appendix A. The subsurface conditions, including groundwater levels, at other
locations on the site may differ significantly from conditions that existed at the time of sampling and at the
boring locations.
The test borings were completed by WSB solely to obtain indications of subsurface conditions as part of a
geotechnical exploration program. No services were performed to evaluate subsurface environmental
conditions.
WSB has not performed observations, investigations, explorations, studies or testing that are not
specifically listed in the scope of service. WSB should not be liable for failing to discover any condition
whose discovery required the performance of services not authorized by the Agreement.
Page 247 of 276
Geotechnical Report
2026 2nd Street Improvement Project
Farmington, MN
WSB Project No. 031071-000 Page 11
5. STANDARD OF CARE
The recommendations and opinions contained in this report are based on our professional judgment. The
soil testing and geotechnical engineering services performed for this project have been performed with
the level of skill and diligence ordinarily exercised by reputable members of the same profession under
similar circumstances, at the same time and in the same or a similar locale. No warranty, either
expressed or implied, is made.
Page 248 of 276
Geotechnical Report Appendix A
2026 2nd Street Improvement Project
Farmington, MN
WSB Project No. 031071-000
APPENDIX A
Soil Borings Exhibit
Logs of Test Borings
Symbols and Terminology on Test Boring Log
Notice to Report Users Boring Log Information
Unified Soil Classification Sheet (USCS)
Page 249 of 276
1st
St
Walnut St
1st
St
Locust St
Division
St
1st
St
HoneysuckleLn
Walnut St
3rd
St
3rd
St
4th
St
Maple St
2nd
St
3rd
St
4th
St
Hickory St W
2nd
St
Hickory St
Beech St
!
!
!
!
!
!
B-1
B-2
B-3
B-4
B-5
B-6
Do
c
u
m
e
n
t
P
a
t
h
:
M
:
\
0
3
1
0
7
1
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0
0
0
\
G
E
O
\
F
a
r
m
i
n
g
t
o
n
2
n
d
S
t
-
0
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7
1
\
G
e
o
t
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h
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o
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r
i
n
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x
h
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a
t
e
S
a
v
e
d
:
9
/
5
/
2
0
2
5
¯
1 inch = 250 feet
0 250
Feet2nd Street Improvement Project
Farmington, MN
Soil Boring Exhibit
!Soil Boring
Page 250 of 276
3.25" HSA 0' - 19.5'
1
2
3
4
5
6
7
8
AU
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Outwash
5
13
20
10
9
33
8
Fill
SP
SP
SP
SP
16
4
60
3" BITUMINOUS
3" AGG: Sand with Gravel, brown, moist
SANDY LEAN CLAY, dark brown and brown,
moist
SAND, fine to coarse grained, light brown,
moist, medium dense
SAND, fine to coarse grained, brown,
waterbearing, loose
SAND WITH GRAVEL, fine to coarse grained,
brown, waterbearing, dense
SAND, fine to coarse grained, brown,
waterbearing, loose
End of Boring 21.0 ft.
N-Value Plot
18.50 37
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
19.5 8218:15 am
12:00 pm
8/19/2025
8/19/2025
START: 8/19/2025 END: 8/19/2025
Logged By:
A. WacekO. KitakyaMETHOD
Notes:
Crew Chief:
9.8
8.0
896.2
898
PROJECT NAME: Farmington 2nd Street
LOG OF TEST BORING
PROJECT LOCATION: Farmington, MN BORING NUMBER B-1
PAGE 1 OF 1SURFACE ELEVATION: 906 ftCLIENT/WSB #: 031071-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
9
/
3
/
2
5
1
3
:
3
3
-
M
:
\
0
3
1
0
7
1
-
0
0
0
\
G
E
O
\
F
A
R
M
I
N
G
T
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N
2
N
D
S
T
R
E
E
T
-
B
O
R
I
N
G
L
O
G
.
G
P
J
ELEV.
(ft)
905
904
903
902
901
900
899
898
897
896
895
894
893
892
891
890
889
888
887
886
885
ELEV.
(ft)
905
904
903
902
901
900
899
898
897
896
895
894
893
892
891
890
889
888
887
886
885
DESCRIPTION OF MATERIAL
5
13
20
10
9
33
8
Page 251 of 276
3.25" HSA 0' - 19.5'
1
2
3
4
5
6
7
8
AU
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Outwash
10
4
9
8
9
25
4
Fill
SP
SP
SP
SP
SP
12
2
8
36
2.5" BITUMINOUS
11" AGG: Sand with Gravel, dark brown, moist
CLAYEY SAND, brown and gray , moist
SAND, fine to medium grained, brown, moist,
very loose
SAND WITH GRAVEL, fine to coarse grained,
brown, moist, loose
SAND WITH GRAVEL, fine to coarse grained,
brown, waterbearing, loose
SAND WITH GRAVEL, fine to coarse grained,
brown, waterbearing, medium dense
SAND WITH GRAVEL, fine to coarse grained,
brown, waterbearing, very loose
End of Boring 21.0 ft.
N-Value Plot
14.50 29
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
19.5 4.4211:25 pm
4:30 pm
8/20/2025
8/20/2025
START: 8/20/2025 END: 8/20/2025
Logged By:
A. HaagO. KitakyaMETHOD
Notes:
Crew Chief:
9.5
15.0
896.5
891
PROJECT NAME: Farmington 2nd Street
LOG OF TEST BORING
PROJECT LOCATION: Farmington, MN BORING NUMBER B-2
PAGE 1 OF 1SURFACE ELEVATION: 906 ftCLIENT/WSB #: 031071-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
9
/
3
/
2
5
1
3
:
3
3
-
M
:
\
0
3
1
0
7
1
-
0
0
0
\
G
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O
\
F
A
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M
I
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T
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N
2
N
D
S
T
R
E
E
T
-
B
O
R
I
N
G
L
O
G
.
