12/17/2019 - City Council Regular
AGENDA
EAGAN CITY COUNCIL
EAGAN MUNICIPAL CENTER BUILDING
DECEMBER 17, 2019
6:30 P.M.
I. ROLL CALL AND PLEDGE OF ALLEGIANCE
II. ADOPT AGENDA
III. RECOGNITIONS AND PRESENTATIONS
IV. CONSENT AGENDA (Consent items are acted on with one motion unless a request is made for
an item to be pulled for discussion)
A. APPROVE MINUTES
B. PERSONNEL ITEMS
C. APPROVE Check Registers
D. APPROVE Contracts
E. APPROVE contract to perform financial management services for the Dakota County Drug Task
Force
F. ACCEPT Minnesota Department of Public Safety grant of $275,546 on behalf of Dakota County
Drug Task Force
G. APPROVE Final Payment, Contract 19-03, Donald Avenue & Surrey Heights Drive Street &
Utilities Rehabilitation
H. RECEIVE Draft Feasibility Report for Street Improvement Project 1372, Vienna Woods, and
Schedule Public Hearing for January 21, 2020
I. RECEIVE Draft Feasibility Report for Street Improvement Project 1373, Hilltop Estates, and
Schedule Public Hearing for January 21, 2020
J. RECEIVE Draft Feasibility Report for Street Improvement Project 1374, Wilderness Park, and
Schedule Public Hearing for January 21, 2020
K. RECEIVE Draft Feasibility Report for Street Improvement Project 1375, Oak Chase 1st – 5th, and
Schedule Public Hearing for January 21, 2020
L. RECEIVE Draft Feasibility Report for Street Improvement Project 1376, Oak Bluffs, and Schedule
Public Hearing for January 21, 2020
M. APPROVE a Joint Powers Agreement between nine cities for Trail Maintenance Contractual
Services
N. APPROVE 2020 Sperry Tower Lighting Schedule
O. APPROVE Extension of approval for a Variance located at 3640 Elrene Road
P. APPROVE Change Order #14 for Project 18-06, Police Department and City Hall Renovation
Q. APPROVE Resolution directing the City Clerk to issue 2020 alcohol license renewals upon
licensees’ submission of renewal documents and fees
R. DIRECT Preparation of an ordinance amendment regarding tobacco regulations
S. APPROVE Resolution to Proclaim May 15, 2019, and May 13, 2020, as Arbor Day and the month
Of May 2019 and 2020 as Arbor Month in the City of Eagan
T. APPROVE On-Sale Liquor and Sunday License for Osman Properties, Inc. doing business as Lost
Spur Golf and Event Center, 2750 Sibley Memorial Highway
V. PUBLIC HEARINGS
A. APPROVE the 2020 Fee Schedule
B. APPROVE Street Improvement Project 1364, Highview Acres / Spande / Valley View Plateau
C. APPROVE Street Improvement Project 1365, McKee Addition 1st – 3rd
D. APPROVE for Street Improvement Project 1367, Duckwood Estates
E. APPROVE Street Improvement Project 1368, Duckwood Trail
F. APPROVE Street Improvement Project 1369, Royal Oaks
G. APPROVE Street Improvement Project 1370, GVR Acres / Rathman Addition
VI. OLD BUSINESS
VII. NEW BUSINESS
A. PLANNED DEVELOPMENT AMENDMENT – Venstar - A Planned Development Amendment to allow
a daycare center and other mixed uses located at 855 Vikings Parkway
B. PRELIMINARY SUBDIVISION and FINAL PLANNED DEVELOPMENT – Central Park Commons Fifth
Addition - Mark Kronbeck, Alliant Engineering - A Preliminary Subdivision to create a lot, an outlot
and a Final Planned Development to allow an approximately 8000 sq. ft. restaurant located on
Outlot C, Central Park Commons
VIII. LEGISLATIVE / INTERGOVERNMENTAL AFFAIRS UPDATE
IX. ECONOMIC DEVELOPMENT AUTHORITY
A. CALL TO ORDER
B. ADOPT AGENDA
C. CONSENT AGENDA
1. Approve EDA Minutes
2. Approve the Third Amendment to Repurchase Agreement for Lot 2, Block 1, Cedar Grove
Parkway 4th Addition
D. OLD BUSINESS
E. NEW BUSINESS
F. OTHER BUSINESS
G. ADJOURN
X. ADMINISTRATIVE AGENDA
A. City Attorney
B. City Council Comments
C. City Administrator
D. Director of Public Works
E. Director of Community Development
XI. VISITORS TO BE HEARD (for those persons not on the agenda)
XII. ADJOURNMENT
Memo
To: Honorable Mayor and City Council Members
From: City Administrator Osberg
Date: December 13, 2019
Subject: Agenda Information for December 17, 2019 City Council Meeting
ADOPT AGENDA
After approval is given to the December 17, 2019 City Council agenda, the following items are in
order for consideration.
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
CONSENT AGENDA
The following items referred to as consent items require one (1) motion by the City Council. If
the City Council wishes to discuss any of the items in further detail, those items should be
removed from the Consent Agenda and placed under Old or New Business unless the discussion
required is brief.
A. Approve Minutes
Action To Be Considered:
To approve the minutes of December 3, 2019 regular City Council meeting as presented or
modified.
Attachments: (1)
CA-1 December 3, 2019 City Council Minutes
MINUTES OF A REGULAR MEETING OF THE
EAGAN CITY COUNCIL
Eagan, Minnesota
DECEMBER 3, 2019
A Listening Session was held at 6:00 p.m. prior to the regular City Council meeting. Present were Mayor
Maguire, Councilmembers Bakken, Fields, and Hansen. Councilmember Tilley was absent.
A regular meeting of the Eagan City Council was held on Tuesday, December 3, 2019 at 6:30 p.m. at the
Eagan Municipal Center. Present were Mayor Maguire, Councilmembers Bakken, Fields, and Hansen.
Councilmember Tilley was absent. Also present were City Administrator Osberg, Assistant City
Administrator Miller, Public Works Director Matthys, Community Development Director Hutmacher, City
Planner Schultz, Parks and Recreation Director Pimental, Communications and Engagement Director
Ellickson, Finance Director Pepper, Assistant Finance Director Feldman, Fire Chief Scott, Police Sergeant
Evans, City Attorney Bauer and Executive Assistant Stevenson.
AGENDA
Councilmember Bakken moved, Councilmember Hansen seconded a motion to approve the agenda as
presented. Aye: 4 Nay: 0
RECOGNITIONS AND PRESENTATION
There were no recognitions and presentation to be heard.
CONSENT AGENDA
Councilmember Bakken moved, Councilmember Fields seconded a motion to approve the consent
agenda as amended: Aye: 4 Nay: 0
A. It was recommended to approve the November 12, 2019 Special City Council minutes, and
November 19, 2019 regular City Council minutes as presented or modified.
B. Personnel Items:
1. It was recommended to approve the hiring of Tina Soller, full-time Streets Maintenance
Worker.
2. It was recommended to approve the hiring of Mary Duevel, full time Administrative
Assistant, to work in the City Clerk’s office.
3. It was recommended to approve the job description entitled Investigative Aide which will
support the Police Department’s Investigations Unit.
4. It was recommended to accept the resignation of Judy Mueller, Clerical Technician, recently
hired to support the Utilities Division, and authorize replacement.
5. It was recommended to accept he resignation of Katie White, Administrative Assistant
supporting the Fire Department and authorize replacement.
6. It was recommended to approve the 2020 budget requesting the approval of a 3% pay
increase to the City’s Compensation Plans for Full time and part time non union regular
employees, non union part time recurring employees, non union seasonal and temporary
employees, and interns as defined by City Policy.
C. It was recommended to ratify the check registers dated November 15 and 22, 2019.
City Council Meeting Minutes
December 3, 2019
2 page
D. It was recommended to approve the ordinary and customary contract with FRSecure LLC,
Minnesota Valley Photography Club, Stonehaven Senior Living, Todd Hurst, and Church of St.
Thomas Becket.
E. It was recommended to schedule a public hearing for December 17, 2019 to consider fees and
charges for 2020.
F. It was recommended to approve the proposed 2020 Enterprise Fund budgets for Public Utilities
(Water, Sanitary Sewer, Street Lighting, and Storm Drainage/Water Quality), Cascade Bay, Civic
Arena, Community Center and Fiber Infrastructure (AccessEagan).
G. It was recommended to approve the 2020 Special Revenue Funds Budgets: Housing Fund, DWI
Forfeiture Fund, Minnesota Investment Fund (MIF), Revolving Loan Fund, Cable TV Franchise
Fees Fund, ETV Fund, Tree Mitigation Fund and the Cedar Grove Parking Garage Fund.
H. It was recommended to approve the 2020 Eagan Convention and Visitors Bureau Budget.
I. It was recommended to approve the 2020 Vehicles, Equipment and Facilities Renewal &
Replacement (R&R) Budget from the 2019-2023 Capital Improvement Plans (CIP’s).
J. It was recommended to award a construction contract for the remodel of Fire Station Four.
K. It was recommended to award a contract for upgrade water service at Fire Station Four.
L. Item was removed.
M. It was recommended to approve a resolution designating 2020 precincts and polling places.
N. It was recommended to approve revocation of the On-Sale Liquor and Sunday Liquor License
issued to Erika Aranda doing business as Fiesta Cancun Mexican Grill and Bar, 4250 Lexington
Ave South Suite 111.
O. It was recommended to approve a resolution to accept donations from Wal-Mart and American
Vets Post 10.
P. It was recommended to approve Change Order No. 1 and the Final Payment for Contract 18-21
(Reservoir Rehabilitation) in the amount of $12,212.45 to Elevations Coatings Inc. and accept
the improvements for perpetual City maintenance subject to warranty provisions.
Q. It was recommended to approve the Final Payment for Contract 18-27 (Bur Oaks Pond –
Additional Berm Improvements) in the amount of $1,222.07 to Meyer Contracting and accept
the improvements for perpetual City maintenance subject to warranty provisions.
R. It was recommended to receive the bids for Contract 19-29 (Water Quality and Storm Sewer
Improvements) and award a contract to BKJ Land Company for the base bid in the amount of
$186,297.00 and authorize the Mayor and City Clerk to execute all related documents.
S. It was recommended to acknowledge the completion of Project 17-A (Tipperary Addition) and
authorize perpetual City maintenance subject to warranty provisions.
T. It was recommended to approve a Surveyor’s Certificate of Plat Correction for Lot 4 and Lot 5,
Sibley Terminal Industrial Park and authorize the Mayor and City Clerk to execute all related
documents.
U. Item was pulled for further discussion.
V. It was recommended to approve the 2020 Community Waste Abatement Grant Agreement
between Dakota Valley Recycling and Dakota County.
W. It was recommended to approve a one (1) year extension of Preliminary Subdivision approval for
Epic Real Estate Partners LLC to create two (2) lots upon approximately 6.8 acres located at 1276
Town Centre Drive.
Per the request of resident Theresa Eisele, 4209 Braddock Trail, Mayor Maguire pulled Item U. –
Authorize Amendment to JPA with Dakota County Transportation for Project 1339 Diffley Road (County
30)/ Braddock Trail, Diffley Road Pedestrian/Bicyclist Safety – for further discussion. Ms. Eisele
addressed the Council.
City Council Meeting Minutes
December 3, 2019
3 page
Councilmember Bakken moved, Councilmember Fields seconded a motion to Authorize an Amendment
to the JPA with Dakota County Transportation for Project 1339 Diffley Road (County 30)/ Braddock Trail,
Diffley Road Pedestrian/Bicyclist Safety. Aye: 4 Nay: 0
PUBLIC HEARINGS
Variance – 829 Govern Circle (Michael Grimes)
City Administrator Osberg introduced the item noting the applicant is proposing to construct a roof
shelter over the front entry steps. The Council is being asked to consider a Variance of six (6) feet to the
required 30-foot front yard setback to construct a covered porch addition on the front of a single-family
dwelling at 829 Govern Circle.
City Planner Schultz gave a staff report and provided a site map.
The applicant was present and available for questions.
The Council discussed the variance request.
Councilmember Bakken moved, Councilmember Fields seconded a motion to approve a Variance of six
(6) feet to the required 30-foot front yard setback to construct a covered porch addition on the front of
a single-family dwelling at 829 Govern Circle, subject to the following conditions: Aye: 4 Nay: 0
1. If within one year after approval, the variance shall not have been completed or utilized, it shall
become null and void unless a petition for extension has been granted by the Council. Such
extension shall be requested in writing at least 30 days before expiration and shall state facts
showing a good faith attempt to complete or utilize the use permitted in the variance.
2. The addition shall comply with all other applicable Zoning Ordinance provisions.
3. A building permit must be obtained prior to construction.
Proposed 2020 Budget and 2020 Property Tax Levy
City Administrator Osberg introduced the item noting the State requires cities over 2,500 in population
to hold a public hearing on their proposed budget and tax levy for next year. State law now allows the
Council to approve the budget on the same night of the hearing if it so chooses. To communicate budget
initiatives and service level impacts, community outreaches included social media postings with an
emphasis on different elements of the budget and related City services. A link was provided to the City’s
website where comments and input could also be submitted. Osberg noted the proposed levy is lower
than what was presented to the Council in September, as a result of the SAFER (Staffing for Adequate
Fire & Emergency Response) grant that was awarded on September 18, 2019.
Finance Director Pepper gave a presentation covering the topics that are required to be presented at
the hearing under Truth-in-Taxation laws.
Mayor Maguire opened the public hearing. Torbin Holm, 1138 Tiffany Point, addressed the Council
noting his concerns regarding the increase in city taxes. There being no further public comment, Mayor
Maguire turned the discussion back to the Council.
City Council Meeting Minutes
December 3, 2019
4 page
Councilmember Hansen moved, Councilmember Fields seconded a motion to close the public hearing
and approve the 2020 General Fund budgets of $42,822,100, and approve a resolution adopting the
final 2020 general levy of $39,332,378. Aye: 4 Nay: 0
OLD BUSINESS
There were no old business items to be heard.
NEW BUSINESS
Conditional Use Permits – Epic Real Estate Partners LLC
City Administrator Osberg introduced the item noting before the Council is three actions for
consideration upon the property located at 1276 Town Centre Drive; a Conditional Use Permit to allow
outdoor patio dining, a Conditional Use Permit to allow a drive-through facility, and a Conditional Use
Permit to allow on-sale liquor.
City Planner Schultz gave a staff report and provided a site map.
Brian McCool, Frederickson & Byron, was available for questions.
Mayor Maguire opened the public comment. There being no public comment he turned this discussion
back to the Council.
The Council discussed the Conditional Use Permit requests.
Councilmember Fields moved, Councilmember Bakken seconded a motion to approve a Conditional Use
Permit to allow outdoor patio dining upon property located at 1276 Town Centre Drive, subject to the
following conditions: Aye: 4 Nay: 0
1. This Conditional Use Permit shall be recorded with the Dakota County Recorder’s office within
60 days of approval by the City Council, with the following exhibits:
• Site Plan
• Patio Plan
2. The outdoor dining patio shall provide outdoor seating of not more than 24 seats as shown on
the Patio Plan.
3. A detailed Fence Plan that meets City Coe requirements shall be submitted with the Building
Permit.
4. The outdoor dining area shall be kept in a clean and orderly manner. No food or beverages shall
be stored outdoors, unless a suitable means for such storage has been reviewed and approved
by the City.
5. The property shall be platted to create Lot 1, Block 1 Town Centre 70 Twenty Third Addition and
the plat recorded prior to the issuance of the CUP.
Councilmember Fields moved, Councilmember Bakken seconded a motion to approve a Conditional Use
Permit to allow a drive-through facility upon property located at 1276 Town Centre Drive, subject to the
following conditions: Aye: 4 Nay: 0
City Council Meeting Minutes
December 3, 2019
5 page
1. This Conditional Use Permit shall be recorded at Dakota County within 60 days of approval by
the City Council, and proof of recording submitted to the City.
2. The property shall be platted to create Lot 1, Block 1 Town Centre 70 Twenty Third Addition and
the plat recorded prior to the issuance of the CUP.
Councilmember Fields moved, Councilmember Bakken seconded a motion to approve a Conditional Use
Permit to allow on-sale liquor upon property located at 1276 Town Centre Drive, subject to the
following conditions: Aye: 4 Nay: 0
1. This Conditional Use Permit shall be recorded at Dakota County within 60 days of approval by
the City Council, and proof of recording submitted to the City.
2. A liquor license shall be obtained from the City for the restaurant. On-sale liquor sales also shall
comply and be operated in accordance with all relevant state laws and regulations.
3. A detailed Fence Plan that meets City Code requirements and state laws and regulations shall be
submitted with the Building Permit.
4. The property shall be platted to create Lot 1, Block 1 Town Centre 70 Twenty Third Addition and
the plat recorded prior to the issuance of the CUP.
Conditional Use Permit – Lexington Logistics Center
City Administrator Osberg introduced the item noting the action to be considered is a Conditional Use
Permit to allow outdoor storage of 43 semi-trucks/trailers for property located at 3130 Lexington
Avenue South.
City Planner Schultz gave a staff report and provided a site map.
Jeremy Thomas, RJ Ryan Construction, Inc., was available for questions.
The Council discussed the Conditional Use Permit request.
Mayor Maguire opened the public comment. There being no public comment, he turned the discussion
back to the Council.
Councilmember Hansen moved, Councilmember Fields seconded a motion to approve a Conditional Use
Permit to allow outdoor storage of 43 semi-trucks/trailers for the property located at 3130 Lexington
Avenue South, subject to the following conditions: Aye: 4 Nay: 0
1. This Conditional Use Permit shall be recorded with the Dakota County Recorder’s office within
60 days of approval by the City Council, with the following exhibits:
• Site Plan dated November 7, 2019
• Landscape Plan dated November 8, 2019
2. Outdoor storage shall be conducted consistent with the items, quantities and areas shown on
the approved Site Plan
3. The property shall be re-platted prior to issuance of a Building Permit.
4. Dedication of additional right-or-way for Lexington Avenue, the proposed access drive and the
right turn lane along Lexington Avenue (County roadway) into the site are subject to the review
and approval of the Dakota County Plat Commission.
City Council Meeting Minutes
December 3, 2019
6 page
5. In accordance with City Code, a landscape financial guarantee escrow of $7,500 shall be
provided prior to the release of the CUP for recording.
6. Future development is subject to conditions of the City of Eagan Tree Preservation Ordinance
(City Code Chapter 11, Section 11.70, Subd. 13) and must be satisfied prior to plan approval.
Issuance of a conditional use permit does not imply an exemption from future tree preservation
requirements.
7. The following information is required to be submitted at the time of Building Permit: Tree
Inventory and Tree Preservation plans, Tree Mitigation plan, Landscape plan and overall Planting
plan.
8. Landscape areas shall be properly maintained per City Code standards.
9. Prior to issuance of a certificate of occupancy, the applicant shall verify that any gates have
KNOX padlocks or switches for public safety access acceptable to the Fire Marshall.
10. The new building shall comply with City Code standards for architectural design and exterior
finish materials, to be demonstrated at the time of Building Permit.
11. All mechanical equipment and means of screening should be shown on the plans at the time of
Building Permit.
12. All signage shall comply with City Sign Code standards. A Sign Permit shall be obtained prior to
installation of any signs.
13. Prior to issuance of a Building Permit, a Final Site Lighting Plan shall be prepared providing 0.5
footcandles throughout all parking areas, and to include the existing lighting and extent of the
outdoor storage areas.
14. All parking and storage areas shall be properly maintained to prevent deterioration in a manner
acceptable to the City Engineer.
15. A revised site plan shall be submitted prior to recording of the CUP addressing the final location
of the six (6) foot screen fence intended to screen and secure the outdoor storage area.
16. Prior to issuance of a building permit for any future plan of site redevelopment, this
development shall fully meet the City’s Land Disturbance Stormwater Pollution Prevention and
Post-Construction Stormwater Management Requirements (City Code §4.34) or stormwater
management and surface water quality, including Runoff Rate Control and 1.1” Volume Control
of effective retention of the site’s new fully-reconstructed impervious surface area (including
effective soil remediation for all of the site’s disturbed soils that are to be revegetated).
17. Prior to issuance of a building permit for any future plan of site development, the Property
Owner shall enter into a long-term stormwater management system maintenance agreement
with the City, detailing the annual inspection and maintenance required to occur to ensure
proper operation and performance of the permanent stormwater management system, in a
form acceptable to the City Attorney.
18. All utility and grading plans shall be reviewed at the time of building permit for full compliance
with city standards.
LEGISLATIVE / INTERGOVERNMENTAL AFFAIRS UPDATE
There was no legislative/intergovernmental affairs update.
ADMINISTRATIVE AGENDA
There were no administrative agenda items to be heard.
City Council Meeting Minutes
December 3, 2019
7 page
VISITORS TO BE HEARD
There were no visitors to be heard.
ADJOURNMENT
Councilmember Hansen moved, Councilmember Bakken seconded a motion to adjourn the meeting at
7:33 p.m. Aye: 4 Nay: 0
_______
Date
______
Mayor
_______
City Clerk
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
CONSENT AGENDA
B.Personnel Items
ITEM 1.
Action to be Considered:
Accept the resignation of Dan Brettschneider, Code Enforcement/Property Maintenance
Technician, and authorize replacement.
ITEM 2.
Approve adjustments to the City Administrator’s 2020 compensation to meet restrictions
imposed by the State of Minnesota.
Actions to be considered:
➢Approve annual salary of $184,506 (hourly pay rate of $88.705).
➢Provide medical and dental insurance coverage to the City Administrator at no cost.
➢Add 319.52 hours to the City Administrator’s PTO bank.
Facts:
➢In October 2016, the City obtained a salary cap waiver from the State for the City
Administrator position.
➢The State permits the salary maximum established by the waiver to be increased annually
by an inflation factor. The State’s inflation factor for 2020 is 1.8%. The proposed rate of
$88.705/hour coincides with the maximum allowable annual salary of $184,506.
➢The employee portion of the medical and dental insurance premiums for the City
Administrator would otherwise have been $6,555 for 2020.
➢The City does not provide a car allowance to the City Administrator; instead, he is
reimbursed for mileage at IRS rates.
➢After these adjustments, there remains a $28,343 difference between the allowable
salary cap and the Administrator’s salary (and car allowance benefits) as determined by
the compensation plan adopted by the Council in 2017 pursuant to the Springsted
study. This difference is equivalent to 319.52 hours of PTO at the hourly rate of $88.705.
➢In 2018, the Council approved a policy establishing a paid time off (PTO) bank for any
staff impacted by the State salary cap.
ITEM 3.
Action to be Considered:
Approve a Memorandum of Understanding regarding language clarification between the City of
Eagan and the Teamster’s Local #320 – Public Works & Parks Maintenance Unit.
Facts:
➢The current collective bargaining agreement is effective from January 1, 2019 to
December 31, 2020
➢Historically, there was language describing how Holidays are paid when they fall on a
Saturday or Sunday
➢Article 14 speaks to Holidays, and how they are compensated
➢When previously negotiating the clarifying the language in Article 14, specific language
for how certain holidays are to be paid was absent when said holidays fall on a Sunday
➢The attached Memorandum of Understanding details the intention of both the Union and
the City of Eagan
Attachments: (1)
CB-1 Memorandum of Understanding
ITEM 4.
Action to be Considered:
Approve the hiring of the following as full time Fire Fighters in the Fire Department:
Paul Burgett
Leon Chambers
Jacob Cordt
Danielle Fasching
Keegan Geske
James Guy
Natalie Holter
Santiago Huerta
Joseph Johns
Treyner Juelsgaard
Rob Kewitsch
Joseph King
Douglas Lattery
Robert Morris
Kevin Teat
Nicholas Wegner
Leroy Ysquierdo
ITEM 5.
Action to be Considered:
Approve the internal promotions of the following full time Fire Fighters to full time Captains in
the Fire Department:
Tyler Moyna
Dan Bonin
Andrew Klees
Jessica Hoffman
Kevin Kiewatt
Jeff Bahrke
ITEM 6.
Action to be Considered:
Approve the hiring of Sarah Foster, Clerical Technician 4 to work in the Utilities Division.
Facts:
➢Ms. Foster replaces the vacancy created by Judy Mueller
ITEM 7.
Action to be Considered:
Approve the Drug and Alcohol Clearinghouse language to be added to the City’s Drug and
Alcohol testing policy.
Facts:
➢Effective January 1, 2020, the Federal government established a central database
(Clearinghouse), to monitor all employees throughout the United States who are
required to possess a Commercial Driver’s License in order to perform the essential
functions of their job.
➢Portions of Federal Legislation §382 must be included in City policy.
➢The mandated language to include in the City’s Drug and Alcohol testing policy include
the following: (12) The requirement that the following personal information collected
and maintained under this part shall be reported to the Clearinghouse:
(i) A verified positive, adulterated, or substituted drug test result;
(ii) An alcohol confirmation test with a c oncentration of 0.04 or higher;
(iii) A refusal to submit to any test required by subpart C of this part;
(iv) An employer's report of actual knowledge, as defined at §382.107:
(A) On duty alcohol use pursuant to §382.205;
(B) Pre-duty alcohol use pursuant to §382.207;
(C) Alcohol use following an accident pursuant to §382.209; and
(D) Controlled substance use pursuant to §382.213;
(v) A substance abuse professional (SAP as defined in §40.3 of this title) report of the
successful completion of the return-to-duty process;
(vi) A negative return-to-duty test; and
(vii) An employer's report of completion of follow-up testing.