G
P
J
ELEV.
(ft)
905
904
903
902
901
900
899
898
897
896
895
894
893
892
891
890
889
888
887
886
885
ELEV.
(ft)
905
904
903
902
901
900
899
898
897
896
895
894
893
892
891
890
889
888
887
886
885
DESCRIPTION OF MATERIAL
10
4
9
8
9
25
4
Page 252 of 276
3.25" HSA 0' - 19.5'
1
2
3
4
5
6
7
8
AU
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Outwash
6
6
8
3
7
14
5
Fill
SP
SP
SP
SP
SP
SP
14
9
2" BITUMINOUS
8" AGG: Sand with Gravel, brown, moist
CLAYEY SAND, brown, moist
SAND, fine to medium grained, brown, moist,
loose
SAND WITH LITTLE GRAVEL, fine to coarse
grained, brown, wet, loose
SAND WITH GRAVEL, fine to coarse grained,
brown, waterbearing, very loose
SAND WITH GRAVEL, fine to coarse grained,
brown, waterbearing, loose
SAND WITH GRAVEL, fine to coarse grained,
brown, waterbearing, medium dense
SAND WITH GRAVEL, fine to coarse grained,
brown, waterbearing, loose
End of Boring 21.0 ft.
N-Value Plot
90 18
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
19.5 7213:50 pm8/19/2025
START: 8/21/2025 END: 8/21/2025
Logged By:
A. HaagO. KitakyaMETHOD
Notes:
Crew Chief:
10.0 896
PROJECT NAME: Farmington 2nd Street
LOG OF TEST BORING
PROJECT LOCATION: Farmington, MN BORING NUMBER B-3
PAGE 1 OF 1SURFACE ELEVATION: 906 ftCLIENT/WSB #: 031071-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
9
/
3
/
2
5
1
3
:
3
3
-
M
:
\
0
3
1
0
7
1
-
0
0
0
\
G
E
O
\
F
A
R
M
I
N
G
T
O
N
2
N
D
S
T
R
E
E
T
-
B
O
R
I
N
G
L
O
G
.
G
P
J
ELEV.
(ft)
905
904
903
902
901
900
899
898
897
896
895
894
893
892
891
890
889
888
887
886
885
ELEV.
(ft)
905
904
903
902
901
900
899
898
897
896
895
894
893
892
891
890
889
888
887
886
885
DESCRIPTION OF MATERIAL
6
6
8
3
7
14
5
Page 253 of 276
3.25" HSA 0' - 19.5'
1
2
3
4
5
6
7
8
AU
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Glacial Till
Glacial Outwash 5
15
12
10
10
19
18
SC
SP
SP
SP
SP
SP
15
7
4
46
3" BITUMINOUS
7" AGG: Sand with Gravel, brown, moist
CLAYEY SAND, fine to medium grained,
brown, moist, loose
SAND, fine to medium grained, brown, moist,
loose
SAND WITH LITTLE GRAVEL, fine to coarse
grained, light brown, moist, medium dense
SAND WITH LITTLE GRAVEL, fine to coarse
grained, light brown, wet, medium dense
SAND, fine to coarse grained, brown,
waterbearing, loose
SAND WITH GRAVEL, fine to coarse grained,
brown, waterbearing, medium dense
End of Boring 21.0 ft.
N-Value Plot
11.50 23
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
19.5 7213:50 pm8/19/2025
START: 8/19/2025 END: 8/19/2025
Logged By:
A. WacekO. KitakyaMETHOD
Notes:
Crew Chief:
10.0 897
PROJECT NAME: Farmington 2nd Street
LOG OF TEST BORING
PROJECT LOCATION: Farmington, MN BORING NUMBER B-4
PAGE 1 OF 1SURFACE ELEVATION: 907 ftCLIENT/WSB #: 031071-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
9
/
3
/
2
5
1
3
:
3
3
-
M
:
\
0
3
1
0
7
1
-
0
0
0
\
G
E
O
\
F
A
R
M
I
N
G
T
O
N
2
N
D
S
T
R
E
E
T
-
B
O
R
I
N
G
L
O
G
.
G
P
J
ELEV.
(ft)
906
905
904
903
902
901
900
899
898
897
896
895
894
893
892
891
890
889
888
887
886
ELEV.
(ft)
906
905
904
903
902
901
900
899
898
897
896
895
894
893
892
891
890
889
888
887
886
DESCRIPTION OF MATERIAL
5
15
12
10
10
19
18
Page 254 of 276
3.25" HSA 0' - 22.5'
1
2
3
4
5
6
7
8
AU
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Outwash
7
9
18
8
26
4
12
Fill
Fill
SP
SP
SP
SP
SP
SP
12
4
3" BITUMINOUS
9" AGG: Sand with Gravel, brown, moist
CLAYEY SAND, brown, moist
SAND, brown, moist
SAND, fine to medium grained, brown, moist,
loose
SAND WITH LITTLE GRAVEL, fine to coarse
grained, light brown, moist, medium dense
SAND WITH LITTLE GRAVEL, fine to coarse
grained, brown, waterbearing, loose
SAND WITH GRAVEL, fine to coarse grained,
brown, waterbearing, medium dense
SAND WITH GRAVEL, fine to coarse grained,
brown, waterbearing, very loose
SAND WITH GRAVEL, fine to coarse grained,
brown, waterbearing, medium dense
End of Boring 24.0 ft.
N-Value Plot
150 30
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
22.5 7.52410:00 am8/28/2025
START: 8/28/2025 END: 8/28/2025
Logged By:
A. WacekO. KitakyaMETHOD
Notes:
Crew Chief:
9.5 899.5
PROJECT NAME: Farmington 2nd Street
LOG OF TEST BORING
PROJECT LOCATION: Farmington, MN BORING NUMBER B-5
PAGE 1 OF 1SURFACE ELEVATION: 909 ftCLIENT/WSB #: 031071-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
9
/
3
/
2
5
1
3
:
3
4
-
M
:
\
0
3
1
0
7
1
-
0
0
0
\
G
E
O
\
F
A
R
M
I
N
G
T
O
N
2
N
D
S
T
R
E
E
T
-
B
O
R
I
N
G
L
O
G
.
G
P
J
ELEV.
(ft)
908
907
906
905
904
903
902
901
900
899
898
897
896
895
894
893
892
891
890
889
888
887
886
885
ELEV.
(ft)
908
907
906
905
904
903
902
901
900
899
898
897
896
895
894
893
892
891
890
889
888
887
886
885
DESCRIPTION OF MATERIAL
7
9
18
8
26
4
12
Page 255 of 276
3.25" HSA 0' - 19.5'
1
2
3
4
5
6
7
8
AU
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Outwash
7
6
17
11
2
6
22
Fill
SP
SP
SP
SP
SP
SP
11
6
2
47
4" BITUMINOUS
12" AGG: Sand with Gravel, brown, moist
CLAYEY SAND, brown with reddish brown,
moist
SAND, fine to coarse grained, brown, moist,
loose
SAND WITH LITTLE GRAVEL, fine to coarse
grained, light brown, moist, medium dense
SAND WITH LITTLE GRAVEL, fine to coarse
grained, brown, waterbearing, medium dense
SAND WITH GRAVEL, fine to coarse grained,
brown, waterbearing, very loose
SAND WITH GRAVEL, fine to coarse grained,
brown, waterbearing, loose
SAND WITH GRAVEL, fine to coarse grained,
brown, waterbearing, medium dense
End of Boring 21.0 ft.
N-Value Plot
130 26
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
19.5 8.52110:15 am8/29/2025
START: 8/29/2025 END: 8/29/2025
Logged By:
A. WacekO. KitakyaMETHOD
Notes:
Crew Chief:
10.0 900
PROJECT NAME: Farmington 2nd Street
LOG OF TEST BORING
PROJECT LOCATION: Farmington, MN BORING NUMBER B-6
PAGE 1 OF 1SURFACE ELEVATION: 910 ftCLIENT/WSB #: 031071-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
9
/
3
/
2
5
1
3
:
3
4
-
M
:
\
0
3
1
0
7
1
-
0
0
0
\
G
E
O
\
F
A
R
M
I
N
G
T
O
N
2
N
D
S
T
R
E
E
T
-
B
O
R
I
N
G
L
O
G
.
G
P
J
ELEV.
(ft)
909
908
907
906
905
904
903
902
901
900
899
898
897
896
895
894
893
892
891
890
889
ELEV.
(ft)
909
908
907
906
905
904
903
902
901
900
899
898
897
896
895
894
893
892
891
890
889
DESCRIPTION OF MATERIAL
7
6
17
11
2
6
22
Page 256 of 276
Page 257 of 276
Page 258 of 276
Page 259 of 276
Feasibility Report
2026 Street Improvements Project
City Project No. 26-01
City of Farmington
WSB Project No. 031071-000 Appendix
Appendix E
Tree Removal Map
Page 260 of 276
S c h m i d t k e
Fu e l s
G r a n t H e a t i n g
A n d A i r
1
s
t
S
t
W a l n u t S t
L o c u s t S t
D a k o t a W o o d
D e s i g n
U S A C r u s a d e s
P r e s s l i n e
I n d /B a s e
S p e c i a l t i e sTowerviewApts
D a k o t a W o o d
D e s i g n
1
s
t
S
t
Fa m i n g to n H i g h
S c h o o l -I S D
1 9 2
D a k o t a Wo o d
D e s i g nFarmington
C i t y S h o p
Chicago
Milwaukee
Saint
Paul
and
Pacific
Railroad
1st
StHickorySt
Honeysuckle
Ln
1st
St
Honeysuckle
Ln
D a k o t a /f a r m i n g t o n
L i b r a r y
M u d s l i n g e r s
D r y w a l l &
R e m o d e l i n g
-F o r m
R a i l r o a d R /W
3
r
d
S
t
W a l n u t S t
H y d r o P r o s
Wa l n u t A p t s
R a i l r o a d R /W
A c k e r m a n
A c c o u n t i n g
M a p l e S t 3r
d
S
t
2
n
d
S
t
E Z A u t o R e p a i r
E Z A u t o R e p a i r
3
r
d
S
t
H i c k o r y S t
2
n
d
S
t
E B e e c h S t
Wh i t e F u n e r a l
H o m e
2
nd
S
t
F a i r v i e w A p t s L &G
O r t h o d o n t i c s
S p r u c e S t
S p r u c e P l a c e
A p ts
4
t
h
S
t
W a l n u t S t
M a p l e S t
4
t
h
S
t
S a c k e t t
P r o p e r t i e s
4
t
h
S
t
X
XXX
X
108
1021
102
420
510
1017
20
19
24
2315
18
26
1009
1005
1017
1021
624
709
616
308
623
316
616
717
700
804
612
716
617
625
612
1001
704
708709
317
620
713
613
624
809
200
700
617
713
620
720
625
719
1013
712
621
701
716
312 320
1002
1012
6
708
712
805
701
808
800
903
908
812
925
904
1020
912
14
613
704705
1000
1007
201
705
923
4
1008
1015
22
913
28
201
321
921
916
1008
1004
8
12
908
912
10
808
998
121
1011
18
804
1004
1012
900
912
1021
520
309
908
110
513
900
821
1000
901
117
1003
1011
512
916
920
10001001
517
208200
820
813
901
716
608
616
516
509
300
913
608
204
508
1016
1005
811
1009
97
917
600 600
812
904905
1010
710
720
312
601
620
1014
24
701
708
816
1020
1017
909
10061005
106
609
815
921
700
521
908
1006
612
616
213 313 317
1010
720
15
1014
1015
1009
27
27
620
316
508
1000911
30
1013
19
706
525
104
1011
1005
1012
704
105 107
513512
320
509
207
622
1016
1024
1002
10221020
1026
1018
32
1028
1030
1032
1004
900
808
824
820
1006
1020
1005
1016
1012
816
1001
90
1009
1013
Ash: 25" DBH
HoneyLocust:14" DBH
Red Maple:30" DBH
Red Maple:30"DBH
Honey Locust:24" DBH
HoneyLocust:24" DBH
Silver Maple: 32" DBH
Silver Maple: 48" DBH
Sugar Maple:14" DBH
Colorado BlueSpruce:18" DBH
SilverMaple:32" DBH
Silver Maple: 28" DBH
Silver Maple: 20" DBH
Silver Maple:36" DBH
Paper Birch:14" DBH
SilverMaple:36" DBH
SilverMaple:20" DBH
SilverMaple:30" DBH
SilverMaple: 32" DBH
WhiteSpruce:14" DBH
EasternCottonwood:40" DBH