ITEM 8.
Action To Be Considered:
Approve change to the ETV Cablecaster pay policy for cancelled events
Facts:
➢Current policy is ETV only pays for the hours a cablecaster works. This conflicts with area
standard protocols for cablecasters and could hinder ETV’s ability to recruit and retain
qualified cablecasters.
➢Most cablecasters work freelance with multiple municipalities, organizations and
companies. When ETV schedules them for work, they may be turning down other
opportunities for work.
➢Eight (8) out of ten metro communities surveyed by ETV had a policy for hour minimums
for cablecasters scheduled to work City meetings.
➢The policy would apply only to part-time ETV cablecasters. The City will pay them for two
hours of work if a City meeting is cancelled with less than one-week notice.
➢If a sports event is cancelled within one hour of the scheduled start time , the cablecaster
will be paid for one hour.
Attachments: (1)
CB-2 Proposed ETV Part-Time Cablecaster pay policy for cancelled events
City of Eagan and
MN Teamsters Public & Law Enforcement Employees’ Union,
Local 320 – Public Works & Parks Maintenance Unit
MEMORANDUM OF UNDERSTANDING
WHEREAS, this memorandum of understanding is between the City of Eagan, Minnesota (“the City”),
and MN Teamsters Public & Law Enforcement Employees’ Union, Local 320 representing Public Works
& Parks Maintenance Unit (“the Union”),
WHEREAS, the City and the Union are parties to a collective bargaining agreement in effect
from January 1, 2019 to December 31, 2020; and
WHEREAS, this memorandum of understanding is to establish the agreement of the parties
concerning a clarification to designated holidays and the method in which overtime shall be applied when
the identified City observed, designated holidays, fall on either Saturday or Sunday.
WHEREAS, the parties agree to add the following language into the collective bargaining
agreement, as a Memorandum of Understanding which will modify the current language concerning City
Observed/Designated holidays as described in Article 14.1, 14.2A and 14.2B.
NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS:
The following are designated holidays, meaning they are observed as paid holidays for regular
full-time employees: New Year’s Day, Martin Luther King Day, President’s Day, Memorial Day,
Independence Day, ½ day for Christmas Eve Day, ½ day for either Good Friday or New Year’s
Eve Day, Two floating holidays (16 hours), Labor Day, Veteran’s Day, Thanksgiving Day,
Christmas Day
Holiday Overtime Rates:
All regular full-time employees in the bargaining unit shall be given two (2) floating holidays (16 hours) whereby the employee shall give their
immediate supervisor at least three (3) day notice of their request to take such a floating holiday which request shall not unreasonably be
withheld. If an employee receives prior approval to use Floating Holiday hours, and they are subsequently called to work, they shall receive 1.5
times their regular rate of pay for all hours worked.
Holiday OT Rate Total
President's Day 8 hours plus 1.5 times = 2.5 times
Memorial Day 8 hours plus 1.5 times = 2.5 times
Labor Day 8 hours plus 1.5 times = 2.5 times
Good Friday (half holiday) 4 hours plus 1.5 times = 2.5 times
(2) Floating Holidays** 8 hours plus 1.5 times = 2.5 times
Martin Luther King Day 8 hours plus 1.5 times = 2.5 times
The following holidays will be paid on the City Observed/Designated Holiday, in accordance with the following table. When any of the following
holidays fall on a Saturday, the preceding day will be a City Observed/Designated Holiday and Holiday Pay shall be issued.
• Veteran’s Day, New Year’s Eve Day, New Year’s Day, Independence Day, Christmas Eve Day, Christmas Day
OT Rate OT Rate
Veteran's Day 1.5 times plus 8 hours Holiday 2.5 times for all hours worked up to 8 hours
New Year's Eve Day AM 1.0 times for first 4 hours worked
New Year's Eve Day PM (half holiday) 1.5 times plus 4 hours Holiday 2.5 times
If an employee works any of Hour 5, Hour 6,
Hour 7 and through Hour 8, they will be paid
accordingly.
New Year's Eve Day 1.5 times for hours in excess of 8
New Year's Day 1.5 times for first 8 hours worked 2.5 times for all hours worked after 8 hours
Independence Day 1.5 times for first 8 hours worked 2.5 times for all hours worked after 8 hours
Christmas Eve Day (half holiday): 1.0 times for first 4 hours worked
Christmas Eve Day 1.5 times for hour 4 to hour 8 worked
Christmas Eve Day 2.5 times for all hours over 8 worked
14.2B The following holidays will be paid on the City Observed/Designated Holiday, in accordance with the following table. When any of the
following holidays fall on a Sunday, the following day will be a City Observed/Designated Holiday and Holiday Pay shall be is sued.
• Veteran’s Day, New Year’s Eve Day, New Year’s Day, Independence Day, Christmas Eve Day, Christmas Day
OT Rate OT Rate
Veteran's Day 1.5 times plus 8 hours Holiday 2.5 times for all hours worked up to 8 hours
New Year's Eve Day AM 1.0 times for first 4 hours worked
New Year's Eve Day PM (half holiday) 1.5 times plus 4 hours Holiday 2.5 times
If an employee works any of Hour 5, Hour 6,
Hour 7 and through Hour 8, they will be paid
accordingly.
New Year's Eve Day 1.5 times for hours in excess of 8
New Year's Day 1.5 times for first 8 hours worked 2.5 times for all hours worked after 8 hours
Independence Day 1.5 times for first 8 hours worked 2.5 times for all hours worked after 8 hours
Christmas Eve Day (half holiday): 1.0 times for first 4 hours worked
Christmas Eve Day 1.5 times for hour 4 to 8 worked
Christmas Eve Day 2.5 times for all hours over 8 worked
This change shall become effective on December 18, 2019 and the modifications shall be fully
incorporated into the collective bargaining agreement effective January 2021 and beyond, unless
otherwise mutually agreed to.
In witness whereof the parties hereto have executed this agreement on this 17th day of
December, 2019.
TEAMSTERS LOCAL 320 CITY OF EAGAN:
___________________________ __________________________
Craig Johnson, Business Agent Mayor Mike Maguire
______________________________ __________________________
Mark Dornseif, Union Steward David M. Osberg City Administrator
___________________________
Christina Scipioni, City Clerk
1
POLICY
ETV MINIMUM HOURS FOR PART-TIME STAFF FOR CANCELLED MEETINGS POLICY
I. PURPOSE AND NEED FOR POLICY
The reason to adopt this policy is that part-time ETV employees sign up to work different meetings,
events and productions. They often sign up for these events weeks ahead of time. This ensures proper
staffing levels and provides the cablecaster the opportunity to coordinate around other freelance work.
II. ETV MINIMUM HOURS FOR PART-TIME STAFF FOR CANCELLED MEETINGS POLICY
The following policy applies to part-time ETV cablecasters regarding how and when minimum hours are
implemented for cancelled work.
City Meetings
The City of Eagan / ETV will pay cablecasters for two hours of work if a City meeting is cancelled with less
than one week notice prior to the meeting start time.
Sports Events
If a sports event is cancelled within one-hour prior of the scheduled start time, the ETV cablecaster will
be paid for one hour.
The assigned worker will be given the first chance to work the rescheduled event.
If the game is cancelled and or postponed after their assigned start time, they will be paid for the time
that they work.
When sporting events are cancelled no alternative working options will be given for those hours.
Original Policy Adoption Date: December 17, 2019
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
CONSENT AGENDA
C. Ratify Check Registers
Action To Be Considered:
To ratify the check registers dated November 29 and December 6, 2019, as presented.
Attachments: (2)
CC-1 Check register dated November 29, 2019
CC-2 Check register dated December 6, 2019
11/27/2019City of Eagan 14:50:26R55CKR2 LOGIS102V
1Page -Council Check Register by GL
Check Register w GL Date & Summary
11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209860 11/29/2019 100742 ABC RENTALS INC.
5,986.00 #318 PLOW CIP VEH 306684 264474 3531.668011/26/2019 Mobile Equipment Equip Rev Fd-Dept 31
5,986.00
209861 11/29/2019 142634 ADVANTAGE SIGNS & GRAPHICS INC.
150.50 ADDED NUMBERS FOR STORAGE BUIL 306685 00040556 6146.623011/26/2019 Repair/Maintenance Supplies-Ge North Plant Building
150.50
209862 11/29/2019 146368 ALLEGRA
122.94 BUSINESS CARDS 306686 44590 1107.621111/26/2019 Office Printed Material/Forms Support Services
122.94
209863 11/29/2019 142259 APPEAR CLEAR WINDOW CLEANING
380.00 WINDOW CLEANING 306687 1882 6146.653511/26/2019 Other Contractual Services North Plant Building
380.00
209864 11/29/2019 100360 APPLE FORD LINCOLN APPLE VALLEY
411.07 RO 1449 306688 474827 9001.141511/26/2019 Inventory - Parts General Fund
141.75 RO 1447 306689 474195 9001.141511/26/2019 Inventory - Parts General Fund
31.04 RO 1445 306690 475444 9001.141511/26/2019 Inventory - Parts General Fund
147.32 RO 1455 306691 475596 9001.141511/26/2019 Inventory - Parts General Fund
731.18
209865 11/29/2019 100009 ASPEN EQUIP CO
1,926.00 STORM POND BYPASS SUPPLIES 306692 10209116 6435.623111/26/2019 Mobile Equipment Repair Parts Storm Pond Maintn/Inspection
1,926.00
209866 11/29/2019 140466 ASPENWALL TREE SERVICE INC.
1,450.00 CONTRACTUAL TREE REMOVAL 306693 18-0621 3220.654511/26/2019 Tree Removal Tree Removal
1,450.00
209867 11/29/2019 100015 BACHMANS INC
2,349.40 PLANT MATERIAL - QUARRY 306694 128089/50 3214.663011/26/2019 Other Improvements Landscape Planting-Park Sites
2,349.40
209868 11/29/2019 100487 BARR ENGINEERING CO
446.00 ENGINEERING SERVICES 306695 23191139.19 -
15
6541.6712 P132211/26/2019 Project - Engineering Capital Proj-Renew&Repl-cr1126
522.00 ENGINEERING SERVICES 306695 23191139.19 -
15
6541.6712 P130211/26/2019 Project - Engineering Capital Proj-Renew&Repl-cr1126
454.00 ENGINEERING SERVICES 306695 23191139.19 - 6541.6712 P130411/26/2019 Project - Engineering Capital Proj-Renew&Repl-cr1126
12/12/19
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
2Page -Council Check Register by GL
Check Register w GL Date & Summary
11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209868 11/29/2019 100487 BARR ENGINEERING CO Continued...
15
1,184.00 ENGINEERING SERVICES 306696 23191139.19-16 6541.6712 P132211/26/2019 Project - Engineering Capital Proj-Renew&Repl-cr1126
1,520.50 ENGINEERING SERVICES 306696 23191139.19-16 6542.6712 P130211/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
951.00 ENGINEERING SERVICES 306696 23191139.19-16 6542.6712 P130311/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
670.50 ENGINEERING SERVICES 306696 23191139.19-16 6542.6712 P130411/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
999.00 ENGINEERING SERVICES 306696 23191139.19-16 6542.6712 P130611/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
19,549.86 ENGINEERING SERVICES 306697 23191361.00 -
27
6542.6712 P126811/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
26,296.86
209869 11/29/2019 100397 BATTERIES PLUS
91.95 BOAT BATTERY REPLACEMENT 306698 P21193024 1224.623111/26/2019 Mobile Equipment Repair Parts Engineer
91.95
209870 11/29/2019 100016 BAUER BUILT
246.16 RO 1451 306699 180255861 9001.141511/26/2019 Inventory - Parts General Fund
361.56 RO 1433 306700 180255646 9001.141511/26/2019 Inventory - Parts General Fund
607.72
209871 11/29/2019 154596 BLACKSTONE CONTRACTORS LLC
8,200.00 NATURE TRAIL CIP 306701 102519 2852.676311/26/2019 Trails General Park Site Improvmts
8,200.00
209872 11/29/2019 152805 CANTEEN REFRESHMENT SERVICES
408.86 CONCESSION RESALE 306702 MSP1850 6609.685511/26/2019 Merchandise for Resale Concession Sales/Vending
408.86
209873 11/29/2019 141301 CENTRAL IRRIGATION SUPPLY
73.00 CURBSTOP REPAIR 306703 50227781-00 6130.624011/26/2019 Small Tools Curb Stop Inspctn/Maint/Repair
73.00
209874 11/29/2019 102030 COLLINS, JOHN
44.85 TRAINING MEALS 306704 100719 1104.647611/26/2019 Conferences/Meetings/Training Patrolling/Traffic
44.85
209875 11/29/2019 142286 COMCAST
52.66 MONTHLY DUES 11/18-12/17/19 306705 877210508072454
1-110819
6603.634711/26/2019 Telephone Service & Line Charg Building Repair & Maint.
52.66
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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Check Register w GL Date & Summary
11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209876 11/29/2019 100038 COMMERCIAL ASPHALT Continued...
1,359.31 STREET REPAIR SUPPLIES 306706 191031 2240.625511/26/2019 Street Repair Supplies Street Plowing/Sanding
372.56 ASPHALT FOR WATERMAIN PATCHES 306706 191031 6160.625511/26/2019 Street Repair Supplies Main Maintenance/Repair
311.04 COUNTRYHOMEPLAYGROUND 306706 191031 2801.676011/26/2019 Play Equipment Country Home Park
2,042.91
209877 11/29/2019 152877 COPELAND BUILDING CORPORATION
70,942.50 COPELAND WATER LINE 306707 103119 9352.653511/26/2019 Other Contractual Services Fire Station 4 Remodel
70,942.50
209878 11/29/2019 150880 CORE & MAIN LP
768.66 COPPER HORNS FOR INVENTORY 306708 L308568 6159.626011/26/2019 Utility System Parts/Supplies Service Inspectn/Maint/Repair
164.09 HYDRANT REPAIR 306709 L419052 6144.626011/26/2019 Utility System Parts/Supplies Hydrant Maintenance/Repair
6,044.85 STORM CHECK VALVES 306710 L348815 6439.663011/26/2019 Other Improvements Lift Station Maintenanc/Repair
6,977.60
209879 11/29/2019 146905 COULSON, JACOB
30.00 TRAINING MEALS 306711 110719 1104.647611/26/2019 Conferences/Meetings/Training Patrolling/Traffic
27.68 TRAINING MILEAGE 306711 110719 1104.635311/26/2019 Personal Auto/Parking Patrolling/Traffic
57.68
209880 11/29/2019 153516 DAK CTY DRUGTASKFORCE-CHRISTOPHER MELTON
3,786.00 BUY FUND REPLENISH 306712 112119 9695.1030.611/26/2019 Buy Fund-Drug Task Force Dakota Co Drug Task Force
3,786.00
209881 11/29/2019 110460 DAKOTA COUNTY
31.33 ELECTRONIC RECYCLING 306713 4137-111419 0301.656911/26/2019 Maintenance Contracts IT-Gen & Admn
31.33
209882 11/29/2019 133868 DAKOTA COUNTY FINANCIAL SERVICES
2,729.61 PD RADIO FEES 306714 00036867 1108.656911/26/2019 Maintenance Contracts Communications
2,286.34 EFD RADIO FEES 306714 00036867 1221.653511/26/2019 Other Contractual Services Administration-Fire
5,015.95
209883 11/29/2019 100050 DAKOTA ELECTRIC
115.41 1620 YANKEE DOODLE RD 306715 1002973-3-OCT19 6301.640611/26/2019 Electricity-Street Lights Street Lighting
41.47 ASHBURY RD LIFTSTATION 306716 1001528-4-OCT19 6239.640811/26/2019 Electricity-Lift Stations Lift Station Maintenanc/Repair
156.88
209884 11/29/2019 100447 DALCO
138.30 CUSTODIAL SUPPLIES 306717 3526117 6827.622311/26/2019 Building/Cleaning Supplies Building Maintenance
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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Check Register w GL Date & Summary
11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209884 11/29/2019 100447 DALCO Continued...
138.30
209885 11/29/2019 104566 DANSON, LOREN
34.00 CDL LICENSE RENEWAL 306718 103019 3201.647611/26/2019 Conferences/Meetings/Training Administrative/General
34.00
209886 11/29/2019 100053 DELEGARD TOOL CO
474.42 JACK REPAIR 306719 162933 2401.623411/26/2019 Field/Other Equipment Repair Gen/Adm-Central Services
474.42
209887 11/29/2019 108122 DESIGNWRITE STUDIO'S, INC.
562.00 WEB DEV. SEPT/OCT 2019 306720 6276 0907.631011/26/2019 Professional Services-General Web Page
716.00 DESIGN FOR EXP.EAGANOCT-NOV19 306721 6277 0902.631011/26/2019 Professional Services-General Experience Eagan Newsletter
112.00 ART BLOCK INSERT PREP2019 306722 6278 0902.631011/26/2019 Professional Services-General Experience Eagan Newsletter
1,390.00
209888 11/29/2019 142972 DOUGHERTY, MOLENDA, SOLFEST, HILLS
6,494.17 LEGAL 306658 184212-04768 0601.631111/27/2019 Legal General Legal Service
745.67 PRIME THERAPEUTICS 306659 184219-38324 9001.2245 J034411/27/2019 Escrow - Private Development F General Fund
113.19 LEGAL 306660 184223-39471 0601.631111/27/2019 Legal General Legal Service
145.53 LEGAL 306661 184227-41015 0601.631111/27/2019 Legal General Legal Service
816.59 LEGAL 306662 184233-42144 0601.631111/27/2019 Legal General Legal Service
64.68 LEGAL 306663 184222-39435 0601.631111/27/2019 Legal General Legal Service
727.65 LEGAL 306664 184229-41054 0601.631111/27/2019 Legal General Legal Service
248.56 SPRINT SPERRY TOWER DARK FIBER 306665 184215-23897 6007.6311 ASPRI11/27/2019 Legal Sperry Antenna Location
298.26 AT&T YANKEE RESERVOIR UPGRADE 306666 184216-36296 6008.6311 AAT&T11/27/2019 Legal Yankee Doodle Antenna Location
969.36 T-MOBILE DEERWOOD L1900 306667 184217-36298 6001.6311 ATMOB11/27/2019 Legal Deerwood Antenna Location
397.68 VERIZON DEERWOOD PCS-LTE 306668 184218-36949 6001.6311 AVERI11/27/2019 Legal Deerwood Antenna Location
323.12 VERIZON - DIFFLEY PCS LTE 306669 184220-38803 6003.6311 AVERI11/27/2019 Legal Lexington Antenna Location
198.84 EAGAN SENIOR LIVING 306670 184224-40416 9001.2245 J041711/27/2019 Escrow - Private Development F General Fund
49.71 LEXINGTON FLATS 306671 184225-40534 9001.2245 J042411/27/2019 Escrow - Private Development F General Fund
298.26 EAGAN PLACE 306672 184226-40811 9001.2245 J043111/27/2019 Escrow - Private Development F General Fund
298.26 THE PRESERVE AT CEDAR GROVE 306673 184228-41037 9001.2245 J043711/27/2019 Escrow - Private Development F General Fund
99.42 NICHOLS PARK LLC 306674 184230-41737 9001.2245 J045811/27/2019 Escrow - Private Development F General Fund
4,299.98 VIKINGS LAKES APARTMENTS 306675 184231-42086 9001.2245 J046811/27/2019 Escrow - Private Development F General Fund
173.99 CENTENNIAL RIDGE 306676 184232-42094 9001.2245 J046911/27/2019 Escrow - Private Development F General Fund
99.42 RAYDAR PROPERTIES 306677 184234-42209 9001.2245 J047011/27/2019 Escrow - Private Development F General Fund
99.42 LEXINGTON LOGISTICS CENTER 306678 184235-42210 9001.2245 J047111/27/2019 Escrow - Private Development F General Fund
173.99 VENSTAR LLC 306679 184236-42211 9001.2245 J047211/27/2019 Escrow - Private Development F General Fund
173.99 CUB OUTLET AT EAGAN TOWNE CENT 306680 184237-42212 9001.2245 J047311/27/2019 Escrow - Private Development F General Fund
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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Check Register w GL Date & Summary
11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209888 11/29/2019 142972 DOUGHERTY, MOLENDA, SOLFEST, HILLS Continued...
99.42 OLIVE GARDEN - CENTRAL PARK CO 306681 184238-42213 9001.2245 J047411/27/2019 Escrow - Private Development F General Fund
659.57 LEGAL 306682 184213-10388 0601.631111/27/2019 Legal General Legal Service
1,538.25 LEGAL 306683 184214-12651 0601.631111/27/2019 Legal General Legal Service
19,606.98
209889 11/29/2019 142034 ELECTRIC PUMP
92,866.58 MID-CYCLE REHAB FOR CH STORM 306723 0066896-IN 6439.663011/26/2019 Other Improvements Lift Station Maintenanc/Repair
92,866.58
209890 11/29/2019 101006 EMERGENCY AUTO TECHNOLOGIES
1,506.84 UNIT 1204, 1203, 1215 306724 DL11051922A 9346.668011/26/2019 Mobile Equipment Fire Apparatus Revolving
329.25 NEW SQUAD 1149 306725 DL09031920E 3511.668011/26/2019 Mobile Equipment Equip Rev Fd-Dept 11
6,200.04 UNIT 1203, 1204,1215 306726 DL11051922B 9346.668011/26/2019 Mobile Equipment Fire Apparatus Revolving
403.81 NEW UNIT 1147 306727 DL10301921A 3511.668011/26/2019 Mobile Equipment Equip Rev Fd-Dept 11
175.68 NEW UNIT 1147 306728 TW111419-2 3511.668011/26/2019 Mobile Equipment Equip Rev Fd-Dept 11
116.40 UNIT 1203 306729 DL111219-21 9001.141511/26/2019 Inventory - Parts General Fund
88.48 UNIT 1207 306730 DL110719-21 9001.141511/26/2019 Inventory - Parts General Fund
8,820.50
209891 11/29/2019 100451 FASTENAL COMPANY
28.83 SNOW PLOW PINS 306731 MNTC1238580 2244.623111/26/2019 Mobile Equipment Repair Parts Street Equipment Repair/Mtn
59.70 UNIT 150 306732 MNTC1238581 9001.141511/26/2019 Inventory - Parts General Fund
771.30 PICNIC TABLE BOLTS 306733 MNTC1238829 3103.625211/26/2019 Parks & Play Area Supplies Site Amenity Maintenance
859.83
209892 11/29/2019 143971 FLEETPRIDE
28.04 UNIT 146 306734 38880360 9001.141511/26/2019 Inventory - Parts General Fund
28.75 306735 39223059 6232.623011/26/2019 Repair/Maintenance Supplies-Ge Equipment Maintenance/Repair
107.88 GENERATOR FUEL TREATMENT 306736 40238147 6232.623511/26/2019 Fuel, Lubricants, Additives Equipment Maintenance/Repair
164.67
209893 11/29/2019 100157 FORCE AMERICA INC
2,544.36 UNIT 157 306737 001-1392603 9001.141511/26/2019 Inventory - Parts General Fund
6.28 UNIT 157 306738 001-1392612 9001.141511/26/2019 Inventory - Parts General Fund
49.00 UNIT 122 306739 001-1394318 9001.141511/26/2019 Inventory - Parts General Fund
2,599.64
209894 11/29/2019 147955 GALLS LLC
17.00 UNIFORM SWEENEY 306740 014170054 1104.622411/26/2019 Clothing/Personal Equipment Patrolling/Traffic
39.60 UNIFORM SWEENEY 306741 014181064 1104.622411/26/2019 Clothing/Personal Equipment Patrolling/Traffic
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
6Page -Council Check Register by GL
Check Register w GL Date & Summary
11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209894 11/29/2019 147955 GALLS LLC Continued...