Ash: 21" DBH
Ash: 16" DBH
±
0 150 300
US Feet
2nd Street Improvement Project Save Tree
Remove Tree
X Private Tree
Page 261 of 276
224345v1
PROFESSIONAL SERVICES AGREEMENT
This Professional Services Agreement (“Agreement”) is made this 17th day of February,
2026, by and between the CITY OF FARMINGTON, a Minnesota municipal corporation, whose
business address is 430 3rd St, Farmington, MN 55024 (hereinafter "City") and WSB LLC, a
Limited Liability Company, whose business address is 701 Xenia Avenue South, Suite 300,
Minneapolis, MN 55416 (hereinafter "Engineer").
PRELIMINARY STATEMENT
The City has adopted a policy regarding the selection and hiring of consultants to provide
a variety of professional services for City projects. That policy requires that persons, firms or
corporations providing such services enter into written agreements with the City. The purpose of
this Agreement is to set forth the terms and conditions for the provision of professional services
by Engineer for engineering services, hereinafter referred to as the "Work", and as outlined on
Exhibit “A” attached hereto.
IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES
AGREE AS FOLLOWS:
1. SCOPE OF SERVICES. The City retains Engineer to furnish the services set
forth on the attached Exhibit “A”. The Engineer agrees to perform the services. Engineer shall
provide all personnel, supervision, services, materials, tools, equipment and supplies and do all
things necessary and ancillary thereto specified on Exhibit “A”. The Work to be performed under
this Agreement shall be done under the review of a professional engineer licensed in the State of
Minnesota, who shall attest that the Work will be performed in compliance with all applicable
codes and engineering standards. The Work shall be performed in accordance with the Contract
Documents, which includes this Agreement and the attached Exhibits: Exhibit “A” – Scope of
Services, Exhibit “B” – Schedule of Payment and Fee Schedule. In the event any ambiguity or
conflict between the Contract Documents listed above, the order of precedence shall be the
following order: (i) this Agreement; (ii) Exhibit “A”, (iii) Exhibit “B”.
2. REPRESENTATIVES. City has designated John Powell, Public Works
Director/City Engineer (the “City Representative”), and the Engineer has designated Mark
Erichson, Director of Municipal Services (the “Engineer Representative”). The City
Representative and the Engineer Representative shall be available as often as is reasonably
necessary for reviewing the Services and Work to be performed.
3. COMPENSATION FOR SERVICES. Engineer shall be paid by the City for the
services described in Exhibit “A” on an hourly basis in accordance with the attached fee schedule,
Exhibit “B”, but not to exceed $161,152.00 inclusive of taxes and reimbursable costs.
A. Any changes in the scope of the Work which may result in an increase to the
compensation due the Engineer shall require prior written approval by the
Page 262 of 276
224345v1
authorized representative of the City or by the City Council. The City will not pay
additional compensation for services that do not have prior written authorization.
B. Special Consultants may be utilized by the Engineer when required by the complex
or specialized nature of the Project and when authorized in writing by the City.
4. COMPLETION DATE/TERM. The Engineer must complete the Services by
June 15, 2026. This Agreement may be extended upon the written mutual consent of the parties
for such additional period as they deem appropriate, and upon the terms and conditions as herein
stated.
5. OWNERSHIP OF DOCUMENTS. All plans, diagrams, analyses, reports and
information generated in connection with the performance of the Agreement (“Information”) shall
become the property of the City, but Engineer may retain copies of such documents as records of
the services provided. The City may use the Information for its purposes and the Engineer also
may use the Information for its purposes. Use of the Information for the purposes of the project
contemplated by this Agreement does not relieve any liability on the part of the Engineer, but any
use of the Information by the City or the Engineer beyond the scope of the Project is without
liability to the other, and the party using the Information agrees to defend and indemnify the other
from any claims or liability resulting therefrom.
6. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services
hereunder, Engineer shall abide by all statutes, ordinances, rules, and regulations pertaining to the
provisions of services to be provided. Any violation of statutes, ordinances, rules, and regulations
pertaining to the Services to be provided shall constitute a material breach of this Agreement and
entitle the City to immediately terminate this Agreement. Engineer’s books, records, documents,
and accounting procedures and practices related to services provided to the City are subject to
examination by the legislative auditor or the state auditor, as appropriate, for a minimum of six
years.
7. STANDARD OF CARE. Engineer shall exercise the same degrees of care, skill,
and diligence in the performance of the Services as is ordinarily possessed and exercised by a
professional engineer under similar circumstances. Engineer shall be liable to the fullest extent
permitted under applicable law, without limitation, for any injuries, loss, or damages proximately
caused by Engineer’s breach of this standard of care. Engineer shall put forth reasonable efforts
to complete its duties in a timely manner. Engineer shall not be responsible for delays caused by
factors beyond its control or that could not be reasonably foreseen at the time of execution of this
Agreement. Engineer shall be responsible for costs, delays, or damages arising from unreasonable
delays in the performance of its duties. No other warranty, expressed or implied, is included in
this Agreement. City shall not be responsible for discovering deficiencies in the accuracy of
Engineer’s services.
8. INDEMNIFICATION. The Engineer shall defend, indemnify and hold harmless
the City, its officers, agents, and employees, of and from any and all judgments, claims, damages,
demands, actions, causes of action, including costs and attorney's fees paid or incurred resulting
from any breach of this Agreement by Engineer, its agents, contractors and employees, or any
Page 263 of 276
224345v1
negligent or intentional act or omission performed, taken or not performed or taken by Engineer,
its agents, contractors and employees, relative to this Agreement. City will indemnify and hold
Engineer harmless from and against any loss for injuries or damages arising out of the negligent
acts of the City, its officers, agents, or employees.
9. INSURANCE.
a. General Liability. Prior to starting the Work, Engineer shall procure,
maintain, and pay for such insurance as will protect against claims or loss
which may arise out of operations by Engineer or by any subcontractor or
by anyone employed by any of them or by anyone for whose acts any of
them may be liable. Such insurance shall include, but not be limited to,
minimum coverages and limits of liability specified in this Paragraph, or
required by law.
b. Engineer shall procure and maintain the following minimum insurance
coverages and limits of liability for the Work:
Worker’s Compensation Statutory Limits
Employer’s Liability $500,000 each accident
$500,000 disease policy limit
$500,000 disease each employee
Commercial General Liability $2,000,000 property damage and bodily
injury per occurrence
$2,000,000 general aggregate
Comprehensive Automobile
Liability $1,000,000 combined single limit each
accident (shall include coverage for all
owned, hired and non-owed vehicles.)
Commercial General Liability requirements may be met through a combination of
umbrella or excess liability insurance.
The City shall be named as an additional insured on the general liability and
umbrella policies.
c. Professional Liability Insurance. In addition to the coverages listed above,
Engineer shall maintain a professional liability insurance policy in the amount of
$2,000,000. Said policy need not name the City as an additional insured.
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224345v1
d. Engineer shall maintain “stop gap” coverage if Engineer obtains Workers’
Compensation coverage from any state fund if Employer’s liability coverage is not
available.
e. All policies, except the Worker’s Compensation Policy, Automobile Policy, and
Professional Liability Policy, shall name the “City of Farmington” as an additional
insured.
f. All policies, except the Professional Liability Policy, shall apply on a “per project”
basis.
g. All polices shall contain a waiver of subrogation in favor of the City.
h. All policies, except for the Worker’s Compensation Policy and the Professional
Liability Policy, shall be primary and non-contributory.
i. All polices, except the Worker’s Compensation Policy, shall insure the defense and
indemnity obligations assumed by Engineer under this Agreement.
j. Engineer agrees to maintain all coverage required herein throughout the term of the
Agreement and for a minimum of two (2) years following City’s written acceptance
of the Work.
k. It shall be Engineer’s responsibility to pay any retention or deductible for the
coverages required herein.
l. The Engineer’s policies and Certificate of Insurance shall contain a provision that
coverage afforded under the policies shall not be cancelled without at least thirty
(30) days advanced written notice to the City.
m. Engineer shall maintain in effect all insurance coverages required under this
Paragraph at Engineer’s sole expense and with insurance companies licensed to do
business in the state in Minnesota and having a current A.M. Best rating of no less
than A-, unless specifically accepted by City in writing and all insurance policies
shall be on ISO forms acceptable to the City.
n. A copy of the Engineer’s Certificate of Insurance which evidences the
compliance with this Paragraph, must be filed with City prior to the start of
Engineer’s Work. Upon request a copy of the Engineer’s insurance declaration
page, rider and/or endorsement, as applicable shall be provided. Such documents
evidencing insurance shall be in a form acceptable to City and shall provide
satisfactory evidence that Engineer has complied with all insurance requirements.
Renewal certificates shall be provided to City prior to the expiration date of any of
the required policies. City will not be obligated, however, to review such Certificate
of Insurance, declaration page, rider, endorsement, certificates, or other evidence
of insurance, or to advise Engineer of any deficiencies in such documents and
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224345v1
receipt thereof shall not relieve Engineer from, nor be deemed a waiver of, City’s
right to enforce the terms of Engineer’s obligations hereunder. City reserves the
right to examine any policy provided for under this Agreement.
o. Effect of Engineer’s Failure to Provide Insurance. If Engineer fails to provide the
specified insurance, then Engineer will defend, indemnify, and hold harmless the
City, the City's officials, agents, and employees from any loss, claim, liability, and
expense (including reasonable attorney's fees and expenses of litigation) to the
extent necessary to afford the same protection as would have been provided by the
specified insurance. Except to the extent prohibited by law, this indemnity applies
regardless of any strict liability or negligence attributable to the City (including sole
negligence) and regardless of the extent to which the underlying occurrence (i.e.,
the event giving rise to a claim which would have been covered by the specified
insurance) is attributable to the negligent or otherwise wrongful act or omission
(including breach of contract) of Engineer, its subcontractors, agents, employees or
delegates. Engineer agrees that this indemnity shall be construed and applied in
favor of indemnification. Engineer also agrees that if applicable law limits or
precludes any aspect of this indemnity, then the indemnity will be considered
limited only to the extent necessary to comply with that applicable law. The stated
indemnity continues until all applicable statutes of limitation have run.