7.45 UNIFORM MEADE 306742 014204138 1104.622411/26/2019 Clothing/Personal Equipment Patrolling/Traffic
144.88 UNIFORM GOODLING 306743 014212498 1104.622411/26/2019 Clothing/Personal Equipment Patrolling/Traffic
165.50 UNIFORM MACHTEMES 306744 014235328 1104.622411/26/2019 Clothing/Personal Equipment Patrolling/Traffic
220.00-UNIFORM BURSTEIN 306745 014262265 1104.622411/26/2019 Clothing/Personal Equipment Patrolling/Traffic
28.65 UNIFORM DUETMEYER 306746 014267879 1104.622411/26/2019 Clothing/Personal Equipment Patrolling/Traffic
28.00 UNIFORM MEADE 307140 014290902 1104.622411/27/2019 Clothing/Personal Equipment Patrolling/Traffic
211.08
209895 11/29/2019 155226 GOLLA, KEVIN AND ASHLEY
63.73 EAB COST SHARE 306747 2019 EAB INSECT
INJECT
3209.686011/26/2019 Contributions/Cost Sharing Pay Plant Inspections-Private Prop
63.73
209896 11/29/2019 142804 GRAHAM, SCOTT
1.00 11/23/19 MARKET SNAP/EBT 307141 112319 3061.6220 PR00311/27/2019 Operating Supplies - General Market Fest
10.00 11/23/19 MARKET MARKETBUCKS 307141 112319 3061.6220 PR00411/27/2019 Operating Supplies - General Market Fest
11.00
209897 11/29/2019 100085 HARDWARE HANK
15.36 RO 1451 306748 1873135 9001.141511/26/2019 Inventory - Parts General Fund
46.95 RO 1472 306749 1874213 9001.141511/26/2019 Inventory - Parts General Fund
49.98 HOTBOX COLD WEATHER FUEL 306750 1874707 2220.624311/26/2019 Heating Oil/Propane/Other Fuel Bituminous Surface Maint
72.97 HOTBOX COLD WEATHER FUEL 306751 1868930 2220.624311/26/2019 Heating Oil/Propane/Other Fuel Bituminous Surface Maint
42.07 PLOW EQUIP REPAIR 306752 1874604 2240.622011/26/2019 Operating Supplies - General Street Plowing/Sanding
227.33
209898 11/29/2019 121622 HASTINGS, CITY OF
7,359.29 GIPSON 9/2-9/29/19 306753 201910182195 9695.631011/26/2019 Professional Services-General Dakota Co Drug Task Force
7,359.29
209900 11/29/2019 138907 HOLMIN HEATING & COOLING
600.00 FURNACE MAINT 306755 702109 3106.653511/26/2019 Other Contractual Services Structure Care & Maintenance
425.00 HVAC CONTRACT 306756 702115 3314.656911/26/2019 Maintenance Contracts Central Maintenance
1,025.00
209901 11/29/2019 100627 HOME DEPOT CREDIT SERVICES
26.51 TOOLS 307154 5013681 6602.624011/29/2019 Small Tools Equipment Repair & Maint.
17.95 SUPPLIES 307155 4090620 6719.623011/29/2019 Repair/Maintenance Supplies-Ge Building Maintenance
27.98 PLOW EQUIP REPAIR 307156 6012361 2244.622011/29/2019 Operating Supplies - General Street Equipment Repair/Mtn
9.75 UNIT 10002 307157 5095775 9001.141511/29/2019 Inventory - Parts General Fund
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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Check Register w GL Date & Summary
11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209901 11/29/2019 100627 HOME DEPOT CREDIT SERVICES Continued...
39.79 VEHICLE REPAIR SUPPLIES 307158 5013655-110419 2244.622011/29/2019 Operating Supplies - General Street Equipment Repair/Mtn
4.93 PLOW EQUIP REPAIR 307159 4013739 2244.622011/29/2019 Operating Supplies - General Street Equipment Repair/Mtn
5.95 PLOW EQUIP REPAIR 307160 4013805 2244.622011/29/2019 Operating Supplies - General Street Equipment Repair/Mtn
274.50 PAVEMENT MAINT TOOLS 307161 1143076 2220.622011/29/2019 Operating Supplies - General Bituminous Surface Maint
9.97 STREETS EQUIP MAINT 307162 7014532 2244.622011/29/2019 Operating Supplies - General Street Equipment Repair/Mtn
75.35 SUPPLIES 307163 6011174 3106.623311/29/2019 Building Repair Supplies Structure Care & Maintenance
70.11 TOOLS 307164 6011181 3104.624011/29/2019 Small Tools Site Amenity Installation
77.80 SUPPLIES-PLAYGROUND 307165 6011211 2801.676011/29/2019 Play Equipment Country Home Park
81.97 CONCRETE 307166 5011373-101519 2801.676011/29/2019 Play Equipment Country Home Park
15.37 SUPPLIES 307167 4011455 3106.623311/29/2019 Building Repair Supplies Structure Care & Maintenance
23.98 TOOLS 307168 3011610 3106.624011/29/2019 Small Tools Structure Care & Maintenance
15.92 SUPPLIES 307169 2011728 3106.622011/29/2019 Operating Supplies - General Structure Care & Maintenance
23.92 LEX/DIFF 307170 2011745 3117.623411/29/2019 Field/Other Equipment Repair Irrigation System Mtn/Install
50.68 SUPPLIES-PLAYGROUND 307171 2011766 3106.622011/29/2019 Operating Supplies - General Structure Care & Maintenance
1.94 SUPPLIES 307172 9012018 3304.623311/29/2019 Building Repair Supplies Bldg/Facilities Maintenance
22.55 BENCH 307173 8030651 3104.625211/29/2019 Parks & Play Area Supplies Site Amenity Installation
44.82 SUPPLIES-PLAYGROUND 307174 8030656 3102.625211/29/2019 Parks & Play Area Supplies Playground Installation
46.93 SUPPLIES 307175 7081886 3201.622211/29/2019 Medical/Rescue/Safety Supplies Administrative/General
6.15 WIRE CONNECTORS 307176 6081999 3216.663011/29/2019 Other Improvements Landscape Mtn-Park sites
25.16 FURNACE FILTERS 307177 5012484 3106.623311/29/2019 Building Repair Supplies Structure Care & Maintenance
9.48 FURNACE FILTERS 307178 2012895 3106.623311/29/2019 Building Repair Supplies Structure Care & Maintenance
181.40 TENNIS BOARDS 307179 1012977 3104.625211/29/2019 Parks & Play Area Supplies Site Amenity Installation
108.52 TENNIS BOARDS 307180 1013025 3104.625211/29/2019 Parks & Play Area Supplies Site Amenity Installation
78.46 TENNIS BOARDS 307181 13133 3104.625211/29/2019 Parks & Play Area Supplies Site Amenity Installation
37.59 ART HOUSE GFI 307182 8013337 3106.623311/29/2019 Building Repair Supplies Structure Care & Maintenance
32.94 TUBE/TOOLS 307183 8013351-110119 3201.622011/29/2019 Operating Supplies - General Administrative/General
15.96 SUPPLIES 307184 5013625 3217.622011/29/2019 Operating Supplies - General Landscape Mtn-Non-park sites
108.40 CMF RETAINING WALL 307185 5013667 3304.623311/29/2019 Building Repair Supplies Bldg/Facilities Maintenance
13.80 SUPPLIES 307186 5013686 3106.622311/29/2019 Building/Cleaning Supplies Structure Care & Maintenance
29.97 HOLIDAY TREE PLATFORM SCREWS 307187 4013763 3217.622011/29/2019 Operating Supplies - General Landscape Mtn-Non-park sites
48.72 TOOL BOX & ORGANIZER #305 307188 3083425 3201.624011/29/2019 Small Tools Administrative/General
43.17 TOOLS 307189 2013976 3128.624011/29/2019 Small Tools Vehicle Maintenance
14.98 HOLZ FARM 307190 2013979 3106.622011/29/2019 Operating Supplies - General Structure Care & Maintenance
227.70 BENCHES 307191 2014030 3103.625211/29/2019 Parks & Play Area Supplies Site Amenity Maintenance
345.51 PICNIC TABLES 307192 2014044 3103.625211/29/2019 Parks & Play Area Supplies Site Amenity Maintenance
19.52 MOONSHINE 307193 1014168 3106.623311/29/2019 Building Repair Supplies Structure Care & Maintenance
9.04 TANKER 307194 1090960 3129.623311/29/2019 Building Repair Supplies Shop Mtn/General Repairs
9.90 SKYHILL 307195 7014596 3106.623311/29/2019 Building Repair Supplies Structure Care & Maintenance
11.88 SKYHILL 307196 7014607-111219 3106.623311/29/2019 Building Repair Supplies Structure Care & Maintenance
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209901 11/29/2019 100627 HOME DEPOT CREDIT SERVICES Continued...
2,346.92
209902 11/29/2019 154764 HOPE ORGANICS
10.00 11/9/19 MARKET SNAP/EBT 307142 110919 3061.6220 PR00311/27/2019 Operating Supplies - General Market Fest
10.00
209903 11/29/2019 154407 HUGUNIN, DEBRA
40.17 EAB COST SHARE 306757 2019 EAB INSECT
INJECT
3209.686011/26/2019 Contributions/Cost Sharing Pay Plant Inspections-Private Prop
40.17
209904 11/29/2019 145490 INSIDE EDGE COMMERCIAL INTERIOR SERVICES
908.22 OFFICE REDESIGN 306758 86118 6603.663011/26/2019 Other Improvements Building Repair & Maint.
908.22
209905 11/29/2019 115233 I-STATE TRUCK CENTER
840.68 UNIT 330 306759 C242622329:01 9001.141511/26/2019 Inventory - Parts General Fund
78.76-UNIT 330 306760 C242622415:01 9001.141511/26/2019 Inventory - Parts General Fund
761.92
209906 11/29/2019 100508 J R'S APPLIANCE DISPOSAL INC
45.00 CMF RECYCLING 306761 99549 2401.653911/26/2019 Waste Removal/Sanitation Servi Gen/Adm-Central Services
45.00
209907 11/29/2019 144674 JACKSON & ASSOCIATES LLC
3,000.00 ROOF REPAIRS 307223 7423-SV 3314.653511/27/2019 Other Contractual Services Central Maintenance
1,125.00 ROOF REPAIR OVER LAB AT NTP 307223 7423-SV 6146.642711/27/2019 Building Operations/Repair-Lab North Plant Building
4,125.00
209908 11/29/2019 104485 JANECKY PLUMBING SERVICE, INC.
1,406.77 SNACK BAR PLUMBING 306762 118864 6830.685511/26/2019 Merchandise for Resale Coffee Bar
878.22 PLUMBING REPAIR 306762 118864 6827.653511/26/2019 Other Contractual Services Building Maintenance
2,284.99
209909 11/29/2019 150893 KLEIN UNDERGROUND LLC
2,256.00 DRIVEWAY INSTILLATION FOR LS 306763 79947 6439.642911/26/2019 Street Repair-Labor Lift Station Maintenanc/Repair
1,122.00 DRIVEWAY INSTILLATION FOR LS 306764 79948 6439.642911/26/2019 Street Repair-Labor Lift Station Maintenanc/Repair
3,378.00
209910 11/29/2019 100644 LANGUAGE LINE SERVICES
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209910 11/29/2019 100644 LANGUAGE LINE SERVICES Continued...
355.09 LANGUAGE LINE-OCT 19 306765 4686590 1104.631011/26/2019 Professional Services-General Patrolling/Traffic
355.09
209911 11/29/2019 100420 LEAGUE OF MINN CITIES INS TRUST
1,110.67 CLAIM GL88978 306766 5357 9591.638611/26/2019 Insurance Deductible Risk Management
1,000.00 CLAIM C25185 306767 5296 9591.638611/26/2019 Insurance Deductible Risk Management
2,110.67
209912 11/29/2019 147898 LITIN
410.93 CONCESSION RESALE 306768 1516525 6609.685511/26/2019 Merchandise for Resale Concession Sales/Vending
410.93
209913 11/29/2019 102253 LOUNSBURY, STEVE
75.00 TRAINING MEALS 306769 110819 1104.647611/26/2019 Conferences/Meetings/Training Patrolling/Traffic
93.00 TRAINING MILEAGE 306769 110819 1104.635311/26/2019 Personal Auto/Parking Patrolling/Traffic
168.00
209914 11/29/2019 102253 LOUNSBURY, STEVE
30.00 TRAINING MEALS 306770 111419 1104.647611/26/2019 Conferences/Meetings/Training Patrolling/Traffic
34.80 TRAINING MILEAGE 306770 111419 1104.635311/26/2019 Personal Auto/Parking Patrolling/Traffic
64.80
209915 11/29/2019 100367 LYN-MAR TYPESETTING PRINTING
175.00 LYN-MAR PRINTING -MEMBER FORMS 306771 41340 6807.637011/26/2019 General Printing and Binding Fitness Center
175.00
209916 11/29/2019 155206 MAJESKI PLUMBING & HEATING INC
6,297.50 JAIL CELL PLUMBING REPAIR 306844 22953 3316.653511/26/2019 Other Contractual Services Police
6,297.50
209917 11/29/2019 100571 MENARDS-APPLE VALLEY
959.00 PICNIC TABLE BOARDS 307143 70480 3103.625211/27/2019 Parks & Play Area Supplies Site Amenity Maintenance
93.16 FISHING PIER 307144 70529 3103.625211/27/2019 Parks & Play Area Supplies Site Amenity Maintenance
1,052.16
209918 11/29/2019 153863 METAL SUPERMARKETS
27.47 TRUCK 2 WAY RADIO CLIPS 306772 1020884 2244.622011/26/2019 Operating Supplies - General Street Equipment Repair/Mtn
104.27 LOADER REPAIR PARTS 306773 1013806 2244.623111/26/2019 Mobile Equipment Repair Parts Street Equipment Repair/Mtn
30.83 PLOW EQUIP PARTS 306774 1013809 2244.623111/26/2019 Mobile Equipment Repair Parts Street Equipment Repair/Mtn
162.57
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209918 11/29/2019 153863 METAL SUPERMARKETS Continued...
209919 11/29/2019 151196 METLIFE
546.00 METLIFE LEGAL PLAN 306775 50692381 9592.203511/26/2019 Ded Payable-Met Law Benefit Accrual
546.00
209920 11/29/2019 100710 METRO COUNCIL ENVIRONMENTAL SVCS
466,215.50 WASTEWATER - DECEMBER SERVICES 306776 0001102496 6201.657511/26/2019 MCES Disposal Charges San Sewer-Administration
466,215.50
209921 11/29/2019 100685 METRO SALES INC (R)
232.22 COPIER USAGE 8/18-11/17/19 306777 INV1472829 9695.621011/26/2019 Office Supplies Dakota Co Drug Task Force
232.22
209922 11/29/2019 141839 MIDWAY FORD
27,622.92 NEW VEHICLE 306778 123947 6501.668011/26/2019 Mobile Equipment G/A - Water Quality
27,622.92
209923 11/29/2019 100034 MIDWEST COCA COLA
697.90 CONCESSION RESALE 306779 3605209023 6609.685511/26/2019 Merchandise for Resale Concession Sales/Vending
375.00-CONCESSION RESALE 306780 3605209024 6609.685511/26/2019 Merchandise for Resale Concession Sales/Vending
322.90
209924 11/29/2019 100133 MIKES SHOE REPAIR
160.00 BOOTS TIM SPERDUTO 307146 11192019 3170.211511/27/2019 Clothing Allowance General AdmIn-Parks
160.00
209925 11/29/2019 102753 MINNCOR INDUSTRIES
60.00 S HORWATH BUSINESS CARDS 306781 SOI-085626 0901.621011/26/2019 Office Supplies Gen & Admin-Communications
60.00 J WHEELER BUS CARDS 306781 SOI-085626 0820.621011/26/2019 Office Supplies General/Admn-Housing
120.00
209926 11/29/2019 100664 MN CHILD SUPPORT
661.05 PAYROLL ENDING 11/23/19 307197 GARNISHMENT
11/23/19
9592.203011/29/2019 Ded Pay - Garnishments Benefit Accrual
354.86 PAYROLL ENDING 11/23/19 307198 GARNISHMENT
11/23/19-1
9592.203011/29/2019 Ded Pay - Garnishments Benefit Accrual
238.57 PAYROLL ENDING 11/23/19 307199 GARNISHMENT
11/23/19-2
9592.203011/29/2019 Ded Pay - Garnishments Benefit Accrual
1,254.48
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209927 11/29/2019 102325 MN DEPT OF TRANSPORTATION Continued...
386.56 MATERIAL TESTING&INSPECTION 306782 P00010907 8350.671311/26/2019 Project - Outside Engineering P 1350 2019 Trail & Parking lo
386.56
209928 11/29/2019 120087 MN ENERGY RESOURCES CORP
117.99-EAGAN OUTLETS PARKWAY 306783 0507382197-0000
1-SEP19
9116.641011/26/2019 Natural Gas Service Cedar Grove Parking Garage
45.00 EAGAN OUTLETS PARKWAY 306784 0507382197-0000
1-OCT19
9116.641011/26/2019 Natural Gas Service Cedar Grove Parking Garage
100.27 EAGAN OUTLETS PARKWAY 306785 0507382197-0000
1-NOV19
9116.641011/26/2019 Natural Gas Service Cedar Grove Parking Garage
338.42 EAGAN OUTLETS COMMONS 306786 0504332209-0000
1-NOV19
9116.641011/26/2019 Natural Gas Service Cedar Grove Parking Garage
365.70
209929 11/29/2019 145322 MRPA/MASS
50.00 MASS MEMBERSHIP 306787 19/20
RIVAMONTE/WAHL
3001.647711/26/2019 Local Meeting Expenses General/Admn-Recreation
50.00
209930 11/29/2019 154620 MSP METALS INC
219.87 DUMPSTER CMF 306788 60304 3304.623311/26/2019 Building Repair Supplies Bldg/Facilities Maintenance
219.87
209931 11/29/2019 100146 MTI DISTR CO
36.68 VALVE REPAIR 306789 1239751-00 6143.623011/26/2019 Repair/Maintenance Supplies-Ge Valve Maintenance/Repair
10.05 PARKS MOWERS 306790 1240032-00 9001.141511/26/2019 Inventory - Parts General Fund
141.86 PARKS MOWER PARTS 306791 1239494-00 9001.141511/26/2019 Inventory - Parts General Fund
188.59
209932 11/29/2019 125742 NATIONAL DRIVE
2.00 PAYROLL ENDING 11/23/19 307200 112319 9592.203711/29/2019 Ded Payable-Teamsters DRIVE Benefit Accrual
2.00
209933 11/29/2019 152115 NC MINERALS LLC
900.00 HYDRANT BLASTING 307222 19976 6144.626011/27/2019 Utility System Parts/Supplies Hydrant Maintenance/Repair
900.00
209934 11/29/2019 102547 NORTHERN SAFETY TECHNOLOGY
592.18 SAFETY LIGHT BARS 306792 48911 6232.623111/26/2019 Mobile Equipment Repair Parts Equipment Maintenance/Repair
592.18
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209934 11/29/2019 102547 NORTHERN SAFETY TECHNOLOGY Continued...
209935 11/29/2019 108599 OFFICE DEPOT, INC.
95.05 OFFICE SUPPLIES 306793 402384927001 1107.621011/26/2019 Office Supplies Support Services
91.37 MISC OFFICE SUPPLIES 306794 402867614001 1221.621011/26/2019 Office Supplies Administration-Fire
23.19 MISC OFFICE SUPPLIES 306795 402868090001 1221.621011/26/2019 Office Supplies Administration-Fire
209.61
209936 11/29/2019 109423 OFFICE TEAM
672.96 OFFICE TEMP HELP-CASEY 306796 54727076 6101.631011/26/2019 Professional Services-General Water -Administration
1,016.00 OFFICE TEMP HELP-GRAHAM 306797 54727094 6101.631011/26/2019 Professional Services-General Water -Administration
1,688.96
209937 11/29/2019 115253 PELLICCI ACE HARDWARE
30.66 CHAIN FOR CLIFF LAKE ACCESS 306798 19218 /E 6501.622011/26/2019 Operating Supplies - General G/A - Water Quality
13.96 UTV 1 - PLOW PIN/HARDWARE 307145 19280 /E 1224.623111/27/2019 Mobile Equipment Repair Parts Engineer
44.62
209938 11/29/2019 138259 QUALITY PROPANE INC
141.66 PROPANE FOR FORKLIFT 306799 I020328 6232.623511/26/2019 Fuel, Lubricants, Additives Equipment Maintenance/Repair
141.66
209939 11/29/2019 143557 RANDSTAD (R)
1,445.90 EVID TECH 11/10-11/16/19 306800 R25981922 9695.656111/26/2019 Temporary Help-Labor/Clerical Dakota Co Drug Task Force
1,445.90
209940 11/29/2019 100169 RATWIK ROSZAK ETAL
480.00 OUTSIDE LEGAL SERVICES 306801 110119 0603.631111/26/2019 Legal Outside Legal Counsel
480.00
209941 11/29/2019 106861 RIHM KENWORTH
194.87 EQUIP REPAIR LABOR 306802 311067AR 3127.642511/26/2019 Mobile Equipment Repair Labor Equipment Maintenance/Repair
194.87
209942 11/29/2019 107954 ROAD EQUIPMENT PARTS CENTER
349.12 RO 1421 306803 624317 9001.141511/26/2019 Inventory - Parts General Fund
349.12
209943 11/29/2019 101728 ROBOHM, RICHARD D.
49.85 CLOTHING ALLOW RICK ROBOHM 306804 111919 2201.211511/26/2019 Clothing Allowance Gen/Adm-Streets
49.85
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209943 11/29/2019 101728 ROBOHM, RICHARD D.Continued...
209944 11/29/2019 103065 ROTARY CLUB OF EAGAN
144.00 ROTARY DUES - OSBERG 307148 2016-2283 0201.647711/27/2019 Local Meeting Expenses General & Admn-Admn
144.00
209945 11/29/2019 155227 SALAVAR, FRANCISCO
80.25 13252-OVRPMNT 2036 ZIRCON LN 306805 110619 9220.225011/26/2019 Escrow Deposits Public Utilities
80.25
209946 11/29/2019 146244 SANNES, JOSH
30.00 TRAINING MEALS 306806 110719 1104.647611/26/2019 Conferences/Meetings/Training Patrolling/Traffic
30.00
209947 11/29/2019 155229 SCHEPERS, PETER
31.40 13252-OVRPMNT 4559 HORIZON CIR 306807 110619 9220.225011/26/2019 Escrow Deposits Public Utilities
31.40
209948 11/29/2019 150474 SCHWARTZ FARM
27.00 11/9/19 MARKET SNAP/EBT 307152 110919 3061.6220 PR00311/27/2019 Operating Supplies - General Market Fest
1.00 11/23/19 MARKET SNAP/EBT 307153 112319 3061.6220 PR00311/27/2019 Operating Supplies - General Market Fest
4.00 11/23/19 MARKET MARKETBUCKS 307153 112319 3061.6220 PR00411/27/2019 Operating Supplies - General Market Fest
32.00
209949 11/29/2019 153568 SCOTT'S BEES AND HONEY
30.00 11/9/19 MARKET SNAP/EBT 307150 110919 3061.6220 PR00311/27/2019 Operating Supplies - General Market Fest
20.00 11/9/19 MARKET MARKETBUCKS 307150 110919 3061.6220 PR00411/27/2019 Operating Supplies - General Market Fest
9.00 11/23/19 MARKET SNAP/EBT 307151 112319 3061.6220 PR00311/27/2019 Operating Supplies - General Market Fest
59.00
209950 11/29/2019 102772 SECURITY CONTROL SYSTEMS, INC.
64.13 MONITORING FEES 11/26-2/25/20 306808 44951 6713.642711/26/2019 Building Operations/Repair-Lab Concessions
64.13
209951 11/29/2019 100187 SEH
1,745.67 PROFESSIONAL SVCS ENGINEERING 306809 377076 8351.671211/26/2019 Project - Engineering P 1351 2019 Streetl ight impro
17,279.31 DESIGN & BIDDING THRU 10/31/19 306810 377075 6238.6713 P129811/26/2019 Project - Outside Engineering Sewer Main Maintenance
19,024.98
209952 11/29/2019 155304 SHARROW LIFTING PRODUCTS
105.68 SAFETY HARNESS ANNUAL INSP 306811 133980 2272.622211/26/2019 Medical/Rescue/Safety Supplies Tree Trimming
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209952 11/29/2019 155304 SHARROW LIFTING PRODUCTS Continued...
105.68
209953 11/29/2019 155275 SHEEPDOG GUARDIAN CONSULTING
45.00 TRAINING FEES 306812 1032 1104.647611/26/2019 Conferences/Meetings/Training Patrolling/Traffic
45.00
209954 11/29/2019 100191 SHERWIN WILLIAMS
71.92 MOONSHINE PAINT 306813 5047-1 3106.622011/26/2019 Operating Supplies - General Structure Care & Maintenance
71.92
209955 11/29/2019 155230 SMITH, LAUREN
21.43 13252-OVRPMNT 612 AUTUMN OAKS 306814 110619 9220.225011/26/2019 Escrow Deposits Public Utilities
21.43
209956 11/29/2019 109851 SOFTWARE HOUSE INTERNATIONAL INC.
396.00 VISIO LICENSING 306815 B10888912 0301.627011/26/2019 Computer Software IT-Gen & Admn
396.00
209957 11/29/2019 118139 SOUTH METRO RENTAL INC.
1,701.00 MINI EXCAVATOR RENTAL 306816 101357 6439.645711/26/2019 Machinery & Equipment-Rental Lift Station Maintenanc/Repair
1,701.00
209958 11/29/2019 155345 SPERDUTO, TIM
180.18 UNIFORM TIM SPERDUTO 307147 111719 3170.211511/27/2019 Clothing Allowance General AdmIn-Parks
180.18
209959 11/29/2019 114471 SPRINT
28.25 POLICE STREET POST 306818 204988812-144 1104.634911/26/2019 Teleprocessing Equipment Patrolling/Traffic
28.25
209960 11/29/2019 122954 SPRINT
150.00 CELL TOWER SEARCH 306817 LCI-326618 1105.652011/26/2019 Major Investigation Expenses Investigation/Crime Prevention
150.00
209961 11/29/2019 155232 STANGU, VIRGIL
39.36 13252-OVRPMNT 2082 KINGS RD 306819 110619 9220.225011/26/2019 Escrow Deposits Public Utilities
39.36
209962 11/29/2019 100204 STREICHERS INC.
14,506.70 AMMO-PD 306820 11398570 1104.622811/26/2019 Ammunition Patrolling/Traffic
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209962 11/29/2019 100204 STREICHERS INC.Continued...