If a claim arises within the scope of the stated indemnity in section o, the City may require
Engineer to:
i. Furnish and pay for a surety bond, satisfactory to the City, guaranteeing
performance of the indemnity obligation; or
ii. Furnish a written acceptance of tender of defense and indemnity from Engineer's
insurance company.
Engineer will take the action required by the City within fifteen (15) days of receiving
notice from the City.
10. INDEPENDENT CONTRACTOR. The City hereby retains the Engineer as an
independent contractor upon the terms and conditions set forth in this Agreement. The Engineer
is not an employee of the City and is free to contract with other entities as provided herein.
Engineer shall be responsible for selecting the means and methods of performing the work.
Engineer shall furnish any and all supplies, equipment, and incidentals necessary for Engineer's
performance under this Agreement. City and Engineer agree that Engineer shall not at any time
or in any manner represent that Engineer or any of Engineer's agents or employees are in any
manner agents or employees of the City. Engineer shall be exclusively responsible under this
Agreement for Engineer's own FICA payments, workers compensation payments, unemployment
compensation payments, withholding amounts, and/or self-employment taxes if any such
payments, amounts, or taxes are required to be paid by law or regulation.
11. SUBCONTRACTORS. Engineer shall not enter into subcontracts for services
provided under this Agreement without the express written consent of the City. Engineer shall
comply with Minnesota Statute § 471.425. Engineer must pay subcontractor for all undisputed
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224345v1
services provided by subcontractor within ten (10) days of Engineer’s receipt of payment from
City. Engineer must pay interest of 1.5 percent per month or any part of a month to subcontractor
on any undisputed amount not paid on time to subcontractor. The minimum monthly interest
penalty payment for an unpaid balance of $100 or more is $10.
12. ASSIGNMENT AND THIRD PARTIES. Neither party shall assign this
Agreement, nor any interest arising herein, without the written consent of the other party. Nothing
under this Agreement shall be construed to give any rights or benefits in this Agreement to anyone
other than the City and Engineer, and all duties and responsibilities undertaken pursuant to this
Agreement will be for the sole and exclusive benefit of the City and Engineer and not for the
benefit of any other party.
13. WAIVER. Any waiver by either party of a breach of any provisions of this
Agreement shall not affect, in any respect, the validity of the remainder of this Agreement.
14. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein.
This Agreement supersedes all oral agreements and negotiations between the parties relating to the
subject matter hereof as well as any previous agreements presently in effect between the parties
relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the
provisions of this Agreement shall be valid only when expressed in writing and duly signed by the
parties, unless otherwise provided herein.
15. CONTROLLING LAW AND VENUE. This Agreement shall be governed by
and construed in accordance with the laws of the State of Minnesota. All proceedings related to
this contract shall be venued in the Dakota County District Court.
16. COPYRIGHT. Engineer shall defend actions or claims charging infringement of
any copyright or patent by reason of the use or adoption of any designs, drawings, or specifications
supplied by it, and it shall hold harmless the City from loss or damage resulting therefrom.
17. RECORDS. The Engineer shall maintain complete and accurate records of time
and expense involved in the performance of services.
18. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Engineer must
comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it
applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created,
collected, received, stored, used, maintained, or disseminated by the Engineer pursuant to this
Agreement. Engineer is subject to all the provisions of the Minnesota Government Data Practices
Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it
were a government entity. In the event Engineer receives a request to release data, Engineer must
immediately notify City. City will give Engineer instructions concerning the release of the data to
the requesting party before the data is released. Engineer agrees to defend, indemnify, and hold
City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting
from Engineer’s officers’, agents’, partners’, employees’, volunteers’, assignees’, or
subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall
survive the cancellation or termination of this Agreement.
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19. TERMINATION. This Agreement may be terminated by City on thirty (30) days’
written notice delivered to Engineer at the address on file with the City. Upon termination under
this provision if there is no fault of the Engineer, the Engineer shall be paid for services rendered
and reimbursable expenses until the effective date of termination. If the City terminates the
Agreement because the Engineer has failed to perform in accordance with this Agreement, no
further payment shall be made to the Engineer, and the City may retain another engineer to
undertake or complete the work identified in Paragraph 1.
20. NON-DISCRIMINATION. During the performance of this Agreement, the
Engineer shall not discriminate against any employee or applicants for employment because of
race, color, creed, religion, national origin, sex, marital status, status with regard to public
assistance, disability, sexual orientation or age. The Engineer shall post in places available to
employees and applicants for employment, notices setting forth the provision of this non-
discrimination clause and stating that all qualified applicants will receive consideration for
employment. The Engineer shall incorporate the foregoing requirements of this paragraph in all
of its subcontracts for program work, and will require all of its subcontractors for such work to
incorporate such requirements in all subcontracts for program work. The Engineer further agrees
to comply with all aspects of the Minnesota Human Rights Act, Minnesota Statutes 363.01, et.
seq., Title VI of the Civil Rights Act of 1964, and the Americans with Disabilities Act of 1990.
21. SURVIVAL. All express representations, waivers, indemnifications, and
limitations of liability included in this Agreement will survive its completion or termination for
any reason.
22. SERVICES NOT PROVIDED FOR. Claims for services furnished by the
Engineer not specifically provided for herein shall not be honored by the City.
23. SEVERABILITY. The provisions of this Agreement are severable. If any portion
hereof is, for any reason, held by a court of competent jurisdiction to be contrary to law, such
decision shall not affect the remaining provisions of this Agreement.
24. CONFLICTS. No officer or salaried employee of the City and no member of the
Council of the City shall have a financial interest, direct or indirect, in this Agreement. The
violation of this provision renders the Agreement void.
25. NOTICES. Any notice required under this Agreement will be in writing, addressed
to the appropriate party at its address on the signature page and given personally, by facsimile, by
registered or certified mail postage prepaid, or by a commercial courier service. All notices shall
be effective upon the date of receipt.