3,538.20 AMMO-PD 307149 11398706 1104.622811/27/2019 Ammunition Patrolling/Traffic
18,044.90
209963 11/29/2019 155234 SWEENEY, RUSSELL
31.09 13252-OVRPMNT 2258 WOODHILL CT 306821 110619 9220.225011/26/2019 Escrow Deposits Public Utilities
31.09
209964 11/29/2019 151851 SYSCO-MINNESOTA INC
14.21-SYSCO COFFEE RESALE 306822 247780663 6830.685511/26/2019 Merchandise for Resale Coffee Bar
254.24 SYSCO BIRTHDAY CUPS 306823 247777742 6805.622011/26/2019 Operating Supplies - General Birthday Parties
21.68 COFFEE SYSCO RESALE 306823 247777742 6830.685511/26/2019 Merchandise for Resale Coffee Bar
279.84 FOOD AND BEVERAGE RESALE SYSCO 306823 247777742 6831.685511/26/2019 Merchandise for Resale Food and Beverage
541.55
209965 11/29/2019 134135 THOMSON REUTERS
308.90 CLEAR MONTHLY-OCT 2019 306824 841225655 1105.645711/26/2019 Machinery & Equipment-Rental Investigation/Crime Prevention
308.90
209966 11/29/2019 107864 TILLEY, MEG
546.60 DELTA - NLC CONF - TILLEY 306825 112019 0101.647611/26/2019 Conferences/Meetings/Training Legislative/Policy Development
546.60
209967 11/29/2019 138485 TOWMASTER
1,696.00 PLOW EDGES 306826 421427 2244.623111/26/2019 Mobile Equipment Repair Parts Street Equipment Repair/Mtn
1,696.00
209968 11/29/2019 115307 ULINE (R)
581.89 GLOVES BAGS JARS PAPER NOTES 306827 113284732 9695.622011/26/2019 Operating Supplies - General Dakota Co Drug Task Force
581.89
209969 11/29/2019 130681 UNITED RENTALS
125.00 CMF FLOOR DRAIN CUTTING 306828 173746481-001 3129.645711/26/2019 Machinery & Equipment-Rental Shop Mtn/General Repairs
619.00 NORTHVIEW ASPHALT CUTTING 306829 175426842-001 3125.645711/26/2019 Machinery & Equipment-Rental Trail/Walkway/Lot Maintenance
744.00
209970 11/29/2019 100236 VAN PAPER
462.01 CLEANING SUPPLIES 306830 521046-00 3106.622311/26/2019 Building/Cleaning Supplies Structure Care & Maintenance
462.01
209971 11/29/2019 100912 VERIZON WIRELESS, BELLEVUE
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209971 11/29/2019 100912 VERIZON WIRELESS, BELLEVUE Continued...
42.88 CELL PHONES 306831 9841490388 1001.635511/26/2019 Cellular Telephone Service General/Admn-Human Resources
85.74 CELL PHONES 306831 9841490388 0201.635511/26/2019 Cellular Telephone Service General & Admn-Admn
206.48 CELL PHONES 306831 9841490388 0301.635511/26/2019 Cellular Telephone Service IT-Gen & Admn
52.87 CELL PHONES 306831 9841490388 0501.635511/26/2019 Cellular Telephone Service General & Admn-Finance
214.35 CELL PHONES 306831 9841490388 0720.635511/26/2019 Cellular Telephone Service General Admin-Planning & Zonin
368.73 CELL PHONES 306831 9841490388 0805.635511/26/2019 Cellular Telephone Service Construction Insp-Field
138.61 CELL PHONES 306831 9841490388 0901.635511/26/2019 Cellular Telephone Service Gen & Admin-Communications
6,093.17 CELL PHONES 306831 9841490388 1108.635511/26/2019 Cellular Telephone Service Communications
414.33 CELL PHONES 306831 9841490388 2010.635511/26/2019 Cellular Telephone Service General Engineering
234.35 CELL PHONES 306831 9841490388 2201.635511/26/2019 Cellular Telephone Service Gen/Adm-Streets
7.94 CELL PHONES 306831 9841490388 2401.635511/26/2019 Cellular Telephone Service Gen/Adm-Central Services
956.41 CELL PHONES 306831 9841490388 3001.635511/26/2019 Cellular Telephone Service General/Admn-Recreation
334.57 CELL PHONES 306831 9841490388 3170.635511/26/2019 Cellular Telephone Service General AdmIn-Parks
54.53 CELL PHONES 306831 9841490388 3170.635511/26/2019 Cellular Telephone Service General AdmIn-Parks
128.61 CELL PHONES 306831 9841490388 3201.635511/26/2019 Cellular Telephone Service Administrative/General
25.77 CELL PHONES 306831 9841490388 3106.634711/26/2019 Telephone Service & Line Charg Structure Care & Maintenance
70.14 CELL PHONES 306831 9841490388 3301.635511/26/2019 Cellular Telephone Service General Management
285.83 CELL PHONES 306831 9841490388 1221.635511/26/2019 Cellular Telephone Service Administration-Fire
42.87 CELL PHONES 306831 9841490388 3071.622711/26/2019 Recreation Equipment/Supplies MN State Arts Board
181.48 CELL PHONES 306831 9841490388 9701.635511/26/2019 Cellular Telephone Service PEG-eligible
308.90 CELL PHONES 306831 9841490388 6101.635511/26/2019 Cellular Telephone Service Water -Administration
300.09 CELL PHONES 306831 9841490388 6128.635511/26/2019 Cellular Telephone Service CMMS - Utilities
42.87 CELL PHONES 306831 9841490388 6136.635511/26/2019 Cellular Telephone Service GIS - Utilities
243.16 CELL PHONES 306831 9841490388 6201.635511/26/2019 Cellular Telephone Service San Sewer-Administration
180.28 CELL PHONES 306831 9841490388 6501.635511/26/2019 Cellular Telephone Service G/A - Water Quality
128.61 CELL PHONES 306831 9841490388 6228.635511/26/2019 Cellular Telephone Service CMMS - Utilities
128.61 CELL PHONES 306831 9841490388 6601.635511/26/2019 Cellular Telephone Service General/Administrative-Arena
42.87 CELL PHONES 306831 9841490388 6716.635511/26/2019 Cellular Telephone Service General Administration
42.87 CELL PHONES 306831 9841490388 6801.635511/26/2019 Cellular Telephone Service General & Administrative
52.87 CELL PHONES 306831 9841490388 9225.635511/26/2019 Cellular Telephone Service Fiber Infrastructure Fund
11,410.79
209972 11/29/2019 155235 VOGT, WILLIAM
85.69 13252-OVRPMNT 3864 PALISADE WA 306832 110619 9220.225011/26/2019 Escrow Deposits Public Utilities
85.69
209973 11/29/2019 100706 WAL MART
18.07 SUPPLIES 307202 004591 3057.622711/29/2019 Recreation Equipment/Supplies Preschool Programs
7.94 SUPPLIES 307203 004344-101619 1104.622011/29/2019 Operating Supplies - General Patrolling/Traffic
34.28 CANDY 307204 006254 1104.622011/29/2019 Operating Supplies - General Patrolling/Traffic
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209973 11/29/2019 100706 WAL MART Continued...
48.64 SUPPLIES 307205 001660 3057.622711/29/2019 Recreation Equipment/Supplies Preschool Programs
9.97 SUPPLIES 307206 007600 1104.622611/29/2019 Public Safety Supplies Patrolling/Traffic
8.66 SUPPLIES 307207 002738 1104.622611/29/2019 Public Safety Supplies Patrolling/Traffic
127.56
209974 11/29/2019 119144 WASTE MANAGEMENT-SAVAGE (R)
608.80 NOV 2019 WASTE MANAGEMENT 306833 8174603-2282-6 9695.653911/26/2019 Waste Removal/Sanitation Servi Dakota Co Drug Task Force
608.80
209975 11/29/2019 102663 WAYTEK, INC.
290.97 UNIT 1203, 1204, 1215 306834 2909390 9346.668011/26/2019 Mobile Equipment Fire Apparatus Revolving
290.97
209976 11/29/2019 141852 WENCK ASSOCIATES INC.
792.00 ENGINEERING SERVICES 306835 11907404 6542.6712 P123911/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
2,880.92 ENGINEERING SERVICES 306836 11907551 6542.6712 P132311/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
1,074.00 ENGINEERING SERVICES 306837 11907405 6542.6712 P123811/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
27,637.10 ENGINEERING SERVICES 306838 11907552 6542.6712 P132411/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
15,389.70 ENGINEERING SERVICES 306839 11907788 6542.6712 P132611/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
78.22 ENGINEERING SERVICES 306840 11908024 6542.6712 P132911/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
1,525.35 ENGINEERING SERVICES 306840 11908024 6542.6712 P133311/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
34.68 ENGINEERING SERVICES 306840 11908024 6542.6712 P133511/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
30.02 ENGINEERING SERVICES 306840 11908024 6542.6712 P133211/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
1,760.00 ENGINEERING SERVICES 306840 11908024 6542.6712 P129611/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
419.79 ENGINEERING SERVICES 306840 11908024 6542.6712 P138811/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
419.78 ENGINEERING SERVICES 306840 11908024 6542.6712 P138911/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
419.79 ENGINEERING SERVICES 306840 11908024 6542.6712 P139011/26/2019 Project - Engineering Capital Proj-WQ dedictn-cr1127
2,591.36 NATURE TRAIL CIP 306841 11907779 2852.675211/26/2019 Engineering (Field Services)General Park Site Improvmts
55,052.71
209977 11/29/2019 113476 WISCONSIN SUPPORT COLLECTIONS TRUST FUND
363.81 PAYROLL ENDING 11/23/19 307201 GARNISHMENT
11/23/19
9592.203011/29/2019 Ded Pay - Garnishments Benefit Accrual
363.81
209978 11/29/2019 101755 XCEL ENERGY
144.66 WELL HOUSE #22 306842 51-0011688001-1
-111819
6148.640911/26/2019 Electricity-Wells/Booster Stat North Well Field
144.66
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209979 11/29/2019 155237 ZACHMAN, MELISSA Continued...
51.07 13252-OVRPMNT 1946 BERKSHIRE D 306843 110619 9220.225011/26/2019 Escrow Deposits Public Utilities
51.07
209980 11/29/2019 151094 ZUMWALT, JASON
145.00 CLOTHING ALLOWANCE - ZUMWALT 307224 110819 6201.211511/27/2019 Clothing Allowance San Sewer-Administration
145.00
20190200 11/29/2019 100249 FIT
134,165.14 PAYROLL ENDING 11/23/19 307218 112919 9880.201111/29/2019 Ded Payable - FIT Payroll
134,165.14
20190202 11/29/2019 100250 COMMISIONER OF REVENUE-PAYROLL
38,363.08 PAYROLL ENDING 11/23/19 307219 112919 9880.201211/29/2019 Ded Payable - SIT Payroll
38,363.08
20190203 11/29/2019 100252 FICA
33,635.52 PAYROLL ENDING 11/23/19 307220 112919 9880.201411/29/2019 Ded Payable - FICA Payroll
33,635.52
20190204 11/29/2019 100253 MEDICARE
13,421.47 PAYROLL ENDING 11/23/19 307221 112919 9880.201511/29/2019 Ded Payable - Medicare Payroll
13,421.47
20190332 11/29/2019 100693 EAGAN PAYROLL ACCT
711,955.83 PAYROLL ENDING 11/23/19 307217 112819 9001.111511/29/2019 Claim on Cash General Fund
10,796.81 PAYROLL ENDING 11/23/19 307217 112819 9197.111511/29/2019 Claim on Cash ETV
71,716.26 PAYROLL ENDING 11/23/19 307217 112819 9220.111511/29/2019 Claim on Cash Public Utilities
20,083.46 PAYROLL ENDING 11/23/19 307217 112819 9221.111511/29/2019 Claim on Cash Civic Arena
772.24 PAYROLL ENDING 11/23/19 307217 112819 9222.111511/29/2019 Claim on Cash Cascade Bay
38,207.57 PAYROLL ENDING 11/23/19 307217 112819 9223.111511/29/2019 Claim on Cash Central Park/Community Center
4,111.06 PAYROLL ENDING 11/23/19 307217 112819 9225.111511/29/2019 Claim on Cash Fiber Infrastructure Fund
105,249.16 PAYROLL ENDING 11/23/19 307217 112819 9592.111511/29/2019 Claim on Cash Benefit Accrual
47,056.99 PAYROLL ENDING 11/23/19 307217 112819 9592.614411/29/2019 FICA Benefit Accrual
1,009,949.38
20192018 11/29/2019 100279 US BANK NA-DEBT SERVICE WIRE
1,181.25 2012B 12/1 PMT 307208 112719 9477.649111/29/2019 Bond Payment - Interest 2012B Equipment Cert-DS
1,181.25
20192523 11/29/2019 115374 MN STATE RETIREMENT SYSTEM-HCSP
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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20192523 11/29/2019 115374 MN STATE RETIREMENT SYSTEM-HCSP Continued...
27,213.81 EMPLOYEE CONTRIBUTIONS 307209 112919 9592.203411/29/2019 Ded Payable-HCSP Benefit Accrual
27,213.81
20193223 11/29/2019 138969 MN STATE RETIREMENT SYSTEM-MNDCP
11,747.55 EMPLOYEE CONTRIBUTIONS 307210 112919 9592.203211/29/2019 Ded Pay - Great West Def Comp Benefit Accrual
11,747.55
20193563 11/29/2019 121803 US BANK - AUTOPAY
37.23 KOWALSKISNACKS OFFICER RETREAT 306845 8676 060275
10/8
1221.647611/29/2019 Conferences/Meetings/Training Administration-Fire
86.23 PIERB-FOOD FOR 4 CHIEFS CONF 306846 8676 089661
10/18
1223.647611/29/2019 Conferences/Meetings/Training Training Fire & EMS
5.00 DECC-PARKING- CHIEF CONFERENCE 306847 8676 006728
10/18
1223.635311/29/2019 Personal Auto/Parking Training Fire & EMS
997.84 PIER B-CHIEFS CONF HOTELS 306848 8676 074947
10/19
1223.647611/29/2019 Conferences/Meetings/Training Training Fire & EMS
12.14 RICKYS-E METRO FIRE MARSHAL 306849 2406 081945
10/14
1228.647511/29/2019 Miscellaneous Inspection and Prevention
74.64 HOME DEPOT-COMM. VEHICLE 306850 2406 092449
10/31
1224.623111/29/2019 Mobile Equipment Repair Parts Engineer
83.97 VISTAPRINT-MECHANICS 306851 7643 006412
10/16
2401.621011/29/2019 Office Supplies Gen/Adm-Central Services
120.00 UOFM ERSN CONTRL RECERT- STRID 306852 6280 042764
10/8
2010.647611/29/2019 Conferences/Meetings/Training General Engineering
459.12 TRIPLE CROWN SAFETY JACKETS 306853 6280 058782
10/16
2010.622411/29/2019 Clothing/Personal Equipment General Engineering
193.34 TRIPLE CROWN SAFETY JACKETS 306853 6280 058782
10/16
2201.211511/29/2019 Clothing Allowance Gen/Adm-Streets
257.78 TRIPLE CROWN SAFETY JACKETS 306853 6280 058782
10/16
3170.211511/29/2019 Clothing Allowance General AdmIn-Parks
136.89 TRIPLE CROWN SAFETY JACKETS 306853 6280 058782
10/16
3201.211511/29/2019 Clothing Allowance Administrative/General
72.45 TRIPLE CROWN SAFETY JACKETS 306853 6280 058782
10/16
3201.622411/29/2019 Clothing/Personal Equipment Administrative/General
201.32 TRIPLE CROWN SAFETY JACKETS 306853 6280 058782
10/16
6101.211511/29/2019 Clothing Allowance Water -Administration
405.00 UOFM APWA FALL CONF PLATH 306854 6280 079799
10/22
2201.647611/29/2019 Conferences/Meetings/Training Gen/Adm-Streets
23.39 FUJI TZD CONF DINNER PLATH 306855 6280 093159
10/23
2201.647611/29/2019 Conferences/Meetings/Training Gen/Adm-Streets
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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20193563 11/29/2019 121803 US BANK - AUTOPAY Continued...
5.00 ST CLOUD PKG TZD CONF PKG 306856 6280 043862
10/23
2010.647611/29/2019 Conferences/Meetings/Training General Engineering
8.46 MCDONALDS TZD CONF LUNCH PLATH 306857 6280 025663
10/24
2010.647611/29/2019 Conferences/Meetings/Training General Engineering
10.70 AMAZON OBD SPLTR AVL 306858 6280 069201
10/24
2240.623111/29/2019 Mobile Equipment Repair Parts Street Plowing/Sanding
1,600.00 UOFM CEAM CONF REG X4 306859 6280 028435
10/29
2010.647611/29/2019 Conferences/Meetings/Training General Engineering
32.10 AMAZON OBD SPLTRS AVL 306860 6280 073602
11/3
2240.623111/29/2019 Mobile Equipment Repair Parts Street Plowing/Sanding
28.29 GERTANS - SUPER SAT - CA 306861 7470 095629
10/10
6801.635711/29/2019 Advertising/Publication General & Administrative
95.19 WALMART - CAMP CA 306862 7470 099767
10/15
6810.622011/29/2019 Operating Supplies - General Gymnasium
48.31 CUB - CAMP - CA 306863 7470 028780
10/15
6810.622011/29/2019 Operating Supplies - General Gymnasium
25.81 CUB - BLAST PARTY - CA 306863 7470 028780
10/15
6805.622011/29/2019 Operating Supplies - General Birthday Parties
18.00 CUB - CAMP - CA 306864 7470 057336
10/16
6810.622011/29/2019 Operating Supplies - General Gymnasium
19.48 CUB - C AMP, CA 306865 7470 068249
10/16
6810.622011/29/2019 Operating Supplies - General Gymnasium
24.01-GUITAR CENTER - CA - MIC 306866 7470 10/10 6801.622011/29/2019 Operating Supplies - General General & Administrative
59.00 MRPA.WORKSHOP 306867 3897 078461
10/17
6826.647611/29/2019 Conferences/Meetings/Training School/Training/In service
10.00 MRPA.WORKSHOP 306868 3897 064000
10/22
6826.647611/29/2019 Conferences/Meetings/Training School/Training/In service
19.99 AMAZON - SUPPLIES - CA 306869 7470 000776
10/30
6801.622011/29/2019 Operating Supplies - General General & Administrative
84.92 AMAZON - CAMP - CA 306870 7470 079810
10/10
6810.622011/29/2019 Operating Supplies - General Gymnasium
171.41 GOT PRINT - BLAST - CA 306871 7470 093167
10/26
6801.621111/29/2019 Office Printed Material/Forms General & Administrative
5.00 PARKING MSFCA 306872 2281 046688
10/16
1223.635311/29/2019 Personal Auto/Parking Training Fire & EMS
5.00 PARKING MSFCA 306873 2281 092760
10/18
1223.635311/29/2019 Personal Auto/Parking Training Fire & EMS
58.90 PIER B-MSFCA BREAK X 4 306874 2281 074862
10/17
1223.647611/29/2019 Conferences/Meetings/Training Training Fire & EMS
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20193563 11/29/2019 121803 US BANK - AUTOPAY Continued...
17.25 JENSENS CAFE-EMSRB BV EAG 306875 2281 010661
10/28
1221.647711/29/2019 Local Meeting Expenses Administration-Fire
128.54 BEST BUY-TV ANNT WORKOUT 306876 2281 001655
10/31
1221.666011/29/2019 Office Furnishings & Equipment Administration-Fire
70.66 HD-REF FILTER AND HEATER FSC 306877 2281 062711
10/31
1221.622011/29/2019 Operating Supplies - General Administration-Fire
52.31 LITTLEANGIES-MSFCA LUNCH X 3 306878 2281 016432
10/16
1223.647611/29/2019 Conferences/Meetings/Training Training Fire & EMS
58.87 SPEEDWAY-FUEL SQAUD MSFCA 306879 2281 087081
10/16
1224.623511/29/2019 Fuel, Lubricants, Additives Engineer
860.00 PUFFYMATTRESBED DORM 7 FSC NEW 306880 2281 005766
10/31
1221.666011/29/2019 Office Furnishings & Equipment Administration-Fire
144.57 BYERLY'S-DINNER OFFICER 306881 2281 024225
10/7
1221.647611/29/2019 Conferences/Meetings/Training Administration-Fire
4.82 DOLLAR TREE-SUPPLIES 306882 5412 059829
10/10
3027.622711/29/2019 Recreation Equipment/Supplies Holz Farm
37.00 SURVEY MONKEY-MONTHLY FEE 306883 5412 066660
10/20
3001.647511/29/2019 Miscellaneous General/Admn-Recreation
89.00 VOLGISTICS MONTHLY BILLING 306884 5412 008692
10/21
3001.647511/29/2019 Miscellaneous General/Admn-Recreation
46.25 LITTLE FREE LIBRARY-BRIDLE RID 306885 5412 095580
10/31
2852.676211/29/2019 Special Features/Furnishings General Park Site Improvmts
94.81 DUNN BROTHERS-FOF ANNUAL MEETI 306886 5412 099983
11/2
3027.622711/29/2019 Recreation Equipment/Supplies Holz Farm
210.40 AMAZON - PRINTER SUPPLIES 306887 8676 016323
10/20
3001.621011/29/2019 Office Supplies General/Admn-Recreation
39.99 NOUNPROJECT-ICON SVC.306888 9854 044751
10/13
0901.627011/29/2019 Computer Software Gen & Admin-Communications
375.00 MAGC FALL CONF. X3 MEMBERS 306889 9854 060833
10/17
0901.647611/29/2019 Conferences/Meetings/Training Gen & Admin-Communications
10.83 AMAZON-BATTERIES 306890 5882 024595
10/23
9701.622011/29/2019 Operating Supplies - General PEG-eligible
64.00 ORBITAL SHIFT SCHED. SOFTWARE 306891 5882 041124
10/29
9701.631011/29/2019 Professional Services-General PEG-eligible
29.00 ENVATO VIDEO TEMPLATES MONTHLY 306892 1527 012672
11/5
9701.631011/29/2019 Professional Services-General PEG-eligible
11.95 AMAZON-CARD HOLDER 306893 5882 011419
10/8
9701.621011/29/2019 Office Supplies PEG-eligible
16.47 B&H-CAMERA COLD SHOE MOUNT 306894 5882 074549 9701.622011/29/2019 Operating Supplies - General PEG-eligible
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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20193563 11/29/2019 121803 US BANK - AUTOPAY Continued...
10/8
4.72 ORBITAL SHIFT SCHED. SOFTWARE 306895 5882 068027
10/11
9701.631011/29/2019 Professional Services-General PEG-eligible
59.99 BEST BUY-GO PRO BATTERY 306896 5882 008245
10/15
9701.622011/29/2019 Operating Supplies - General PEG-eligible
11.91 AMERICAN AIR-PLANE SEAT FEE 306897 4683 068268
10/24
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
30.00 AMERICAN AIR-PLANE BAGGAGE FEE 306898 4683 001064
10/24
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
53.28 FIREHOUSE SUBLUNCH 4X OFFICERS 306899 4683 077375
10/25
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
93.05 SWEETWATER -DINNER 4X OFFICERS 306900 4683 066195
10/25
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
68.75 SAVORLUNCH 3X OFFICERS AT IACP 306901 4683 083339
10/27
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
19.75 SAVOR-LUNCH AT IACP 306902 4683 052034
10/28
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
11.91 AMER AIR- SEAT FEE RETURNING 306903 4683 055355
10/28
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
30.00 AMERAIR-BAGGAGE FEE RETURNING 306904 4683 093297
10/28
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
55.72 EGGYS-BREAKFAST 3X OFFICERS 306905 4683 021277
10/29
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
1,197.52 RADISSON-HOTEL IACP 306906 4683 003115
10/29
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
300.00 MNAWWA POD TRAINING 306907 7932 069844
10/9
6103.647611/29/2019 Conferences/Meetings/Training Training & Education
39.97 HOME DEPOT CH STORM 306908 7932 094037
10/16
6439.624011/29/2019 Small Tools Lift Station Maintenanc/Repair
289.93 NORTHERN RATCHETS FOR HYD 306909 7932 011594
10/16
6168.624011/29/2019 Small Tools Hydrant Inspection/Operation
44.00-HOME DEPOT CREDIT TOOL RENTAL 306910 7932 10/17 6439.645711/29/2019 Machinery & Equipment-Rental Lift Station Maintenanc/Repair
84.96 SIERRA PANTS FOR DWAYNE 306911 7932 037519
10/25
6201.211511/29/2019 Clothing Allowance San Sewer-Administration
419.90 THE BOOT SHACK BRENT CLOTHING 306912 7932 041111
11/1
6201.211511/29/2019 Clothing Allowance San Sewer-Administration
100.00 HOME DEPOT TOOL RENTAL 306913 7932 080027
10/17
6439.645711/29/2019 Machinery & Equipment-Rental Lift Station Maintenanc/Repair
48.50 TREECARE-REFERENCE MATERIAL 306914 7199 029709 3201.621511/29/2019 Reference Materials Administrative/General
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20193563 11/29/2019 121803 US BANK - AUTOPAY Continued...