26. WAIVER. A party’s non-enforcement of any provision shall not constitute a
waiver of that provision, nor shall it affect the enforceability of that provision or of the remainder
of this Agreement.
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224345v1
27. COUNTERPARTS. This Agreement may be executed in multiple counterparts,
each of which shall be considered an original.
Dated: February 17, 2026 CITY: CITY OF FARMINGTON
By:
Nicholas Lien
Acting Mayor
By:
Shirley R Buecksler
City Clerk
Dated:__________________, 20___ ENGINEER: WSB LLC
By:
[print name]
Its:
[title]
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224345v1
EXHIBIT “A”
SCOPE OF SERVICES
AND
EXHIBIT “B”
SCHEDULE OF PAYMENT AND FEE SCHEDULE
Page 270 of 276
Farmington 2026 Street Improvements Project 1
February 6, 2026
Mr. John Powell, PE
Public Works Director / City Engineer
City of Farmington
430 Third Street
Farmington MN 55024
Re: Proposal to Provide Professional Engineering Services for the
2026 Street Improvements Project
Dear Mr. Powell:
WSB is pleased to submit the following proposal to provide professional engineering services for
the 2026 Street Improvements Project. We have assembled a multidisciplinary team that can
provide the City of Farmington with the necessary professional services to deliver a successful
reconstruction project.
WSB’s Approach | Our approach will deliver a project that conforms to the City of Farmington’s
construction standards. The City will have access to an experienced team of WSB staff who
have successfully delivered similar projects for surrounding communities throughout the
Minneapolis and St. Paul metro area. Our proposed design team will partner with the City of
Farmington to identify potential design challenges, discuss possible alternatives, and then
communicate with City staff to develop solutions that all project stakeholders can stand behind.
Experienced Team | Mark Erichson and Nick Guilliams have served as the primary design
engineers and project managers for numerous urban infrastructure improvement projects. In
addition to their comprehensive understanding of the project's technical aspects, the team
recognizes the need to engage stakeholders early and often during design to ensure successful
delivery during construction.
Enclosed you will find a proposal to complete the tasks associated with the 2026 Street
Improvements. The proposal includes an hourly breakdown to complete each of the tasks
associated with the project. The terms of this proposal shall remain valid for the duration of the
project.
We are excited about the prospect of continuing a lasting, collaborative, and trusting relationship
with the City of Farmington. If you have questions about the content of this proposal, please feel
to reach out at merichson@wsbeng.com or 612.360.1278
Sincerely,
WSB
Mark Erichson, PE
Director of Municipal Services
Attachment - Project Budget Worksheets
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Page 271 of 276
Farmington 2026 Street Improvements Project 2
PROJECT UNDERSTANDING
The City of Farmington is requesting proposals for engineering design services related to the improvement
of 2nd Street from its north intersection with Spruce Street to its south intersection with Ash Street (CSAH
74).
2nd Street primarily serves as access to single-family residences, with a few commercial properties at its
northern end. It is classified as a two-lane, undivided urban section with on-street parking and no sidewalk.
The existing roadway is approximately 36 feet wide, measured from the back of the curb, and is surfaced
with bituminous asphalt pavement and B618 (vertical curb 6 inches, 18-inch gutter width) concrete curbs
The proposed project involves the reconstruction of 2nd Street, including upgrades to the water main and
storm sewer systems. The proposed plan is to reduce the road width by 4 feet, which will help comply with
stormwater requirements outlined in the City’s Municipal Separate Storm Sewer (MS4) permit and allow for
the continued parking on both sides of the roadway.
The existing asphalt pavement and concrete curbs have begun to show signs of deterioration. Although
there is a storm sewer system along the corridor, additional storm sewer is proposed to improve street
drainage and will be designed to handle a 10-year design storm, per the City standard.
The proposed scope of services will also include attendance and figures at one (1) neighborhood meeting,
development of construction documents, including final plans and project specifications, utility coordination,
and bidding assistance. It is WSB’s understanding that this project will be exempt from following Minnesota
State Statute Chapter 429 process and that the City does not intend to fund this project through special
assessments.
Through an investigation of the scope of work, preparation of preliminary design documents including a
feasibility report, meetings with City Staff, and conducting a site visit, WSB is familiar with the vision,
expectations, and goals for this project. Based on our extensive expertise with similar projects and our
understanding of this project, we are confident we can successfully and professionally undertake it.
PROJECT APPROACH/SCOPE OF SERVICES
Our team possesses both the experience and expertise necessary to complete this project's design and
construction seamlessly. WSB takes pride in delivering a high-quality design that reduces risk during
construction, enabling the project to be completed on time and on budget. WSB utilizes the latest
technology to complete designs cost-effectively and has a robust internal review process that involves a
thorough review of construction documents at the 60%, 90%, and 100% levels. These reviews involve
examining the construction documents from a contractor’s perspective to identify project-related risks,
allowing solutions to be developed and incorporated into the construction documents.
The following approach outlines the professional services required to fulfill the requested scope of work.
Task 1 | Plans/Specifications
WSB will provide design services for the 2026 Street Improvements Project. The project plans and
specifications developed will adhere the City of Farmington’s Design Standards. This task will include:
Subtask: 1.1: Data Collection
· Private utility locates
· Existing right-of-way
· Site visits
Subtask 1.2: Final Design & Plans
WSB will prepare plans and specifications in accordance with the accepted feasibility report in
collaboration with City Staff. WSB produced specifications shall supplement the City’s standard
construction documents.
Page 272 of 276
Farmington 2026 Street Improvements Project 3
· Alignment - Although this is not anticipated to change significantly with the reconstruction of
the roadway, an alignment will be prepared due to the proposed change in road width.
· Profiles - Profiles will be created working in collaboration with City Staff.