10/28
182.49 TREECARE-REFERENCE MATERIAL 306915 7199 095261
10/16
3201.621511/29/2019 Reference Materials Administrative/General
40.00 UMN EXTENSION RECERT 306916 2511 012267
10/22
3170.648011/29/2019 Licenses, Permits and Taxes General AdmIn-Parks
13.99 HYVEE-BAGELS FOR FF INTERVIEWS 306917 3993 096556
10/14
1221.647511/29/2019 Miscellaneous Administration-Fire
19.23 KOWALSKI'S MARKET 306918 3993 070931
10/15
1221.647511/29/2019 Miscellaneous Administration-Fire
104.84 DAVANNIS 306919 3993 010578
10/15
1221.647511/29/2019 Miscellaneous Administration-Fire
252.45 PIER B REOSRT 306920 3993 050801
10/16
1223.647611/29/2019 Conferences/Meetings/Training Training Fire & EMS
252.45 PIER B RESORT 306921 3993 061890
10/16
1223.647611/29/2019 Conferences/Meetings/Training Training Fire & EMS
253.45 PIER B RESORT 306922 3993 079629
10/17
1223.647611/29/2019 Conferences/Meetings/Training Training Fire & EMS
254.45 PIER B RESORT 306923 3993 086903
10/18
1223.647611/29/2019 Conferences/Meetings/Training Training Fire & EMS
511.90 PIER B RESORT 306924 3993 007149
10/19
1223.647611/29/2019 Conferences/Meetings/Training Training Fire & EMS
253.45 PIER B RESORT 306925 3993 047617
10/19
1223.647611/29/2019 Conferences/Meetings/Training Training Fire & EMS
288.16 PIER B RESORT 306926 3993 064022
10/18
1223.647611/29/2019 Conferences/Meetings/Training Training Fire & EMS
52.87 HD-MISC REPAIR SUPPLIES 306927 7344 070017
10/27
1225.623411/29/2019 Field/Other Equipment Repair Fire / EMS Equipment
20.71 CUB APPLES 306928 7790 050213
10/9
3057.622711/29/2019 Recreation Equipment/Supplies Preschool Programs
32.08 GUITAR CENTER MF SOUND 306929 1171 040422
10/4
3061.622711/29/2019 Recreation Equipment/Supplies Market Fest
100.00 FLAG FOOTBALL AWARD BWW CARD 306930 4239 067682
10/30
3052.622711/29/2019 Recreation Equipment/Supplies Football
4.27 AMAZON-APP PD GARAGE MONITOR 306931 0088 032211
10/16
0301.627011/29/2019 Computer Software IT-Gen & Admn
19.95 PAYFLOW-CC CHARGES 306932 0088 035459
11/4
0301.656911/29/2019 Maintenance Contracts IT-Gen & Admn
166.97 BEST BUY-HARD DRIVES 306933 4934 082404
10/14
1105.621211/29/2019 Office Small Equipment Investigation/Crime Prevention
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20193563 11/29/2019 121803 US BANK - AUTOPAY Continued...
75.00 BCA TRAINING 306934 4934 048213
10/30
1105.647611/29/2019 Conferences/Meetings/Training Investigation/Crime Prevention
20.46 WALMART TRAINING SUPPLIES 306935 7519 076799
10/13
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
244.00 CARBONES 34 TRAINING LUNCHES 306936 7519 051918
10/15
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
290.00 CARBONES 43 TRAINING LUNCHES 306937 7519 054040
10/29
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
198.68 MENARDS-RANGE SUPPLIES 306938 4868 079501
10/14
1104.622811/29/2019 Ammunition Patrolling/Traffic
70.99 WIRELESSSENSOR-TEMP GAUGE 306939 0088 076153
10/11
0301.666011/29/2019 Office Furnishings & Equipment IT-Gen & Admn
173.54 SNAP ON-RANGE TOOLS 306940 4868 061179
10/15
1104.622811/29/2019 Ammunition Patrolling/Traffic
128.55 ALDRICH GUNS-OFFICER GUN 306941 4868 087360
10/21
1104.622411/29/2019 Clothing/Personal Equipment Patrolling/Traffic
162.14 TEXAS ROADHOSE-TZD-5 306942 4868 009233
10/23
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
62.47 HOUSE OF PIZZA-TZD-5 306943 4868 031598
10/23
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
167.57 FUJI STEAKHOUSE-TZD-5-DINNER 306944 4868 060918
10/23
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
25.59 CHIPOLTE-TZD-2-LUNCH 306945 4868 075733
10/24
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
51.05 WAFFLES INC-TZD-5-BREAKFAST 306946 4868 011102
10/24
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
75.00 BCA TRAINING 306947 4868 084468
10/30
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
70.00 USPCA-K9 TRNG 306948 4884 006925
10/29
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
10.00 U OF M PARKING 306949 4884 075868
11/1
1104.635311/29/2019 Personal Auto/Parking Patrolling/Traffic
95.50 EXPEDIA-HOTEL-3 E TRAINING 306950 4959 047075
10/7
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
12.96 SAM'S SNACK FOR MONDAY MOVIE 306951 0751 061382
10/7
3078.622711/29/2019 Recreation Equipment/Supplies Senior Citizens
177.00 NOTHIN BUT BUNDT HIGH TEA 306952 0751 081968
10/14
3078.622711/29/2019 Recreation Equipment/Supplies Senior Citizens
944.62 LOWELL INN FALL STILLWATER TRI 306953 0751 030798 3078.622711/29/2019 Recreation Equipment/Supplies Senior Citizens
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20193563 11/29/2019 121803 US BANK - AUTOPAY Continued...
10/15
766.16 KRG CATERING HIGH TEA EVENT 306954 0751 093405
10/23
3078.622711/29/2019 Recreation Equipment/Supplies Senior Citizens
765.61 NORTHFIELD LINE FALL TRIP STIL 306955 0751 011394
10/23
3078.655011/29/2019 Transportation Services Senior Citizens
29.97 COSTCO COOKIES HIGH TEA EVENT 306956 0751 094909
10/28
3078.622711/29/2019 Recreation Equipment/Supplies Senior Citizens
30.00 AM AIRLINES-BAGGAGE FEE-IACP 306957 2642 002313
10/24
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
75.00 ODYSSEYGROUPUOFMRECRUITMENT 306958 0977 094255
10/21
1101.631011/29/2019 Professional Services-General General/Admn-Police
24.50 MCCORMICK PL-LUNCH-2-IACP 306959 2642 078466
10/26
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
75.00 BCA TRAINING ANSELMENT 306960 0977 037347
10/21
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
71.77 EGGYS-BREAKFAST-4-IACP 306961 2642 007491
10/26
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
289.00-CALIBREPRESS TRAINING REFUND 306962 0977 10/22 1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
62.54 EGGYS-BREAKFAST-4-IACP 306963 2642 096502
10/27
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
300.00 SCSU CAREER FAIR RECRUITMENT 306964 0977 011667
10/24
1101.631011/29/2019 Professional Services-General General/Admn-Police
26.00 MCCORMICK PL-LUNCH-2-IACP 306965 2642 037922
10/28
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
750.00 BCA TRAINING PETERSON 306966 0977 087289
10/24
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
53.55 TARGET MAPAC DOHM OFC EQUIPMEN 306967 0977 032038
11/3
1107.621211/29/2019 Office Small Equipment Support Services
30.00 AM AIRLINES-BAGGAGE FEE-IACP 306968 2642 020702
10/28
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
30.00 AM AIRLINES-BAGGAGE FEE-IACP 306969 2642 034059
10/29
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
1,197.52 RADISSON HOTEL-IACP CONF 306970 2642 015161
10/29
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
473.48 DELTA, TORONTO ICMA 306971 1104 055068
10/7
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
33.00 MCCORMICLUNCH X2 -- IACP CONF.306972 5528 033804
10/26
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
16.00 MCCORMICLUNCH X1 -- IACP CONF.306973 5528 068588 1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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Check Register w GL Date & Summary
11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20193563 11/29/2019 121803 US BANK - AUTOPAY Continued...
10/28
4.00 MCCORMICK-BEVERAGE/LUNCH 1X 306974 5528 088143
10/28
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
74.00 CHILI'SBAR-LUNCH X4 IACP CONF.306975 5528 013476
10/29
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
13.00 MCCORMICLUNCH X1 -- IACP CONF.306976 5528 036159
10/27
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
1,197.52 RADISSON- IACP CONF. AARON M.306977 5528 024915
10/29
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
1,197.52 RADISSON- IACP CONF. NEW 306978 5528 091681
10/29
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
25.00 GPS TRAKCER 306979 5528 075274
10/26
1105.645711/29/2019 Machinery & Equipment-Rental Investigation/Crime Prevention
29.96 AMER AIR-BAGFEE IACP CHICAGO 306980 5528 083720
10/25
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
70.00 AMER AIR-BAGGAGE --- IACP CONF 306981 5528 044565
10/25
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
30.00 AMER AIR-BAGGAGE --- IACP CONF 306982 5528 097366
10/28 1
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
40.00 AMER AIR-BAGGAGE --- IACP CONF 306983 5528 097366
10/28 2
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
11.60 POSTAGE WATER SAMPLE 306984 7965 013905
10/21
6149.634611/29/2019 Postage Water Sampling/Testing
54.11 OFFICEMAX-OFFICE SUPPLIES 602 306985 7965 052111
10/21
6146.621011/29/2019 Office Supplies North Plant Building
45.39 UPS-SLUDGE SAMPLE SHIPPED 306986 7965 054525
10/28
6149.634611/29/2019 Postage Water Sampling/Testing
35.00 DOMINO'S LUNCH INTERVIEWS 306987 8676 014968
10/10
1221.622011/29/2019 Operating Supplies - General Administration-Fire
762.21 BUNN -COFFEE MAKER 306988 2760 062450
10/11
0201.666011/29/2019 Office Furnishings & Equipment General & Admn-Admn
6.41 KWIK TRIP COUNCIL MTG SUPPLIES 306989 2601 034271
10/6
0101.647711/29/2019 Local Meeting Expenses Legislative/Policy Development
12.97 HYVEE - COUNCIL MEAL 306990 2601 012002
10/7
0101.647711/29/2019 Local Meeting Expenses Legislative/Policy Development
109.73 DAVANNIS COUNCIL MEAL 306991 2601 035425
10/7
0101.647711/29/2019 Local Meeting Expenses Legislative/Policy Development
124.16 KOWALSKI COUNCIL MEAL 306992 2601 076121
10/11
0101.647711/29/2019 Local Meeting Expenses Legislative/Policy Development
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20193563 11/29/2019 121803 US BANK - AUTOPAY Continued...
22.14 KOWALSKI COUNCIL MEAL 306993 2601 014191
10/15
0101.647711/29/2019 Local Meeting Expenses Legislative/Policy Development
44.99 WALL STREET JOURNAL SUBSCRIPTI 306994 2601 002645
10/22
0501.647911/29/2019 Dues and Subscriptions General & Admn-Finance
105.34 COUNTRY INN - MAGUIRE MN MAYOR 306995 2601 017863
10/25
0101.647711/29/2019 Local Meeting Expenses Legislative/Policy Development
24.74 HYVEE COUNCIL MTG MEAL 306996 2601 068638
10/29
0101.647711/29/2019 Local Meeting Expenses Legislative/Policy Development
169.05 POTBELLY COUNCIL & SMT RETREAT 306997 2601 079828
10/29
0101.647711/29/2019 Local Meeting Expenses Legislative/Policy Development
117.78 KOWALSKI COUNCIL MEAL 306998 2601 031408
11/1
0101.647711/29/2019 Local Meeting Expenses Legislative/Policy Development
20.67 KOWALSKI COUNCIL MEAL 306999 2601 080237
11/4
0101.647711/29/2019 Local Meeting Expenses Legislative/Policy Development
31.00 MUSIC CITY TAXI-D.OSBERG ICMA 307000 1112 060496
10/19
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
17.63 THE ROW-D.OSBERG MEAL ICMA 307001 1112 000374
10/21
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
18.38 TENNESSEE TAVERN-D.OSBERG ICMA 307002 1112 071986
10/23
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
102.49 BEST WESTERN TZD CONF 307003 6280 005700
10/24
2010.647611/29/2019 Conferences/Meetings/Training General Engineering
20.00 MNGFOA - PROGRAM MEETING 307004 4991 070458
10/14
0501.647711/29/2019 Local Meeting Expenses General & Admn-Finance
30.00 DELTA BAGGAGE ICMA OSBERG 307005 1112 054853
10/23
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
1,114.57 OMNI HOTEL-ICMA-D.OSBERG 307006 1112 068454
10/23
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
359.85 HOLIDAY INN-ICMA-D.MILLER 307007 2601 073364
10/22
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
250.00 US BANK-10K LAKES ICC TRAINING 307008 4872 093041
10/11
0801.647611/29/2019 Conferences/Meetings/Training General & Admn-Protective Insp
250.00 US BANK-10K LAKES ICC TRAINING 307009 4872 004483
10/11
0720.647611/29/2019 Conferences/Meetings/Training General Admin-Planning & Zonin
80.00 THE IAI 307010 5767 092475
10/11
1105.647911/29/2019 Dues and Subscriptions Investigation/Crime Prevention
990.00 TXFACT LLC-TRAINING FEES 307011 5767 095969
10/11
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
59.45 MORGAN;S-TRAINING MEALS 307012 5767 014660 1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20193563 11/29/2019 121803 US BANK - AUTOPAY Continued...
10/14
36.23 CHIPOLTLE-TRAINING MEALS 307013 5767 045145
10/16
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
53.63 DICKEY'S-TRAINING MEALS 307014 5767 097840
10/17
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
29.98 AMAZON-EAR PIECE FOR MOBILES 307015 8997 098842
10/10
1104.622011/29/2019 Operating Supplies - General Patrolling/Traffic
14.98 3 IN 1-RADIO PARTS 307016 8997 047160
10/14
1104.623211/29/2019 Small Equipment Repair Parts Patrolling/Traffic
54.96 AMAZON- MOBILE EAR PIECES 307017 8997 060769
10/16
1104.622011/29/2019 Operating Supplies - General Patrolling/Traffic
82.94 AMAZON- HDMI 307018 8997 092510
10/16
1104.622011/29/2019 Operating Supplies - General Patrolling/Traffic
1,467.60 DISCOUTCELL- PHONE CASES 307019 8997 082628
10/17
1108.635511/29/2019 Cellular Telephone Service Communications
591.90 DELTA GLOVES- NITRILE GLOVES 307020 8997 027297
10/23
1104.622011/29/2019 Operating Supplies - General Patrolling/Traffic
89.90 AMAZON BUS- PHONE EQUIP 307021 8997 033317
10/30
1108.635511/29/2019 Cellular Telephone Service Communications
168.16 AMAZON- PD SHELVES 307022 8997 002459
11/5
1104.622011/29/2019 Operating Supplies - General Patrolling/Traffic
39.71 AMAZON-USB COMP FORENSIC 307023 8997 060791
11/6
1105.622011/29/2019 Operating Supplies - General Investigation/Crime Prevention
30.12 TARGET OFFICE SUPPLY TOWEL 307024 1696 030575
10/11
6801.622011/29/2019 Operating Supplies - General General & Administrative
24.04 AMAZON WATER TEST STRIP 307025 1696 056393
10/10
6801.622011/29/2019 Operating Supplies - General General & Administrative
39.70 307025 1696 056393
10/10
6801.622711/29/2019 Recreation Equipment/Supplies General & Administrative
9.97 AMAZON OFFICE SUPPLY 307025 1696 056393
10/10
6801.621011/29/2019 Office Supplies General & Administrative
19.99 AMAZON BIRTHDAY SUPPLY 307026 1696 006470
10/15
6805.622011/29/2019 Operating Supplies - General Birthday Parties
6.66 AMAZON BATTERIES 307027 1696 099470
10/15
6801.622011/29/2019 Operating Supplies - General General & Administrative
43.86 AMAZON BATTERIES 307028 1696 092356
10/15
6801.622011/29/2019 Operating Supplies - General General & Administrative
21.98 AMAZON F AND B SUPPLY 307029 1696 051952
10/21
6831.622011/29/2019 Operating Supplies - General Food and Beverage
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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Check Register w GL Date & Summary
11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20193563 11/29/2019 121803 US BANK - AUTOPAY Continued...
29.80 AMAZON OFFICE SUPPLY 307030 1696 017168
10/21
6801.622011/29/2019 Operating Supplies - General General & Administrative
9.99 AMAZON PROGRAM SUPPLY 307031 1696 056900
10/24
6801.622711/29/2019 Recreation Equipment/Supplies General & Administrative
300.00 LIFESAVERS; CPR ECARDS 307032 6961 045396
10/17
6826.622211/29/2019 Medical/Rescue/Safety Supplies School/Training/In service
6.98 AMAZON PROGRAM SUPPLY 307033 1696 086440
10/30
6801.622711/29/2019 Recreation Equipment/Supplies General & Administrative
28.88 AMAZON PROGRAM SUPPLY 307034 1696 051411
11/6
6801.622711/29/2019 Recreation Equipment/Supplies General & Administrative
4.00 DOLLAR TREE 307035 3882 088728
10/16
3057.622711/29/2019 Recreation Equipment/Supplies Preschool Programs
5.98 CUB FOODS 307036 3882 060448
10/29
3057.622711/29/2019 Recreation Equipment/Supplies Preschool Programs
8.76 CUB FOODS 307036 3882 060448
10/29
3078.622711/29/2019 Recreation Equipment/Supplies Senior Citizens
579.00 B&H - CAMERA MONITOR 307037 5882 018381
10/23
9701.622011/29/2019 Operating Supplies - General PEG-eligible
9,904.27 B&H-3 FIELD CAMERAS & LENSES 307038 5882 062811
10/24
9701.667011/29/2019 Other Equipment PEG-eligible
2,286.95 B&H-GRIP GEAR FOR CAMERAS 307038 5882 062811
10/24
9701.622011/29/2019 Operating Supplies - General PEG-eligible
389.00 TIMELAPSE CAMERA 307039 5882 043564
11/4
9701.667011/29/2019 Other Equipment PEG-eligible
530.00 B 7 H PHOTO-CAMERA CASES 307040 5882 041633
11/5
9701.622011/29/2019 Operating Supplies - General PEG-eligible
13.26 CUB-YOGURT FOR CONFERENCE 307041 7790 064494
10/31
3057.622711/29/2019 Recreation Equipment/Supplies Preschool Programs
15.00 FACEBOOK AD BW 307042 1171 070888
10/17
3079.635711/29/2019 Advertising/Publication Special Events
65.00 NRPA CPRP RECERT 307043 1171 030925
10/15
3001.647711/29/2019 Local Meeting Expenses General/Admn-Recreation
55.90 TEASOURCE FOR HIGH TEA 307044 8588 006563
11/3
3078.622711/29/2019 Recreation Equipment/Supplies Senior Citizens
57.18 TRADER JOES SENIORS 307045 8588 032002
11/3
3078.622711/29/2019 Recreation Equipment/Supplies Senior Citizens
74.97-UPS- FRAUD REFUND 307046 7518 9/15 1 9001.225011/29/2019 Escrow Deposits General Fund
74.97-UPS- FRAUD REFUND 307047 7518 9/15 2 9001.225011/29/2019 Escrow Deposits General Fund
53.91-UPS- FRAUD REFUND 307048 7518 9/15 3 9001.225011/29/2019 Escrow Deposits General Fund
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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Check Register w GL Date & Summary
11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20193563 11/29/2019 121803 US BANK - AUTOPAY Continued...
6.90-UPS- FRAUD REFUND 307049 7518 9/15 4 9001.225011/29/2019 Escrow Deposits General Fund
83.09-UPS- FRAUD REFUND 307050 7518 9/22 9001.225011/29/2019 Escrow Deposits General Fund
73.99 AMAZON- HAMMER HR EQUIP 307051 7518 073992
10/27
9593.638911/29/2019 Worker's Comp - Medical/Indemn Workers' Compensation Self-In
50.00 BCA-TRAINING FEES 307052 7518 095609
10/28
1107.647611/29/2019 Conferences/Meetings/Training Support Services
25.00 BCA- TAC TRAINING FEES 307053 7518 070662
10/28
1107.647611/29/2019 Conferences/Meetings/Training Support Services
64.21 HOMEDEPOT -CERAMIC STUDIO MOP 307054 3557 015828
10/21
3081.622011/29/2019 Operating Supplies - General Arts & Humanities Council
22.40 WALMART-BDAY SUPPLIES 307055 6884 061047
10/18
6609.622011/29/2019 Operating Supplies - General Concession Sales/Vending
529.40 WEISSMAN-TEAM COMP COSTUMES 307056 0487 039130
10/17
6611.622011/29/2019 Operating Supplies - General Learn To Skate
298.70 REVDANCE-TEAM COMP COSTUMES 307057 0487 030630
10/18
6611.622011/29/2019 Operating Supplies - General Learn To Skate
108.75 AMAZON-TEACHING SUPPLIES 307058 0487 039605
10/18
6611.622011/29/2019 Operating Supplies - General Learn To Skate
63.90 CARQUEST-UNIT 396 307059 0258 096544
10/18
9001.141511/29/2019 Inventory - Parts General Fund
44.50 MN STATE PATROL-DOT STICKERS 307060 0258 035518
10/16
2401.624111/29/2019 Shop Materials Gen/Adm-Central Services
359.98 BEST BUY-NEW FLEET HARDWARER 307061 0258 023318
10/9
2401.667011/29/2019 Other Equipment Gen/Adm-Central Services
69.99-BEST BUY- HARDWARE ASSETWORKS 307062 0258 008002
10/9
2401.667011/29/2019 Other Equipment Gen/Adm-Central Services
3.00 UBER TO AIRPORT (WITH TIP)307063 1104 099857
10/23
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
6.72 STARBUCKS, BKFST 307064 1104 009106
10/23
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
14.75 UBER, TO AIRPORT FROM HOTEL 307065 1104 011740
10/23
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
816.57 OMNI, ICMA HOTEL 307066 1104 038180
10/22
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
30.00 DELTA, BAGGAGE FEE 307067 1104 015871
10/22
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
16.75 TEQUILA COWBOY, DINNER AT CONF 307068 1104 012419
10/22
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
14.59 BAKERSFIELD, CONF LUNCH 307069 1104 049586 0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
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Check Register w GL Date & Summary
11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20193563 11/29/2019 121803 US BANK - AUTOPAY Continued...
10/22
5.51 BONGO JAVA, CONF BREAKFAST 307070 1104 074587
10/21
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
18.91 THE ROW, CONF LUNCH 307071 1104 088326
10/21
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
17.83 THE SOUTHERN, CONF BREAKFAST 307072 1104 059194
10/20
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
17.33 THE GEORGE JONES, LUNCH CONF 307073 1104 023052
10/20
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
4.03 UBER, TIP TO HOTEL FROM AIRPOR 307074 1104 043060
10/19
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
26.90 UBER, AIRPORT TO HOTEL 307075 1104 008065
10/19
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
18.39 THE PHARMACY, CONF DINNER 307076 1104 053074
10/19
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
30.00 DELTA, BAGGAGE FEE 307077 1104 071057
10/18
0201.647611/29/2019 Conferences/Meetings/Training General & Admn-Admn
2.56 CARIBOU-MEETING CHAPLAIN CAND 307078 5528 076116
10/17
1101.647711/29/2019 Local Meeting Expenses General/Admn-Police
8.73 DUNN-MEETING CHAPLAIN CAND 307079 5528 088850
10/22
1101.647711/29/2019 Local Meeting Expenses General/Admn-Police
88.30 TAXI X4 FROM AIRPORT IACP 307080 5528 012841
10/26
1104.635311/29/2019 Personal Auto/Parking Patrolling/Traffic
13.35 TAXI X4 FROM AIRPORT IACP 307081 5528 060536
10/26
1104.635311/29/2019 Personal Auto/Parking Patrolling/Traffic
124.51 TAXI X4 FROM AIRPORT IACP 307082 5528 027121
10/29
1104.635311/29/2019 Personal Auto/Parking Patrolling/Traffic
10.59 FILINI-BREAKFAST X1 IACP CONF.307083 5528 098934
10/29
1101.647611/29/2019 Conferences/Meetings/Training General/Admn-Police
61.89 AMAZON-TEACHING SUPPLIES 307084 0487 045777
10/22
6611.622011/29/2019 Operating Supplies - General Learn To Skate
44.95 WEISSMAN-TEAM COMP COSTUMES 307085 0487 086383
10/29
6611.622011/29/2019 Operating Supplies - General Learn To Skate
18.58 AMAZON-TEAM COMP COSTUMES 307086 0487 037580
11/1
6611.622011/29/2019 Operating Supplies - General Learn To Skate
23.48 AMAZON-TEAM COMP COSTUMES 307087 0487 092661
11/1
6611.622011/29/2019 Operating Supplies - General Learn To Skate
21.98 AMAZON- CELL PHONE CASE 307088 0836 003913
10/22
1108.635511/29/2019 Cellular Telephone Service Communications
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
32Page -Council Check Register by GL
Check Register w GL Date & Summary
11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20193563 11/29/2019 121803 US BANK - AUTOPAY Continued...
35.90 CHILI'S-TRAINING MEAL 307089 0836 078644
10/22
1107.647611/29/2019 Conferences/Meetings/Training Support Services
15.97 CUB FOODS-PROGRAM SUPPLIES 307090 9493 043104
10/17
3081.622711/29/2019 Recreation Equipment/Supplies Arts & Humanities Council
12.86 PARTY CITY TICKETS FOR SENIORS 307091 0751 069405
10/28
3078.225011/29/2019 Escrow Deposits Senior Citizens
787.08-TOP GOLF-SENIOR TRIP 307092 0751 10/29 3078.632811/29/2019 Special Events/Admission Fees Senior Citizens
29.97 AMAZON HIGH TEA EVENT PAPER PR 307093 0751 006845
10/30
3078.622711/29/2019 Recreation Equipment/Supplies Senior Citizens
29.97 COSTCO CHOC FOR HIGH TEA 307094 0751 019122
10/31
3078.622711/29/2019 Recreation Equipment/Supplies Senior Citizens
30.30 AMAZON DECORATION FOR HIGH TEA 307095 0751 095003
11/1
3078.622711/29/2019 Recreation Equipment/Supplies Senior Citizens
13.90 AMAZON DECORATION FOR HIGH TEA 307096 0751 009767
11/1
3078.622711/29/2019 Recreation Equipment/Supplies Senior Citizens
75.00 SWEET KNEADS DESSERT HIGH TEA 307097 0751 041513
11/4
3078.622711/29/2019 Recreation Equipment/Supplies Senior Citizens
2.31 COMCAST FOR LOBBY TV 307098 1527 054076
11/3
9701.647511/29/2019 Miscellaneous PEG-eligible
14.62 CRACKERBARREL-PROD TRUCK BUILD 307099 1527 053612
11/3
9701.668011/29/2019 Mobile Equipment PEG-eligible
8.11 MCDONALDS-PROD TRUCK BUILD 307100 1527 008546
11/3
9701.668011/29/2019 Mobile Equipment PEG-eligible
93.80 CASEY'S-PROD TRUCK BUILD 307101 1527 056253
11/3
9701.668011/29/2019 Mobile Equipment PEG-eligible
7.80 MCDONALDS-PROD TRUCK BUILD 307102 1527 026962
11/4
9701.668011/29/2019 Mobile Equipment PEG-eligible
30.21 CHEESECAKE FA-PROD TRUCK BUILD 307103 1527 065614
11/4
9701.668011/29/2019 Mobile Equipment PEG-eligible
71.68 HAWTHORNE SUI-PROD TRUCK BUILD 307104 1527 038707
11/4
9701.668011/29/2019 Mobile Equipment PEG-eligible
25.98 LYFT-PRODUCTION TRUCK BUILD 307105 1527 009396
11/5
9701.668011/29/2019 Mobile Equipment PEG-eligible
23.81 CHILEVERDE-PROD TRUCK BUILD 307106 1527 048460
11/5
9701.668011/29/2019 Mobile Equipment PEG-eligible
8.55 CAMBRIAHOTEL-PROD TRUCK BUILD 307107 1527 092610
11/5
9701.668011/29/2019 Mobile Equipment PEG-eligible
.03 PARTY CITY- HALLOWEEN 307108 3196 064142
10/16
3079.622711/29/2019 Recreation Equipment/Supplies Special Events
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
33Page -Council Check Register by GL
Check Register w GL Date & Summary
11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20193563 11/29/2019 121803 US BANK - AUTOPAY Continued...
89.46 PARTY CITY- HALLOWEEN 307109 3196 083711
10/16
3079.622711/29/2019 Recreation Equipment/Supplies Special Events
44.58 WALMART- HOLIDAY AT HOLZ 307110 3196 069659
10/31
3079.622711/29/2019 Recreation Equipment/Supplies Special Events
39.65 FUN EXPRESS- HOLIDAY AT HOLZ 307111 3196 037477
10/31
3079.622711/29/2019 Recreation Equipment/Supplies Special Events
25.00 PAYPAL- WORKSHOP 307112 3196 016368
10/30
3061.622711/29/2019 Recreation Equipment/Supplies Market Fest
60.55 DECKER EQUIP-CHAIR PARTS 307113 4288 044141
10/23
6602.623011/29/2019 Repair/Maintenance Supplies-Ge Equipment Repair & Maint.
245.52 GRANDSTAY- TRAINING LODGING 307114 0836 074609
10/24
1104.647611/29/2019 Conferences/Meetings/Training Patrolling/Traffic
149.76 CHIPOTLE NEW EE LUNCH 307115 9382 083235
10/29
1001.647711/29/2019 Local Meeting Expenses General/Admn-Human Resources
825.94 FS SOLUTIONS DRUG SCREENS 307116 9382 067974
10/7
1001.631811/29/2019 Medical Services - Physical Ex General/Admn-Human Resources
49.18 FS SOLUTIONS ALCOHOL SCREEN 307117 9382 017066
10/7
1001.631811/29/2019 Medical Services - Physical Ex General/Admn-Human Resources
17.25 GERTENS - MARKETINGS - SS - CA 307118 9638 088175
10/12
6801.635711/29/2019 Advertising/Publication General & Administrative
7.90 USPS MAILING GPS 307119 2881 020241
10/15
9695.634611/29/2019 Postage Dakota Co Drug Task Force
29.99 SIMPLEINOUT 10/15-11/15/19 307120 2881 073027
10/15
9695.647911/29/2019 Dues and Subscriptions Dakota Co Drug Task Force
54.72 AMZN BLU-RAY CDS EVIDENCE 307121 2881 099007
10/16
9695.621011/29/2019 Office Supplies Dakota Co Drug Task Force
6.85 USPS 18-DC-31 307122 5959 020186
10/7
9695.634611/29/2019 Postage Dakota Co Drug Task Force
13.70 USPS CERT LETTERS 307123 5959 075493
10/16
9695.634611/29/2019 Postage Dakota Co Drug Task Force
153.06 HACH-DO SENSOR REPLACEMENT 307124 3540 082188
10/31
6528.623211/29/2019 Small Equipment Repair Parts Basin Mgmt-Water Spl/Studies/M
105.00 AMER. FISH. SOC. MEMBER.307125 3540 011085
10/31
6501.647911/29/2019 Dues and Subscriptions G/A - Water Quality
70.54 FORESTRYSUPPL-ALUM. RANGE POLE 307126 3540 001132
10/31
6501.667011/29/2019 Other Equipment G/A - Water Quality
40.00 UWSP-AQUATIC PLANT REF. BOOK 307127 3540 020552
10/17
6501.621511/29/2019 Reference Materials G/A - Water Quality
20.00 NALMS 2019 CONFERENCE 307128 3540 045175 6511.647611/29/2019 Conferences/Meetings/Training Training/Conferences/Schools
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
34Page -Council Check Register by GL
Check Register w GL Date & Summary
11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20193563 11/29/2019 121803 US BANK - AUTOPAY Continued...
10/22
138.50 NALMS 2019 CONFERENCE 307129 3540 029171
11/4
6511.647611/29/2019 Conferences/Meetings/Training Training/Conferences/Schools
25.32 AMAZON-WATER RESCUE BAG TAGS 307130 8887 079684
10/15
1225.623411/29/2019 Field/Other Equipment Repair Fire / EMS Equipment
51.99 WALGREENS-MEDICAL SUPPLIES 307131 7328 034799
10/8
1225.622211/29/2019 Medical/Rescue/Safety Supplies Fire / EMS Equipment
22.12 HOME DEPOTMISC REPAIR SUPPLIES 307132 7328 069791
10/29
1225.623011/29/2019 Repair/Maintenance Supplies-Ge Fire / EMS Equipment
20.44 HOMEDEPOT-MISC REPAIR SUPPLIES 307133 7328 034815
11/3
1225.624011/29/2019 Small Tools Fire / EMS Equipment
95.84 PIZZAMAN-ACADEMY-WRKING LUNCH 307134 7302 097562
10/16
1223.647611/29/2019 Conferences/Meetings/Training Training Fire & EMS
16.47 CUB-ACADEMY-WORKING LUNCH 307135 7302 052210
10/17
1223.647611/29/2019 Conferences/Meetings/Training Training Fire & EMS
190.00 MPSTMA WORKSHOP 307136 9667 075794
10/23
3170.647711/29/2019 Local Meeting Expenses General AdmIn-Parks
105.00 STACKON-SAFE PARTS 307137 4320 080180
10/14
6827.622011/29/2019 Operating Supplies - General Building Maintenance
29.80 WALMART-LAUNDRY DET.307138 4320 052163
10/15
6827.622011/29/2019 Operating Supplies - General Building Maintenance
60.00 MN DEPTOF LABOR-BOILER LICENSE 307139 4320 003683
10/15
6827.648011/29/2019 Licenses, Permits and Taxes Building Maintenance
51,157.34
20194223 11/29/2019 100892 ICMA RETIREMENT TRUST
44,541.57 EMPLOYEE CONTRIBUTIONS 307211 112919 9592.203111/29/2019 Ded Pay - ICMA Benefit Accrual
44,541.57
20195668 11/29/2019 147907 SELECT ACCOUNT
1,734.08 FLEX REIMBURSEMENT 307213 112819 9592.221511/29/2019 Flex Plan Withholding Payable Benefit Accrual
1,734.08
20198024 11/29/2019 100694 PUBLIC EMPLOYEE RETIREMENT
76.96 PAYROLL PERIOD 11/10-11/23/19 307214 434600-112919 9592.614611/29/2019 PERA - DCP Benefit Accrual
77,837.16 PAYROLL PERIOD 11/10-11/23/19 307214 434600-112919 9592.201311/29/2019 Ded Payable - PERA Benefit Accrual
42,295.95 PAYROLL PERIOD 11/10-11/23/19 307214 434600-112919 9592.614211/29/2019 PERA - Coordinated Benefit Accrual
61,655.50 PAYROLL PERIOD 11/10-11/23/19 307214 434600-112919 9592.614311/29/2019 PERA - Police Benefit Accrual
181,865.57
11/27/2019City of Eagan 14:50:26R55CKR2LOGIS102V
35Page -Council Check Register by GL
Check Register w GL Date & Summary
11/29/201911/25/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20198546 11/29/2019 151185 HEALTHPARTNERS INC Continued...
3,395.26 DENTAL CLAIMS REIMBURSEMENT 307215 112519 9594.615811/29/2019 Dental Insurance Dental Self-insurance
3,395.26
20199508 11/29/2019 153990 EAGAN PROFESSNAL FIREFIGHTERS LOCAL 5171
80.21 LOCAL 5171 EMPLOYEE UNION DUES 307216 112919 9592.203911/29/2019 Ded Payable - FF Union Dues Benefit Accrual
80.21
20199511 11/29/2019 100283 BERKLEY ADMINISTRATORS
3,167.00 CLAIM OR ADMIN FEE PAYMENT 307212 112719 9593.638711/29/2019 Worker's Comp - Administration Workers' Compensation Self-In
3,167.00
2,471,276.38 Grand Total Payment Instrument Totals
Checks 2,420,119.04
EFT Payments 51,157.34
Total Payments 2,471,276.38
11/27/2019City of Eagan 14:50:33R55CKS2LOGIS100
1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection.
11/29/201911/25/2019 -
Company Amount
829,557.8609001GENERAL FUND
365.7009116CEDAR GROVE PARKING GARAGE
25,151.3409197ETV
780,327.2109220PUBLIC UTILITIES
23,510.8509221CIVIC ARENA
897.1909222CASCADE BAY
42,730.6909223CENTRAL PARK /COMMUNITY CENTER
4,163.9309225FIBER INFRASTRUCTURE FUND
11,308.4209328PARK SYS DEV AND R&R
6,894.7409335EQUIPMENT REVOLVING
7,997.8509346FIRE APPARATUS REVOLVING
70,942.5009352Fire Station 4 Remodel
2,132.2309372REVOLVING SAF-CONSTRUCTION
1,181.25094772012B Equipment Cert - DS
2,110.6709591RISK MANAGEMENT
421,655.2309592BENEFIT ACCRUAL
3,240.9909593WORKERS' COMPENSATION SELF-INS
3,395.2609594Dental Self-insurance
14,127.2609695DAK CO DRUG TASK FORCE
219,585.2109880PAYROLL
Report Totals 2,471,276.38
12/5/2019City of Eagan 15:25:01R55CKR2 LOGIS102V
1Page -Council Check Register by GL
Check Register w GL Date & Summary
12/6/201912/2/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
7 12/6/2019 144492 OSBERG, DAVE
84.10 NOVEMBER MILEAGE 307290 112619 0201.635312/5/2019 Personal Auto/Parking General & Admn-Admn
33.97 NLC CONF MEAL REIMB 307291 112219 0201.647612/5/2019 Conferences/Meetings/Training General & Admn-Admn
118.07
8 12/6/2019 121824 STEVENSON, CHERYL
20.30 MILEAGE REIMBURSEMENT 307315 111919 0201.635312/5/2019 Personal Auto/Parking General & Admn-Admn
20.30
9 12/6/2019 100449 VAUGHAN, MARK
2.16 JURY DUTY MILEAGE REIMB 307433 120319 9001.225012/5/2019 Escrow Deposits General Fund
2.16
10 12/6/2019 146686 WILSKE, JOSH
50.23 MILEAGE 11/4/19-11/21/19 307327 112119 0301.635312/5/2019 Personal Auto/Parking IT-Gen & Admn
50.23
209981 12/4/2019 101635 EAGAN WOMEN OF NOTE
150.00 PROGRAM S EAGAN WOMEN OF NOTE 307225 120519 6802.622712/4/2019 Recreation Equipment/Supplies Banquet Room
150.00
209982 12/6/2019 154773 292 DESIGN GROUP INC
20,750.00 FAC.STUDY292GROUP 307362 19035.00-3 2852.675012/4/2019 Administration General Park Site Improvmts
20,750.00
209983 12/6/2019 152114 3 GUYS SEWING
12.00 CLOTHING ALLOWANCE - TUIONE 307363 6769 6101.211512/4/2019 Clothing Allowance Water -Administration
24.00 CLOTHING ALLOWANCE - GUNTER 307364 6770 6101.211512/4/2019 Clothing Allowance Water -Administration
36.00
209984 12/6/2019 151329 ALL FURNITURE
200.00 ALL FURN, RIVER TRAILER DEC19 307373 44253 5045.666012/4/2019 Office Furnishings & Equipment Temporary Office/Moving Expens
1,682.32 ALL FURNITURE, DEC RENTAL FURN 307374 44254 5045.666012/4/2019 Office Furnishings & Equipment Temporary Office/Moving Expens
1,882.32
209985 12/6/2019 150476 ALLSTREAM
187.94 TELEPHONE 307365 16509175 0501.634712/4/2019 Telephone Service & Line Charg General & Admn-Finance
221.50 TELEPHONE 307365 16509175 1108.634712/4/2019 Telephone Service & Line Charg Communications
87.26 TELEPHONE 307365 16509175 2460.634712/4/2019 Telephone Service & Line Charg Building And Grounds
53.70 TELEPHONE 307365 16509175 1221.634712/4/2019 Telephone Service & Line Charg Administration-Fire
47.02 TELEPHONE 307365 16509175 3106.634712/4/2019 Telephone Service & Line Charg Structure Care & Maintenance
12/12/19
12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V
2Page -Council Check Register by GL
Check Register w GL Date & Summary
12/6/201912/2/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209985 12/6/2019 150476 ALLSTREAM Continued...
47.01 TELEPHONE 307365 16509175 0301.635212/4/2019 Telephone Circuits IT-Gen & Admn
47.01 TELEPHONE 307365 16509175 0301.635212/4/2019 Telephone Circuits IT-Gen & Admn
47.01 TELEPHONE 307365 16509175 0301.635212/4/2019 Telephone Circuits IT-Gen & Admn
47.02 TELEPHONE 307365 16509175 0301.635212/4/2019 Telephone Circuits IT-Gen & Admn
47.02 TELEPHONE 307365 16509175 0301.635212/4/2019 Telephone Circuits IT-Gen & Admn
47.02 TELEPHONE 307365 16509175 3106.634712/4/2019 Telephone Service & Line Charg Structure Care & Maintenance
47.01 TELEPHONE 307365 16509175 3106.634712/4/2019 Telephone Service & Line Charg Structure Care & Maintenance
47.02 TELEPHONE 307365 16509175 3106.634712/4/2019 Telephone Service & Line Charg Structure Care & Maintenance
47.02 TELEPHONE 307365 16509175 3106.634712/4/2019 Telephone Service & Line Charg Structure Care & Maintenance
47.02 TELEPHONE 307365 16509175 3106.634712/4/2019 Telephone Service & Line Charg Structure Care & Maintenance
44.86 TELEPHONE 307365 16509175 3106.634712/4/2019 Telephone Service & Line Charg Structure Care & Maintenance
47.02 TELEPHONE 307365 16509175 3106.634712/4/2019 Telephone Service & Line Charg Structure Care & Maintenance
47.08 TELEPHONE 307365 16509175 3106.634712/4/2019 Telephone Service & Line Charg Structure Care & Maintenance
47.02 TELEPHONE 307365 16509175 3304.634712/4/2019 Telephone Service & Line Charg Bldg/Facilities Maintenance
47.01 TELEPHONE 307365 16509175 0301.635212/4/2019 Telephone Circuits IT-Gen & Admn
47.02 TELEPHONE 307365 16509175 0301.635212/4/2019 Telephone Circuits IT-Gen & Admn
47.02 TELEPHONE 307365 16509175 0301.635212/4/2019 Telephone Circuits IT-Gen & Admn
14.06 TELEPHONE 307365 16509175 0501.634712/4/2019 Telephone Service & Line Charg General & Admn-Finance
16.57 TELEPHONE 307365 16509175 1108.634712/4/2019 Telephone Service & Line Charg Communications
6.53 TELEPHONE 307365 16509175 2460.634712/4/2019 Telephone Service & Line Charg Building And Grounds
4.02 TELEPHONE 307365 16509175 1221.634712/4/2019 Telephone Service & Line Charg Administration-Fire
56.67 307365 16509175 9116.635212/4/2019 Telephone Circuits Cedar Grove Parking Garage
56.67 TELEPHONE 307365 16509175 9116.635212/4/2019 Telephone Circuits Cedar Grove Parking Garage
56.67 TELEPHONE 307365 16509175 9116.635212/4/2019 Telephone Circuits Cedar Grove Parking Garage
56.68 TELEPHONE 307365 16509175 9116.635212/4/2019 Telephone Circuits Cedar Grove Parking Garage
56.68 TELEPHONE 307365 16509175 9116.635212/4/2019 Telephone Circuits Cedar Grove Parking Garage
56.68 TELEPHONE 307365 16509175 9116.635212/4/2019 Telephone Circuits Cedar Grove Parking Garage
20.14 TELEPHONE 307365 16509175 6101.634712/4/2019 Telephone Service & Line Charg Water -Administration
47.01 TELEPHONE 307365 16509175 6146.634712/4/2019 Telephone Service & Line Charg North Plant Building
47.01 TELEPHONE 307365 16509175 6146.634712/4/2019 Telephone Service & Line Charg North Plant Building
47.01 TELEPHONE 307365 16509175 6146.634712/4/2019 Telephone Service & Line Charg North Plant Building
47.02 TELEPHONE 307365 16509175 6146.634712/4/2019 Telephone Service & Line Charg North Plant Building
47.02 TELEPHONE 307365 16509175 6146.634712/4/2019 Telephone Service & Line Charg North Plant Building
47.01 TELEPHONE 307365 16509175 6154.634712/4/2019 Telephone Service & Line Charg South Plant Building
47.01 TELEPHONE 307365 16509175 6154.634712/4/2019 Telephone Service & Line Charg South Plant Building
47.02 TELEPHONE 307365 16509175 6154.634712/4/2019 Telephone Service & Line Charg South Plant Building
1.51 TELEPHONE 307365 16509175 6101.634712/4/2019 Telephone Service & Line Charg Water -Administration
26.85 TELEPHONE 307365 16509175 6601.634712/4/2019 Telephone Service & Line Charg General/Administrative-Arena
2.01 TELEPHONE 307365 16509175 6601.634712/4/2019 Telephone Service & Line Charg General/Administrative-Arena
12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V
3Page -Council Check Register by GL
Check Register w GL Date & Summary
12/6/201912/2/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209985 12/6/2019 150476 ALLSTREAM Continued...
26.85 TELEPHONE 307365 16509175 6716.634712/4/2019 Telephone Service & Line Charg General Administration
2.01 TELEPHONE 307365 16509175 6716.634712/4/2019 Telephone Service & Line Charg General Administration
46.99 TELEPHONE 307365 16509175 6801.634712/4/2019 Telephone Service & Line Charg General & Administrative
3.52 TELEPHONE 307365 16509175 6801.634712/4/2019 Telephone Service & Line Charg General & Administrative
2,281.83
209986 12/6/2019 100385 AMER ENGINEERING TESTING INC
1,662.25 TRAPPBLDG AET INSPECTIONS 307366 909787 2842.675212/4/2019 Engineering (Field Services)Trapp Farm Park
1,772.05 SOIL CONCRETE BITUMINOUS TEST 307367 909507 9001.2245 J035612/4/2019 Escrow - Private Development F General Fund
3,434.30
209987 12/6/2019 142987 APPLE CHEVROLET BUICK NORTHFIELD
287.84 RO 1484 307368 67227 9001.141512/4/2019 Inventory - Parts General Fund
287.84
209988 12/6/2019 100360 APPLE FORD LINCOLN APPLE VALLEY
233.48 INV 137 307369 476483 9001.141512/4/2019 Inventory - Parts General Fund
233.48 INV 137 307369 476483 9001.141512/4/2019 Inventory - Parts General Fund
233.48-INV 137 307369 476483 9001.141512/4/2019 Inventory - Parts General Fund
40.88 RO 1423 307370 474822 9001.141512/4/2019 Inventory - Parts General Fund
274.36
209989 12/6/2019 146829 AT&T MOBILITY
39.23 11/18/19-12/17/19 307371 287262588400X11
252019
2010.635512/4/2019 Cellular Telephone Service General Engineering
127.35 11/18/19-12/17/19 307371 287262588400X11
252019
9701.635512/4/2019 Cellular Telephone Service PEG-eligible
166.58
209990 12/6/2019 100016 BAUER BUILT
403.60 RO 1484 307372 180256269 9001.141512/4/2019 Inventory - Parts General Fund
1,120.88 INV 11R22.5 307375 180256317 9001.141512/4/2019 Inventory - Parts General Fund
1,524.48
209991 12/6/2019 155092 BERRES, BRITTANY
44.47 BRITTANY BERRES REIMBUSEMENT 307300 112619 3075.622712/5/2019 Recreation Equipment/Supplies CDBG - Teens
15.65 BRITTANY BERRES REIMBUSEMENT 307300 112619 3075.622712/5/2019 Recreation Equipment/Supplies CDBG - Teens
60.12
209992 12/6/2019 131767 BOLTON & MENK INC.
12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V
4Page -Council Check Register by GL
Check Register w GL Date & Summary
12/6/201912/2/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
209992 12/6/2019 131767 BOLTON & MENK INC.Continued...
12,610.50 PLANS & SPECS THRU 11/22/19 307376 0242472 8283.671312/4/2019 Project - Outside Engineering P1283 Deerwood Dr Slope stabil
12,610.50
209993 12/6/2019 100024 BRAUN INTERTEC
31,961.00 SOIL BORINGS & LAB TESTING 307377 B194124 6238.6713 P129812/4/2019 Project - Outside Engineering Sewer Main Maintenance
31,961.00
209994 12/6/2019 152805 CANTEEN REFRESHMENT SERVICES
250.00 CANTEEN COFFEE SUPPLY 307382 MSP3188 6830.622012/4/2019 Operating Supplies - General Coffee Bar
250.00
209995 12/6/2019 142837 CENTURYLINK (R)
1,068.84 DEC 2019 TELEPHONE 307378 1481145457 9695.634712/4/2019 Telephone Service & Line Charg Dakota Co Drug Task Force
1,068.84
209996 12/6/2019 151299 CINTAS
65.38 RUG 307379 4035607973 6146.653512/4/2019 Other Contractual Services North Plant Building
65.38
209997 12/6/2019 146026 CLAUSEN, CHAD
102.36 TRAINING MEALS 307426 112019 1104.647612/5/2019 Conferences/Meetings/Training Patrolling/Traffic
102.36
209998 12/6/2019 142286 COMCAST
224.99 COMCAST 11/29/19-12/28/19 307383 877210508043374
7-111919
6801.634712/4/2019 Telephone Service & Line Charg General & Administrative
224.99
209999 12/6/2019 153524 COMCAST
775.00 COMCAST LINE TO BANDSHELL 307384 91515208 9704.653512/4/2019 Other Contractual Services Non-ETV CIP expenditures
775.00
210000 12/6/2019 144270 COVERTTRACK GROUP INC. (R)
213.00 STEALTH II BATTERY&CABLE 307380 35392 9695.668012/4/2019 Mobile Equipment Dakota Co Drug Task Force
213.00
210001 12/6/2019 136461 CULLIGAN (R)
55.63 WATER 307381 745432 9695.621012/4/2019 Office Supplies Dakota Co Drug Task Force
55.63
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Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
210002 12/6/2019 144285 DAHLE, ANTHONY R Continued...