· Cross Sections - WSB will also work collaboratively with City Staff to develop cross sections
for the project.
· Storm Drainage Design - Storm sewer collection and conveyance system improvements will
be designed to accommodate the proposed surface improvements and handle a 10-year
design storm, per the City Standard. Existing storm sewer infrastructure will be utilized where
feasible. It is not anticipated that above-ground stormwater management will be required with
the project. WSB will obtain the necessary permits.
· Sanitary Sewer - Sanitary sewer has been evaluated by City Staff, and it has been determined
that reconditioning is not necessary.
· Water Main – Existing 4-inch and 6-inch cast iron watermain will be replaced with 8-inch ductile-
iron pipe (DIP).
· Stormwater Pollution Prevention Plan - A SWPPP will be developed for the project.
· Traffic Control - Traffic control will be developed as a part of the final construction documents
and will take into account the access needs of properties located within the project area.
· Estimated Quantities - WSB will work with City Staff to produce separate quantity estimates for
each of the project areas for ease of assessment rate calculation.
Deliverables:
· 95 percent Submittal: Draft plan set for review and comment by City Staff.
· 100 percent Submittal: Final plan set, and specifications will be provided electronically in both
drafting file and PDF in full and half sizes.
Subtask 1.3: Community Open House Meeting
WSB will attend one open house meeting as outlined in the schedule. In addition, WSB will provide
necessary figures and drawings for communication support at meetings and presentations, to be
prepared and led by City Staff.
Subtask 1.4: Prepare Contract Documents/Specifications
WSB will work with City Staff to prepare all contract documents in accordance with City Standards
and City Specifications.
Subtask 1.5: Obtain all Required Permits
WSB will prepare and submit materials for necessary project permits. It is our understanding that
the City of Farmington will be responsible for permit fees associated with the project.
Subtask 1.6: Constructability Review
WSB construction staff will perform a detailed review of the plans and specifications to identify any
potential constructability issues.
Subtask 1.7: Prepare Opinion of Probable Construction Costs
WSB will prepare an Opinion of Probable Cost at the 95% and 100% plan submittals for the project.
Task 2 | Bidding
The WSB project team will complete all necessary work to bid the project, including:
· The preparation of an advertisement for bids.
· Publishing the advertisement for bids in both the City’s official newspaper and Quest CDN.
· Uploading the project plans and specifications for electronic purchase.
· Responding to contractor bidding questions.
· Issuing addenda as needed.
· Attendance at electronic bid opening.
· Preparation of a bid tabulation and a bid summary.
Page 273 of 276
Farmington 2026 Street Improvements Project 4
· Preparation of a letter of recommendation regarding the bid award.
· Preparation of contract documents and the Notice of Award to the contractor once authorized
by the City Council.
SCHEDULE
It is understood that the City desires the project to be completed during the 2026 summer construction
season. To meet the desired project completion date, we propose the following schedule:
Data collection .......................................................................................................................... February 2026
95% plan submittal to City ...................................................................................................... March 23, 2026
100% plan submittal ............................................................................................................... March 31, 2026
Bid Opening .............................................................................................................................. April 28, 2026
WSB will begin work immediately upon receiving your Notice to Proceed.
PROPOSED FEE
WSB will provide the services as outlined in Project Approach / Scope of Services. Our budget was
developed based on our understanding of the scope and experience with similar types of projects. The
following is a summary of the costs for each phase of the project:
Task Description Fee
1 Plans/Specifications $156,592
2 Bidding $4,560
Total $161,152
We propose to conduct the work listed above on an hourly not-to-exceed fee of 161,152.
If additional work outside of the above-described scope is determined necessary, we will proceed only after
City approval. WSB will work with the City to define the scope of any additional work for City approval.
If this proposal is acceptable, please execute the signature block below and return it as our authorization
to proceed.
Page 274 of 276
Farmington 2026 Street Improvements Project 5
I hereby authorize WSB to proceed with the above-referenced work under the terms and conditions of the
Professional Services Agreement entered into between the City of Farmington and WSB on the 10th day
of February 2023.
ACCEPTED BY: CITY OF FARMINGTON, MN
Signature:
Name/Title:
Date:
Page 275 of 276
Mark
Erichson
Nick
Guilliams
Katie
Koscielak
Kate
Achenbach
Kendra
Fallon
Tim
Cartony
Paul
Kyle Anne Sill
1 Plans /Specifications
1.1 Data Collection 6 10 4 20 4,264.00$
1.2 Final Design & Plans 24 72 106 124 50 218 594 125,940.00$
1.3 Meetings/Open House (1)4 4 4 2 14 3,472.00$
1.4 Contract Documents/Specifications 4 8 16 12 40 7,648.00$
1.5 Permitting 2 6 4 12 2,572.00$
1.6 Constructability Review 12 12 2,736.00$
1.7 Cost Estimates 2 8 24 16 50 9,960.00$
742 156,592.00$
2 Bidding
2.1 Bidding Administration 2 6 8 8 24 4,560.00$
24 4,560.00$
36 106 174 144 54 220 12 20 766
276.00$ 276.00$ 202.00$ 147.00$ 202.00$ 228.00$ 228.00$ 92.00$
9,936.00$ 29,256.00$ 35,148.00$ 21,168.00$ 10,908.00$ 50,160.00$ 2,736.00$ 1,840.00$
161,152.00$
Construction
Project
Manager
Project
Engineer
Total Costs
Hourly Cost
Labor Costs
Graduate
Engineer
Farmington 2026 Street Improvements Project
Task Cost
Total Hours
Task Description
Administrative
Subtotal =
Total
Hours
Subtotal =
Engineering
Technician
Detailed Cost Breakdown of Tasks
Principal Project
Manager
Water
Resources
Engineer
Pa
g
e
2
7
6
o
f
2
7
6