9.00 PARKING 307385 112119 6234.635312/4/2019 Personal Auto/Parking Utility Locates
9.00
210003 12/6/2019 100048 DAK CTY TECHNICAL COLLEGE
800.00 CDL TRAINING 307386 001728632019 2201.647612/4/2019 Conferences/Meetings/Training Gen/Adm-Streets
800.00
210004 12/6/2019 148127 DAKOTA COUNTY FINANCIAL SERVICES (R)
336.00 2019 EFORMS FEE 307387 00036966 9695.621012/4/2019 Office Supplies Dakota Co Drug Task Force
336.00
210005 12/6/2019 100050 DAKOTA ELECTRIC
51.37 CARNELIAN LN HOCKEY RINK 307388 128582-4-OCT19 3106.640512/4/2019 Electricity Structure Care & Maintenance
14.00 RIDGE CLIFF PARK 307389 170637-3-OCT19 3106.640512/4/2019 Electricity Structure Care & Maintenance
1,245.90 PILOT KNOB PARK 307390 177545-1-OCT19 3106.640512/4/2019 Electricity Structure Care & Maintenance
232.80 BERRY RIDGE STORM 307391 189767-7-OCT19 6439.640812/4/2019 Electricity-Lift Stations Lift Station Maintenanc/Repair
14.00 PINECREST CT AERATOR 307392 198290-9-OCT19 6520.640512/4/2019 Electricity Basin Mgmt-Aeration
19.78 PILOT KNOB WELL SITE RINK 307393 200813-4-OCT19 3106.640512/4/2019 Electricity Structure Care & Maintenance
248.65 HIGHLINE TRAIL STORM 307394 201116-1-OCT19 6439.640812/4/2019 Electricity-Lift Stations Lift Station Maintenanc/Repair
130.96 WELL #19 307395 203725-7-OCT19 6154.640912/4/2019 Electricity-Wells/Booster Stat South Plant Building
14.00 HEINE CT AERATOR 307396 203785-1-OCT19 6520.640512/4/2019 Electricity Basin Mgmt-Aeration
40.55 31/WESCOTT SIGNALS 307397 214661-1-OCT19 6301.640712/4/2019 Electricity-Signal Lights Street Lighting
137.26 1275 TOWERVIEW RD 307398 321533-2-OCT19 3106.640512/4/2019 Electricity Structure Care & Maintenance
40.31 CEDAR GROVE SIGNALS 307399 333642-7-OCT19 6301.640712/4/2019 Electricity-Signal Lights Street Lighting
251.26 CEDARVALE BLVD LIGHTS 307400 346992-1-OCT19 6301.640612/4/2019 Electricity-Street Lights Street Lighting
15.00 DENMARK AVE #SLSIGN 307401 405764-2-OCT19 6301.640712/4/2019 Electricity-Signal Lights Street Lighting
21.96 CHLOE LANE LIFT STATION 307402 472429-0-OCT19 6239.640512/4/2019 Electricity Lift Station Maintenanc/Repair
1,571.53 FIRE STATION 1 307403 572299-6-OCT19 3313.640512/4/2019 Electricity Fire Buildings
5.00 CIVIL DEFENSE SIREN 307404 578913-6-OCT19 1106.640512/4/2019 Electricity Emergency Preparedness
4,054.33
210006 12/6/2019 141848 DH ATHLETICS LLC
1,260.00 BATTING TUNNEL NET 307405 190100 3118.625112/4/2019 Athletic Field Supplies Athletic Field Mtn/Setup
1,260.00
210007 12/6/2019 155503 DISCOUNT POST & POLE
2,228.00 CORE VALLEY POST AND POLE 307406 919973 3101.625212/4/2019 Parks & Play Area Supplies Playground Maintenance
2,228.00
210008 12/6/2019 100969 DRIVER & VEHICLE SERVICES
12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V
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Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
210008 12/6/2019 100969 DRIVER & VEHICLE SERVICES Continued...
14.25 SQUAD LICENSES 307431 120319 1104.648012/5/2019 Licenses, Permits and Taxes Patrolling/Traffic
14.25
210009 12/6/2019 126333 DUNN & SEMINGTON PRINTING DESIGN
345.00 SIGN REPLACMENT FOR SKATE 307407 38148 6611.623312/4/2019 Building Repair Supplies Learn To Skate
345.00
210010 12/6/2019 101636 EAGAN MEN'S CHORUS
150.00 12/8/19 HOLZ OLD FASHIONED HOL 307422 120819 3027.632012/4/2019 Instructors Holz Farm
150.00
210011 12/6/2019 101635 EAGAN WOMEN OF NOTE
150.00 12/8/19 HOLZ FARM HOLIDAY 307423 120819 3027.632012/4/2019 Instructors Holz Farm
150.00
210012 12/6/2019 101006 EMERGENCY AUTO TECHNOLOGIES
2,492.24 UNIT 1203, 1205, 1215 307408 DL111919-20 9346.668012/4/2019 Mobile Equipment Fire Apparatus Revolving
2,503.59 NEW UNITS 1203,1204,1215 307409 DL11051922C 9346.668012/4/2019 Mobile Equipment Fire Apparatus Revolving
100.98 NEW UNITS 1203,1204,1215 307410 DL112019-22 9346.668012/4/2019 Mobile Equipment Fire Apparatus Revolving
80.91 1203.1205.1215 307411 DL11191920A 9346.668012/4/2019 Mobile Equipment Fire Apparatus Revolving
288.84 NEW UNITS 1203,1204,1215 307412 DL112119-24 9346.668012/4/2019 Mobile Equipment Fire Apparatus Revolving
5,466.56
210013 12/6/2019 100062 FACTORY MOTOR PARTS CO
97.20 RO 1484 307413 1-6173011 9001.141512/4/2019 Inventory - Parts General Fund
54.20 SILICONE GUNS 307414 1-6173643 2401.624112/4/2019 Shop Materials Gen/Adm-Central Services
151.40
210014 12/6/2019 100451 FASTENAL COMPANY
59.31 NEW SQUAD SET UP HARDWARE 307226 MNTC1239281 3511.668012/5/2019 Mobile Equipment Equip Rev Fd-Dept 11
35.76 NEW SQUAD SET UP HARDWARE 307227 MNTC1239254 3511.668012/5/2019 Mobile Equipment Equip Rev Fd-Dept 11
232.72 DRILL DRIVER 307228 MNTC1239018 3104.667012/5/2019 Other Equipment Site Amenity Installation
3.50 PLOW EQUIP PARTS 307415 MNTC1238913 2244.623112/4/2019 Mobile Equipment Repair Parts Street Equipment Repair/Mtn
20.74 NEW UNIT 1147 307416 MNTC1239047 3511.668012/4/2019 Mobile Equipment Equip Rev Fd-Dept 11
163.88 BANDAGES FOR BOXES 307417 MNTC1238622 6104.622212/4/2019 Medical/Rescue/Safety Supplies Safety
1,082.95 PD NEW SQUAD SET UP 307418 MNTC1239252 3511.668012/4/2019 Mobile Equipment Equip Rev Fd-Dept 11
1,598.86
210015 12/6/2019 153763 FASTSIGNS
78.20 FLAG HOLDER 307419 1190-12563 6716.622012/4/2019 Operating Supplies - General General Administration
12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V
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Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
210015 12/6/2019 153763 FASTSIGNS Continued...
78.20
210016 12/6/2019 143971 FLEETPRIDE
217.62 RO 1511 307229 40994005 9001.141512/5/2019 Inventory - Parts General Fund
31.44 RO 1508 307230 40963461 9001.141512/5/2019 Inventory - Parts General Fund
13.66 RO 1502 307420 40621447 9001.141512/4/2019 Inventory - Parts General Fund
262.72
210017 12/6/2019 100157 FORCE AMERICA INC
158.42 UNIT 122 307421 001-1395032 9001.141512/4/2019 Inventory - Parts General Fund
158.42
210018 12/6/2019 152667 GRACENOTE MEDIA SERVICES LLC
412.00 DECEMBER 2019 307236 9747036213 9701.631012/5/2019 Professional Services-General PEG-eligible
412.00
210019 12/6/2019 101884 GRAFIX SHOPPE
3,285.00 GRAPHICS ON REPLACEMENT 307231 131236 9346.668012/5/2019 Mobile Equipment Fire Apparatus Revolving
102.00 HELMET GRAPHICS 307232 131055 1225.622412/5/2019 Clothing/Personal Equipment Fire / EMS Equipment
3,387.00
210020 12/6/2019 100990 GRAINGER
85.64 EXIT SIGNS 307233 9365971598 6603.623312/5/2019 Building Repair Supplies Building Repair & Maint.
75.84 FILTES 307233 9365971598 6602.623012/5/2019 Repair/Maintenance Supplies-Ge Equipment Repair & Maint.
11.71 TOOLS 307233 9365971598 6602.624012/5/2019 Small Tools Equipment Repair & Maint.
83.70 BUILDING CLEANING SUPPLIES 307233 9365971598 6603.622312/5/2019 Building/Cleaning Supplies Building Repair & Maint.
256.89
210021 12/6/2019 155500 GUNTER, ENDRE
34.99 CLOTHING ALLOWANCE - GUNTER 307237 111319 6101.211512/5/2019 Clothing Allowance Water -Administration
34.99
210022 12/6/2019 155373 HANG, CHOU
1,050.00 OVRPMNT 1495 PALOMINO TRAIL 307234 112619 9220.225012/5/2019 Escrow Deposits Public Utilities
1,050.00
210023 12/6/2019 100085 HARDWARE HANK
62.98 WINTER GLOVES 307235 1873306 3201.622212/5/2019 Medical/Rescue/Safety Supplies Administrative/General
62.98
12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V
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Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
210024 12/6/2019 102231 HARRELL, TRACY Continued...
53.94 TRAINING MILEAGE 307427 111419 1104.635312/5/2019 Personal Auto/Parking Patrolling/Traffic
53.94
210025 12/6/2019 121622 HASTINGS, CITY OF
7,359.29 GIPSON 9/30-10/27/19 307238 201911062293 9695.631012/5/2019 Professional Services-General Dakota Co Drug Task Force
7,359.29
210026 12/6/2019 100627 HOME DEPOT CREDIT SERVICES
34.99 SUPPLIES 307351 8030645 6827.623312/6/2019 Building Repair Supplies Building Maintenance
203.19 SUPPLIES 307352 9183883 3304.623312/6/2019 Building Repair Supplies Bldg/Facilities Maintenance
238.18
210027 12/6/2019 100089 HOSE CONVEYORS INC
14.42 UNIT 137 307239 00083909 9001.141512/5/2019 Inventory - Parts General Fund
14.42
210028 12/6/2019 133148 HOUSE OF PRINT
5,860.00 307240 054854.0904.634612/5/2019 Postage Discover Parks Brochure
2,980.81 BAL PRINT DISCOVER DEC19/307240 054854.0902.637012/5/2019 General Printing and Binding Experience Eagan Newsletter
8,840.81
210029 12/6/2019 149714 HYDROCORP
5,365.00 CROSS CONNECTION CONTROL PROG 307241 0055192-IN 6131.631012/5/2019 Professional Services-General Water Customer Service
5,365.00
210030 12/6/2019 153837 ICE SPORTS INDUSTRY
21.00 PATCHES 307242 27572 6611.622012/5/2019 Operating Supplies - General Learn To Skate
24.00 PATCHES 307243 26201 6611.622012/5/2019 Operating Supplies - General Learn To Skate
30.00 PATCHES 307244 24540 6611.622012/5/2019 Operating Supplies - General Learn To Skate
75.00
210031 12/6/2019 102238 IDENTISYS
320.65 PRINTER CARTRIDGES 307245 466627 0301.621012/5/2019 Office Supplies IT-Gen & Admn
320.65
210032 12/6/2019 104674 INDELCO PLASTICS CORP.
514.14 PLATE SETTLER #2 PLUMBING 307246 INV152941 6147.626012/5/2019 Utility System Parts/Supplies North Plant Production
514.14
210033 12/6/2019 115944 INTEREUM, INC.
12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V
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Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
210033 12/6/2019 115944 INTEREUM, INC.Continued...
1,319.66 FIRE DEPT ERGO CHAIRS 307247 165002 9593.665012/5/2019 Furniture & Fixtures Workers' Compensation Self-In
1,319.66
210034 12/6/2019 115233 I-STATE TRUCK CENTER
100.00 UNIT 1213 307248 R242107654:02 9001.141512/5/2019 Inventory - Parts General Fund
100.00
210035 12/6/2019 150756 J & R EQUIPMENT REPAIR INC
131.50 J&R EQUIPMENT REPAIR 307249 4818 6807.623212/5/2019 Small Equipment Repair Parts Fitness Center
131.50
210036 12/6/2019 149388 JESSE TREBIL FOUNDATION SYSTEMS INC
94.00 BUILDING PERMIT REFUND 307254 156197 0801.408512/5/2019 Building General & Admn-Protective Insp
40.00 BUILDING PERMIT REFUND 307254 156197 0720.422212/5/2019 Plan Check Fees General Admin-Planning & Zonin
134.00
210037 12/6/2019 119878 KATH FUEL
13,814.71 TANK ONE AND 2 FUEL 307250 670818 9001.141112/5/2019 Inventory - Motor Fuels General Fund
16,728.00 TANK 3 DIESEL FUEL 307251 670820 9001.141112/5/2019 Inventory - Motor Fuels General Fund
30,542.71
210038 12/6/2019 101055 LEFFLER PRINTING COMPANY INC.
3,230.00 PRINTING EXP EAGAN DEC19-JAN20 307252 20964 0902.637012/5/2019 General Printing and Binding Experience Eagan Newsletter
3,230.00
210039 12/6/2019 100110 LITTLE FALLS MACHINE INC.
120.58 SANDER EXTENSION 307253 356654 3128.623112/5/2019 Mobile Equipment Repair Parts Vehicle Maintenance
843.61 SANDER EXTENSION 307253 356654 2244.623112/5/2019 Mobile Equipment Repair Parts Street Equipment Repair/Mtn
964.19
210040 12/6/2019 114678 MAGUIRE, MIKE
69.25 NOVEMBER MILEAGE 307255 111119 0101.635312/5/2019 Personal Auto/Parking Legislative/Policy Development
127.61 NLC CONF MEAL/BAG FEE REIMB 307256 112219 0101.647612/5/2019 Conferences/Meetings/Training Legislative/Policy Development
196.86
210041 12/6/2019 139121 MARCO INC.
8,140.78 COPIERS/PRINTERS 307257 25920948 0301.656912/5/2019 Maintenance Contracts IT-Gen & Admn
894.48 COPIERS/PRINTERS 307257 25920948 6101.656912/5/2019 Maintenance Contracts Water -Administration
133.66 COPIERS/PRINTERS 307257 25920948 6501.656912/5/2019 Maintenance Contracts G/A - Water Quality
140.85 COPIERS/PRINTERS 307257 25920948 6601.656912/5/2019 Maintenance Contracts General/Administrative-Arena
12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V
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Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
210041 12/6/2019 139121 MARCO INC.Continued...
971.59 COPIERS/PRINTERS 307257 25920948 6801.656912/5/2019 Maintenance Contracts General & Administrative
10,281.36
210042 12/6/2019 142378 MARKS, RYAN
129.95 UNIFORM RYAN MARKS 307258 112319 3170.211512/5/2019 Clothing Allowance General AdmIn-Parks
129.95
210043 12/6/2019 153863 METAL SUPERMARKETS
35.28 RADIO BRACKET MATERIAL 307259 1021059 2244.623112/5/2019 Mobile Equipment Repair Parts Street Equipment Repair/Mtn
35.28
210044 12/6/2019 150894 MEYER CONTRACTING
1,222.07 CONT 18-27 PMT 2 FINAL 307260 110619 6540.6710 P123912/5/2019 Project - Contract Capital Proj-Expan&Mod-cr1125
1,222.07
210045 12/6/2019 155347 MIDWEST CONNECTIONS HDD INC
3,565.00 TEMP HYDRANT METER 307261 112019 9220.225412/5/2019 Construction Meter Deposits Public Utilities
210.00 TEMP HYDRANT METER 307261 112019 6101.452112/5/2019 Construction Meter Permit Fees Water -Administration
210.00-TEMP HYDRANT METER 307261 112019 6101.452112/5/2019 Construction Meter Permit Fees Water -Administration
312.00-TEMP HYDRANT METER 307261 112019 6101.450512/5/2019 Water Sales Water -Administration
723.55-TEMP HYDRANT METER 307261 112019 6101.450512/5/2019 Water Sales Water -Administration
2,529.45
210046 12/6/2019 138083 MIDWEST SAFETY COUNSELORS INC.
90.53 SAFETY SUPPLIES 307262 IVC0059556 2401.622212/5/2019 Medical/Rescue/Safety Supplies Gen/Adm-Central Services
90.53
210047 12/6/2019 142307 MINNEAPOLIS PARK AND REC
850.00 CUSTOMER SERVICE TRAINING 307263 111319 3001.647612/5/2019 Conferences/Meetings/Training General/Admn-Recreation
850.00
210048 12/6/2019 120087 MN ENERGY RESOURCES CORP
4,257.07 NORTH TREATMENT PLANT 307264 0505460873-0000
1-NOV19
6146.641012/5/2019 Natural Gas Service North Plant Building
75.23 WELL #3 307265 0505460873-0000
2-NOV19
6146.641012/5/2019 Natural Gas Service North Plant Building
65.51-HOLZ FARM 307266 0506678453-0000
1-JUN19
3106.641012/5/2019 Natural Gas Service Structure Care & Maintenance
18.42 HOLZ FARM 307267 0506678453-0000
1-JUL19
3106.641012/5/2019 Natural Gas Service Structure Care & Maintenance
12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V
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210048 12/6/2019 120087 MN ENERGY RESOURCES CORP Continued...
18.00 HOLZ FARM 307268 0506678453-0000
1-AUG19
3106.641012/5/2019 Natural Gas Service Structure Care & Maintenance
8.58-HOLZ FARM 307269 0506678453-0000
1-SEP19
3106.641012/5/2019 Natural Gas Service Structure Care & Maintenance
28.27 HOLZ FARM 307270 0506678453-0000
1-OCT19
3106.641012/5/2019 Natural Gas Service Structure Care & Maintenance
80.80 HOLZ FARM 307271 0506678453-0000
1-NOV19
3106.641012/5/2019 Natural Gas Service Structure Care & Maintenance
4,180.38 CASCADE BAY 307272 0506263442-0000
1-NOV19
6715.641012/5/2019 Natural Gas Service Cascade Utilities
19.86 CASCADE BAY 307273 0506263442-0000
2-NOV19
6715.641012/5/2019 Natural Gas Service Cascade Utilities
125.37 RAHN PARK WARMING HOUSE 307274 0505212492-0000
1-NOV19
3106.641012/5/2019 Natural Gas Service Structure Care & Maintenance
8,729.31
210049 12/6/2019 138430 MN ENERGY RESOURCES CORP (R)
215.15 OCT 2019 NATURAL GAS 307275 0507678830-0000
1-NOV19
9695.641012/5/2019 Natural Gas Service Dakota Co Drug Task Force
185.86 OCT 2019 NATURAL GAS 307276 0504461082-0000
1-NOV19
9695.641012/5/2019 Natural Gas Service Dakota Co Drug Task Force
401.01
210050 12/6/2019 103029 MN FIRE SERVICE CERTIFICATION BOARD
120.00 INSTRUCTOR 1 - AHLSTROM 307277 7292 1223.632012/5/2019 Instructors Training Fire & EMS
120.00
210051 12/6/2019 117900 MN GLOVE, INC.
214.95 CLOTHING ALLOWANCE - BAILEY 307278 319081 6101.211512/5/2019 Clothing Allowance Water -Administration
214.95
210052 12/6/2019 138397 MN NATIVE LANDSCAPES
32,050.00 NATURE TRAIL CIP 307279 22382 2852.676312/5/2019 Trails General Park Site Improvmts
32,050.00
210053 12/6/2019 140735 MOSENG, JOSEPH
29.56 TRAINING MEALS 307428 111419 1104.647612/5/2019 Conferences/Meetings/Training Patrolling/Traffic
1.75 TRAINING MILEAGE 307428 111419 1104.635312/5/2019 Personal Auto/Parking Patrolling/Traffic
31.31
12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V
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210054 12/6/2019 155083 NET LITIN DISTRIBUTORS Continued...
177.23 BIRTHDAY SUPPLY 307280 581775 6805.622012/5/2019 Operating Supplies - General Birthday Parties
177.23
210055 12/6/2019 144163 NOEL PRODUCTIONS
1,050.00 OLD FASHIONED HOLIDAY REINDEER 307424 120819 3027.632012/4/2019 Instructors Holz Farm
1,050.00
210056 12/6/2019 143383 OERTEL ARCHITECTS
4,592.50 DESTALLPLAYDESIGNOERTEL 307281 19-38.1 2811.675112/5/2019 Design & Engineering (External Woodhaven Park
4,592.50
210057 12/6/2019 108599 OFFICE DEPOT, INC.
52.78 OFFICE SUPPLIES 307282 406486671001 2401.621012/5/2019 Office Supplies Gen/Adm-Central Services
205.11 OFFICE SUPPLIES 307283 406486998001 2401.621012/5/2019 Office Supplies Gen/Adm-Central Services
1.99 OFFICE SUPPLIES 307284 405600061001 0201.621012/5/2019 Office Supplies General & Admn-Admn
839.79 PAPER 307284 405600061001 0501.621012/5/2019 Office Supplies General & Admn-Finance
1.99 OFFICE SUPPLIES 307284 405600061001 3001.621012/5/2019 Office Supplies General/Admn-Recreation
11.99 P FLECK CALENDAR 307284 405600061001 0820.621012/5/2019 Office Supplies General/Admn-Housing
8.68 OFFICE SUPPLIES 307284 405600061001 0720.621012/5/2019 Office Supplies General Admin-Planning & Zonin
16.79 A GRIFFIN CALENDAR 307285 405607829001 0820.621012/5/2019 Office Supplies General/Admn-Housing
14.80 OFFICE SUPPLIES 307286 405614792001 0201.621012/5/2019 Office Supplies General & Admn-Admn
852.60 PAPER 307286 405614792001 0501.621012/5/2019 Office Supplies General & Admn-Finance
14.80 OFFICE SUPPLIES 307286 405614792001 3001.621012/5/2019 Office Supplies General/Admn-Recreation
3.23 OFFICE SUPPLIES 307287 405614792002 0201.621012/5/2019 Office Supplies General & Admn-Admn
2,024.55
210058 12/6/2019 109423 OFFICE TEAM
1,121.60 OFFICE TEMP HELP-CASEY 307288 54803813 6101.631012/5/2019 Professional Services-General Water -Administration
762.00 OFFICE TEMP HELP-GRAHAM 307289 54772574 6101.631012/5/2019 Professional Services-General Water -Administration
1,883.60
210059 12/6/2019 109138 PEARSON BROS., INC.
2,960.00 2019 FOGSEAL 307292 4754 9375.656512/5/2019 Seal Coating-Streets/Trails Major Street
2,960.00
210060 12/6/2019 100302 PETTY CASH-PARK & REC
350.00 TRAPP START UP CASH 307293 112619 9001.1030.412/5/2019 Change Cash - Warming Houses General Fund
350.00
210061 12/6/2019 153976 PITNEY BOWES PRESORT SERVICES INC
12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V
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210061 12/6/2019 153976 PITNEY BOWES PRESORT SERVICES INC Continued...
113.04 MAIL MACHINE INK 307294 1014400381 0401.621012/5/2019 Office Supplies General & Admn-City Clerk
113.04
210062 12/6/2019 144472 PRECISE MRM LLC
628.93 AVL 307295 200-1023561 0301.656912/5/2019 Maintenance Contracts IT-Gen & Admn
628.93
210063 12/6/2019 100361 R & R SPECIALTIES INC
195.00 BLADES SHARPENED 307296 0069167-IN 6602.623012/5/2019 Repair/Maintenance Supplies-Ge Equipment Repair & Maint.
195.00
210064 12/6/2019 143557 RANDSTAD (R)
1,427.12 EVID TECH 11/17-11/23/19 307297 R26023799 9695.656112/5/2019 Temporary Help-Labor/Clerical Dakota Co Drug Task Force
1,427.12
210065 12/6/2019 103065 ROTARY CLUB OF EAGAN
144.00 ROTARY 307298 2016-2294 1221.647712/5/2019 Local Meeting Expenses Administration-Fire
144.00 4TH QTR-HUTMACHER 307299 2016-2267 0720.647712/5/2019 Local Meeting Expenses General Admin-Planning & Zonin
288.00
210066 12/6/2019 149711 SAFE-FAST INC.
900.00 PPE HI-VIZ T-SHIRTS 307301 INV223842 6104.622212/5/2019 Medical/Rescue/Safety Supplies Safety
985.60 PPE HI-VIZ T-SHIRTS 307301 INV223842 6204.622212/5/2019 Medical/Rescue/Safety Supplies Safety
69.95-DEVON CLOTHING RETURN 307302 RET223573R 6401.211512/5/2019 Clothing Allowance Storm Sewer-Administration
1,815.65
210067 12/6/2019 100683 SAMS CLUB GECF
329.60 SUPPLIES 307336 000386-102119 6807.635712/6/2019 Advertising/Publication Fitness Center
11.96 APPLES 307337 007600-102219 3072.622712/6/2019 Recreation Equipment/Supplies CDBG - Youth
31.96 CAKES 307338 009412 6609.685512/6/2019 Merchandise for Resale Concession Sales/Vending
17.35 BANANA'S/CLEMENTINES/JUICE 307339 009487 3075.622712/6/2019 Recreation Equipment/Supplies CDBG - Teens
52.26 CRACKERS/CHEESE/SNACKS 307340 000013 3057.622712/6/2019 Recreation Equipment/Supplies Preschool Programs
27.81 CUPS/COFFEE 307341 007722 1101.621012/6/2019 Office Supplies General/Admn-Police
52.60 POP 307342 001030 6629.685512/6/2019 Merchandise for Resale Vending
13.38 SUPPLIES 307343 001540 3075.622712/6/2019 Recreation Equipment/Supplies CDBG - Teens
319.96 CANOPY 307344 009046-110619 1221.623412/6/2019 Field/Other Equipment Repair Administration-Fire
43.08 FORKS/CUPS/CAKE 307345 009646-110719 1101.621012/6/2019 Office Supplies General/Admn-Police
52.73 SUPPLIES 307346 009967 3075.622712/6/2019 Recreation Equipment/Supplies CDBG - Teens
1.72 PHOTOS 307347 000447 3057.622712/6/2019 Recreation Equipment/Supplies Preschool Programs
4.98 GRAPES/APPLES/CHEESE 307348 002484 3075.622712/6/2019 Recreation Equipment/Supplies CDBG - Teens
12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V
14Page -Council Check Register by GL
Check Register w GL Date & Summary
12/6/201912/2/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
210067 12/6/2019 100683 SAMS CLUB GECF Continued...
12.35 GRAPES/APPLES/CHEESE 307348 002484 3072.622712/6/2019 Recreation Equipment/Supplies CDBG - Youth
30.02 SUPPLIES 307349 000515 3001.647712/6/2019 Local Meeting Expenses General/Admn-Recreation
81.34 PLATES/COFFEE 307350 000883-111319 1101.621012/6/2019 Office Supplies General/Admn-Police
1,083.10
210068 12/6/2019 153932 SCHUETSKI, ANNE MARIE
30.59 TRAINING MEALS 307430 092719-1 1104.647612/5/2019 Conferences/Meetings/Training Patrolling/Traffic
30.59
210069 12/6/2019 143153 SCIPIONI, CHRISTINA
56.26 SCIPIONI, OCT MILEAGE 307303 103119 0401.635312/5/2019 Personal Auto/Parking General & Admn-City Clerk
41.76 SCIPIONI, NOV MILEAGE 307304 112219 0401.635312/5/2019 Personal Auto/Parking General & Admn-City Clerk
98.02
210070 12/6/2019 100187 SEH
468.86 307305 377270 6001.6310 AVERI12/5/2019 Professional Services-General Deerwood Antenna Location
558.79 307305 377270 6106.631012/5/2019 Professional Services-General Antenna
309.01 TELECOM 307306 377271 6007.6310 AVERI12/5/2019 Professional Services-General Sperry Antenna Location
1,129.37 TELECOM 307307 377272 6007.6310 AVERI12/5/2019 Professional Services-General Sperry Antenna Location
2,466.03
210071 12/6/2019 140064 SENTRY SYSTEMS INC.
68.01 DEC 2019 ALARM MONITORING 307308 13193902 9695.654012/5/2019 Alarm Monitoring Srv (DCDTF)Dakota Co Drug Task Force
68.01
210072 12/6/2019 146625 SHRED-IT USA
38.95 SHREDDING SERVICES 307309 8128641732 0501.645712/5/2019 Machinery & Equipment-Rental General & Admn-Finance
38.94 SHREDDING SERVICES 307309 8128641732 3001.645712/5/2019 Machinery & Equipment-Rental General/Admn-Recreation
77.89
210073 12/6/2019 101000 SLETTEDAHL, ERIK
12.96 JURY DUTY MILEAGE REIMB 307432 120319 9001.225012/5/2019 Escrow Deposits General Fund
12.96
210074 12/6/2019 124103 SOUTH EAST TOWING INC. (R)
235.00 19-IG-3038 TOWING 307310 218488 9695.658912/5/2019 Forfeiture Expenditures Dakota Co Drug Task Force
235.00 19-IG-3038 TOWING 307311 217344 9695.658912/5/2019 Forfeiture Expenditures Dakota Co Drug Task Force
470.00
210075 12/6/2019 155231 SPOHN, JAMES
12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V
15Page -Council Check Register by GL
Check Register w GL Date & Summary
12/6/201912/2/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
210075 12/6/2019 155231 SPOHN, JAMES Continued...
104.34 13252-OVRPMNT 4304 CLEMSON CIR 307312 110619 9220.225012/5/2019 Escrow Deposits Public Utilities
104.34
210076 12/6/2019 100203 STAR TRIBUNE
453.44 STAR TRIBUNE, PRE PAY 2020 307313 1083929-112519 9001.143112/5/2019 Prepaid Expenses - Current General Fund
453.44
210077 12/6/2019 155233 STARKEY, CLAUDINE
100.00 13252-OVRPMNT 4626 PARKRIDGE D 307314 110619 9220.225012/5/2019 Escrow Deposits Public Utilities
100.00
210078 12/6/2019 127800 SUPERIOR MECHANICAL COLLISION
99.99 UNIT 107 307316 0147905 9001.141512/5/2019 Inventory - Parts General Fund
1,620.00 INV TIRES SQUADS 307317 0148023 9001.141512/5/2019 Inventory - Parts General Fund
1,719.99
210079 12/6/2019 107312 SWEENEY, SEAN
30.00 TRAINING TRAVEL FEES 307429 112519 1104.647612/5/2019 Conferences/Meetings/Training Patrolling/Traffic
125.54 TRAINING MEALS 307429 112519 1104.647612/5/2019 Conferences/Meetings/Training Patrolling/Traffic
155.54
210080 12/6/2019 151851 SYSCO-MINNESOTA INC
1,035.63 CONCESSION RESALE 307318 247789966 6609.685512/5/2019 Merchandise for Resale Concession Sales/Vending
1,035.63
210081 12/6/2019 146840 TISOR, JEFF
1,950.00 TUITION REIMBURSEMENT 307319 112519 1001.647812/5/2019 Tuition and Book Reimbursement General/Admn-Human Resources
1,950.00
210082 12/6/2019 100475 TKDA
4,944.50 CONDITIONS ASSESSMENTS 307320 002019004537 9116.653512/5/2019 Other Contractual Services Cedar Grove Parking Garage
4,944.50
210083 12/6/2019 151005 TRANSMISSION SHOP INC
576.13 RO 1523 307321 225100 9001.141512/5/2019 Inventory - Parts General Fund
576.13
210084 12/6/2019 155501 TUIONE, TODD
139.96 CLOTHING ALLOWANCE - TUIONE 307322 110919 6101.211512/5/2019 Clothing Allowance Water -Administration
139.96
12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V
16Page -Council Check Register by GL
Check Register w GL Date & Summary
12/6/201912/2/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
210084 12/6/2019 155501 TUIONE, TODD Continued...
210085 12/6/2019 145249 ULLERY, KEN
600.00 12/8/19 HOLZ FARM HOLIDAY 307425 120819 3027.632012/4/2019 Instructors Holz Farm
600.00
210086 12/6/2019 119645 USA SAFETY SUPPLY CORPORATION
80.96 COAT FOR AMY R 307323 133530 0720.622412/5/2019 Clothing/Personal Equipment General Admin-Planning & Zonin
80.96
210087 12/6/2019 119217 VERIZON WIRELESS (R)
91.48 DEC 2019 CELL PHONE 307324 9842823523 9695.635512/5/2019 Cellular Telephone Service Dakota Co Drug Task Force
75.02 DEC 2019 CELL PHONE 307325 9842975488 9695.635512/5/2019 Cellular Telephone Service Dakota Co Drug Task Force
166.50
210088 12/6/2019 155236 WALLACE, BRETT
120.59 13252-OVRPMNT 1836 WALNUT LANE 307326 110619 9220.225012/5/2019 Escrow Deposits Public Utilities
120.59
210089 12/6/2019 151054 WINCAN LLC
1,500.00 CCTV ANNUAL SUBSCRIPTION 307328 3439 6240.627012/5/2019 Computer Software Sewer Main Inspection
1,500.00
210090 12/6/2019 150356 WOLD ARCHITECTS AND ENGINEERS
3,587.50 WOLD, 100% CONSTR ADMIN 307329 64210 9353.672012/5/2019 Project - Architect POLICE & CITY HALL REMODEL
2,260.69 WOLD, 95% CONST ADMIN 307330 64318 9353.672012/5/2019 Project - Architect POLICE & CITY HALL REMODEL
5,848.19
210091 12/6/2019 104542 WSB & ASSOCIATES, INC.
199.50 OHMANNPARKWSB 307331 R-011216-000-21 2849.675112/5/2019 Design & Engineering (External Ohmann Park
3,061.25 TRAPPBLDGWSB 307332 R-013080-000-9 2842.675112/5/2019 Design & Engineering (External Trapp Farm Park
3,260.75
210092 12/6/2019 101755 XCEL ENERGY
248.90 ELEC CABINET-NICOLS RD 307333 51-0010197923-4
-111919
6301.640612/5/2019 Electricity-Street Lights Street Lighting
248.90
210093 12/6/2019 101755 XCEL ENERGY
946.35 BURR OAK LIFT STATION 307334 51-0011013079-4
-112119
6439.640812/5/2019 Electricity-Lift Stations Lift Station Maintenanc/Repair
12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V
17Page -Council Check Register by GL
Check Register w GL Date & Summary
12/6/201912/2/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
210093 12/6/2019 101755 XCEL ENERGY Continued...
946.35
210094 12/6/2019 119221 XCEL ENERGY (R)
406.40 NOV 2019 ELECTRICITY 307335 51-4403417-1-11
2219
9695.640512/5/2019 Electricity Dakota Co Drug Task Force
406.40
20190205 12/6/2019 100249 FIT
89,475.75 POLICE AND FIRE HOLIDAY 2019 307359 120219 9880.201112/6/2019 Ded Payable - FIT Payroll
89,475.75
20190206 12/6/2019 100250 COMMISIONER OF REVENUE-PAYROLL
23,638.37 POLICE AND FIRE HOLIDAY 2019 307360 120219 9880.201212/6/2019 Ded Payable - SIT Payroll
23,638.37
20190207 12/6/2019 100253 MEDICARE
6,268.73 POLICE AND FIRE HOLIDAY 2019 307361 120219 9880.201512/6/2019 Ded Payable - Medicare Payroll
6,268.73
20190333 12/6/2019 100693 EAGAN PAYROLL ACCT
432,324.57 POLICE AND FIRE HOLIDAY 2019 307358 120119 9001.111512/6/2019 Claim on Cash General Fund
6,268.73 POLICE AND FIRE HOLIDAY 2019 307358 120119 9592.614412/6/2019 FICA Benefit Accrual
438,593.30
20194224 12/6/2019 100892 ICMA RETIREMENT TRUST
5,258.07 EMPLOYEE CONTRIBUTIONS 307353 120219 9592.203112/6/2019 Ded Pay - ICMA Benefit Accrual
5,258.07
20195214 12/6/2019 100283 BERKLEY ADMINISTRATORS
25,000.00 WC 307354 120319 9593.165012/6/2019 Worker's Comp Advance to DCA Workers' Compensation Self-In
25,000.00
20195669 12/6/2019 147907 SELECT ACCOUNT
4,564.43 FLEX REIMBURSEMENT 307355 120519 9592.221512/6/2019 Flex Plan Withholding Payable Benefit Accrual
4,564.43
20198025 12/6/2019 100694 PUBLIC EMPLOYEE RETIREMENT
48,852.63 POLICE AND FIRE HOLIDAY 2019 307357 434600-120219 9592.201312/6/2019 Ded Payable - PERA Benefit Accrual
73,279.04 POLICE AND FIRE HOLIDAY 2019 307357 434600-120219 9592.614312/6/2019 PERA - Police Benefit Accrual
122,131.67
12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V
18Page -Council Check Register by GL
Check Register w GL Date & Summary
12/6/201912/2/2019 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20198025 12/6/2019 100694 PUBLIC EMPLOYEE RETIREMENT Continued...
20198547 12/6/2019 151185 HEALTHPARTNERS INC
4,206.99 DENTAL CLAIMS REIMBURSEMENT 307356 120219 9594.615812/6/2019 Dental Insurance Dental Self-insurance
4,206.99
982,025.16 Grand Total Payment Instrument Totals
Checks 981,834.40
190.76A/P ACH Payment
Total Payments 982,025.16
12/5/2019City of Eagan 15:25:06R55CKS2LOGIS100
1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection.
12/6/201912/2/2019 -
Company Amount
511,706.7609001GENERAL FUND
5,284.5509116CEDAR GROVE PARKING GARAGE
1,314.3509197ETV
59,258.9709220PUBLIC UTILITIES
2,161.7909221CIVIC ARENA
4,307.3009222CASCADE BAY
2,320.4109223CENTRAL PARK /COMMUNITY CENTER
62,315.5009328PARK SYS DEV AND R&R
1,198.7609335EQUIPMENT REVOLVING
8,751.5609346FIRE APPARATUS REVOLVING
7,730.5109353POLICE & CITY HALL REMODEL
12,610.5009372REVOLVING SAF-CONSTRUCTION
2,960.0009375MAJOR STREET
138,222.9009592BENEFIT ACCRUAL
26,319.6609593WORKERS' COMPENSATION SELF-INS
4,206.9909594Dental Self-insurance
11,971.8009695DAK CO DRUG TASK FORCE
119,382.8509880PAYROLL
Report Totals 982,025.16
Agenda Information Memo
December 17, 2019, Eagan City Council Meeting
CONSENT AGENDA
D. Approve Contracts
Action To Be Considered:
To approve the ordinary and customary contracts listed below.
Facts:
The contracts listed below are in order for Council approval. Following approval,
the contracts will be electronically executed by the Mayor and City Clerk.
Contracts to be approved:
Grant Agreement with the Minnesota State Arts Board for community arts
programming
Sponsorship agreement with City County Credit Union for sponsorship of 2020
Movies in the Park
Agreement with AVI Systems, Inc. for Edit Suites 503 & 505
Agreement with AVI Systems, Inc. for new ETV studio cameras
Agreement with Apple Software for distribution of the ETV application for the
Apple App Store
Change order with Minnesota Media Arts for an extension of the timeframe to
complete the ETV video collection archiving and preservation planning project
Attachments: (0)
The contracts are available from the City Clerk’s Office.
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
CONSENT AGENDA
E.Approve Contract to Perform Financial Management Services for the Dakota County Drug Task
Force
Action to be considered:
To approve the contract to perform financial management services for the Dakota County Drug Task
Force.
Facts:
One municipality has always acted as the fiscal agent for the Dakota County Drug Task Force.
Eagan assumed this responsibility in 2005 and is responsible for bookkeeping, budgeting, and
grant administration.
The City and the Dakota County Drug Task Force entered into a written contract that addresses
responsibilities of both parties in 2014. That contract expires on 12/31/2019. Both parties wish
to continue the service relationship.
A copy of the contract is attached for the Mayor and City Clerk to endorse. The contract
documents the administrative functions the City has been providing tor the drug task force for
many years and fees paid for those services.
Attachments: (1)
CE-1 Contract
AGREEMENT BETWEEN
THE DAKOTA COUNTY DRUG TASK FORCE
AND THE CITY OF EAGAN
FOR FINANCIAL MANAGEMENT SERVICES
THIS AGREEMENT is made and entered into by and between the Dakota County Drug Task
Force (DCDTF) and the City of Eagan (Eagan), effective as of January 1, 2020.
WHEREAS, DCDTF is in need of financial management services to conduct its operations; and
WHEREAS, Eagan is willing to provide financial management services to DCDTF during the term
of this Agreement, subject to the terms and conditions provided herein;
NOW, THEREFORE, in consideration of the mutual promises and benefits that each party shall
derive from this Agreement, and other good and valuable consideration, receipt of which is hereby
acknowledged, the parties agree as follows:
ARTICLE I
SERVICES
Section 1.1 Scope of Work. Eagan shall provide services to DCDTF as specified in the Scope of Work
attached hereto as Exhibit "A" and incorporated herein.
Section 1.2 Accounts. Funds entrusted to Eagan by DCDTF pursuant to this Agreement will be held
in a separate account or accounts, and all interest earned on those accounts will be the property of
DCDTF.
Section 1.3 Accountability for Funds. All funds shall be accounted for according to generally accepted
accounting principles. DCDTF may request a report pertaining to the services provided by Eagan
pursuant to this Agreement. All pertinent books, records, documents, and accounting procedures and
practices shall be maintained by Eagan and made available to DCDTF, its members, and the State
Auditor upon reasonable notice and shall be retained in accordance with state law.
Section 1.4 Indemnification. DCDTF agrees to defend, indemnify and hold Eagan and its elected
officials, employees and agents harmless from all claims, demands, and causes of action of any kind or
character including the cost of defense thereof, resulting from the acts or omissions, including negligent
acts or omissions, of Eagan's elected officials, employees and agents in providing services under this
Agreement. Nothing in this Section is intended by the parties as a waiver of any liability limits or
immunities otherwise provided by law. The requirements and obligations of this Section shall survive the
expiration or earlier termination of this Agreement.
ARTICLE II
TERM OF AGREEMENT
Section 2.1 Term. Eagan shall provide services under this Agreement commencing on January 1,
2020, and continuing through December 31, 2024, unless this Agreement is terminated earlier as
permitted by Section 2.2.
Section 2.2 Termination. This Agreement may be terminated upon sixty (60) days written notice of
intent to terminate by either party, delivered to the other party.
Section 2.3 Distribution of Property. Upon termination of this Agreement, Eagan shall distribute to
DCDTF any property or money belonging to DCDTF.
ARTICLE III
COMPENSATION
Section 3.1 Compensation Formula. In consideration of Eagan's services under this Agreement,
DCDTF shall pay Eagan an annual amount equal to 25% Full Time Equivalent (FTE) of Eagan's
accountant position total compensation (salary, payroll taxes and benefits) as set forth in Eagan's fee
schedule.
Section 3.2 Notice of Annual Compensation Amount. On or before November 1 of each year, Eagan
shall determine 25% FTE of Eagan's accountant position compensation for the following year and provide
written notice to DCDTF of the annual compensation due under this Agreement for the following year.
Section 3.3 Payment Schedule. The annual compensation shall be paid by DCDTF to Eagan in four
equal installments on or before January 15, April 15, July 15 and October 15 of each year.
ARTICLE IV
CONTACTS
The contact persons for purposes of day-to-day operations and notifications are as follows:
DCDTF: City of Eagan
Capt. Christopher Melton, or Successor Tom Pepper, Finance Director
Commander 3830 Pilot Knob Road
PO Box 21304 Eagan, MN 55122
Eagan, MN 55121 Telephone: (651) 675-5017
Telephone: (651) 994-6221
IN WITNESS WHEREOF, the parties have executed this Agreement on the dates indicated below.
Approved as to form
Helen R. Brosnahan 10/24/19
Assistant County Attorney/Date
KS -19-462
2
DAKOTA COUNTY DRUG TASK FORCE
By:
Chair, Administrative Board
Date of Signature
CITY OF EAGAN
By:
Mike Maguire, Mayor
Date of Signature
By:
Christina M. Scipioni, Clerk
Date of Signature
EXHIBIT A
SCOPE OF WORK
Budget
Prepare grant, forfeiture and capital budgets annually.
Forecast expenses and revenues.
Monitor expenses and revenues, report non -minor budget variances to the DCDTF.
Suggest budget amendments.
Financial Statements
Annually prepare Financial Statements in accordance with generally accepted accounting
principles
Audit
Prepare all financial working papers for annual audit, including but not limited to:
Internal controls
Cash and investment
Pending forfeitures
Revenue and expense
Accounts receivable
Prepaid expenses
Accounts payable
Other liabilities
Capital assets
Non -monetary assets
Abandoned property
Confirmations
Assist with internal audits and audits performed by the state and other agencies.
Financial reporting
Prepare monthly financial reports.
Prepare quarterly reports to the State of Minnesota Office of Justice Programs.
Prepare annual Equitable Sharing Certification report to the Department of Justice.
Accounts Receivable:
Properly account for, record, manage, and collect receivables.
Process payments and deliver deposits to the bank.
Accounts Payable:
Receive and review vendor invoices, insure proper approval, coding, and payment on timely
basis.
Maintain all vendor files in accordance with records retention schedule.
Cash and Treasury Management:
Prepare bank reconciliation on a monthly basis
General account
Investment account(s)
Buy fund
Petty cash
Pending forfeitures account
Invest agency funds in accordance with state requirements.
Capital Assets:
Maintain capital assets records regarding acquisition, status, amortization and disposal
Forfeitures:
Report forfeitures to the State Auditor
Keep forfeitures master list
Deposit forfeitures cash additions
Track expenses reimbursable from forfeitures
Process forfeiture distributions
Financial Ledger:
Prepare all monthly, quarterly and annual journal entries.
Review general ledger activity for accuracy.
Miscellaneous:
Ikasisi with grant project BCcOiinuiiy.
Assist in compiling grant information.
Inform DCDTF about changes in laws affecting financial management.
Keep internal controls documentation up to date and ensure compliance with it.
Other:
Maintain all financial information in accordance with state approved records retention
schedule and regulations of other governing bodies.
Comply with Data Practices Laws.
Submit all financial reports to state agencies, including but not limited to the State Auditor's
Office.
4
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
CONSENT AGENDA
F.Accept Minnesota Department of Public Safety grant of $275,546 on behalf of Dakota
County Drug Task Force
Action To Be Considered:
To accept the 2020 Minnesota Department of Public Safety grant for $275,546 on behalf of the
Dakota County Drug Task Force.
Facts:
The Drug Task Force has received state and federal grant funds since its inception in 1988.
One municipality has always acted as its fiscal agency. The City of Eagan assumed this
responsibility in 2005. The City is responsible for bookkeeping, budgeting and grant
administration.
The State of Minnesota Office of Justice Programs has awarded the Drug Task Force
$275,546 for 2020.
The Dakota County Drug Task Force uses this funding to supplement the administration of
the unit.
A copy of the grant is attached for the Mayor and City Clerk to endorse.
Attachments: (1)
CG-1 Grant Agreement
Grant Agreement Page 1 of 3
Minnesota Department of Public Safety ("State")
Grant Program:
Commissioner of Public Safety
Violent Crime Enforcement Teams 2020
Office of Justice Programs
Grant Agreement No.:
445 Minnesota Street, Suite 2300
A-VCET-2020-EAGANCI-027
St. Paul, MN 55101-2139
Grantee:
Grant Agreement Term:
City of Eagan
Effective Date: 1/1/2020
3830 Pilot Knob Road
Expiration Date: 12/31/2020
Eagan, Minnesota 55122-1897
Grantee's Authorized Representative:
Grant Agreement Amount:
Tom Pepper, Director of Finance
Original Agreement $275,546.00
City of Eagan
Matching Requirement $0.00
3830 Pilot Knob Road
Eagan, Minnesota 55122-1897
(651) 675-5017
State's Authorized Representative:
Federal Funding: CFDA 16.738
Kristin Lail, Grants Specialist Coordinator
State Funding: None
Office of Justice Programs
Special Conditions: Attached and incorporated into
Bremer Tower, Suite 2300 445 Minnesota Street
this grant agreement. See page 3.
St Paul, Minnesota 55101
(651) 201-7322
Under Minn. Stat. § 299A.01, Subd 2 (4) the State is empowered to enter into this grant agreement.
Term: Effective date is the date shown above or the date the State obtains all required signatures under Minn.
Stat. § 16B.98, subd. 7, whichever is later. Once this grant agreement is fully executed, the Grantee may claim
reimbursement for expenditures incurred pursuant to the Payment clause of this grant agreement.
Reimbursements will only be made for those expenditures made according to the terms of this grant agreement.
Expiration date is the date shown above or until all obligations have been satisfactorily fulfilled, whichever occurs
first.
The Grantee, who is not a state employee will:
Perform and accomplish such purposes and activities as specified herein and in the Grantee's approved Violent
Crime Enforcement Teams 2020 Application ("Application") which is incorporated by reference into this grant
agreement and on file with the State at 445 Minnesota Street, Suite 2300, St. Paul, Minnesota 55101-2139. The
Grantee shall also comply with all requirements referenced in the Violent Crime Enforcement Teams 2020
Guidelines and Application which includes the Terms and Conditions and Grant Program Guidelines
(https://app.dps.mn.gov/EGrants), which are incorporated by reference into this grant agreement.
Budget Revisions: The breakdown of costs of the Grantee's Budget is contained in Exhibit A, which is attached
and incorporated into this grant agreement. As stated in the Grantee's Application and Grant Program Guidelines,
the Grantee will submit a written change request for any substitution of budget items or any deviation and in
accordance with the Grant Program Guidelines. Requests must be approved prior to any expenditure by the
Grantee.
Matching Requirements: (If applicable.) As stated in the Grantee's Application, the Grantee certifies that the
matching requirement will be met by the Grantee.
DPS Grant Agreement non -state (04/14)
Grant Agreement Page 2 of 3
Payment: As stated in the Grantee's Application and Grant Program Guidance, the State will promptly pay the
Grantee after the Grantee presents an invoice for the services actually performed and the State's Authorized
Representative accepts the invoiced services and in accordance with the Grant Program Guidelines. Payment
will not be made if the Grantee has not satisfied reporting requirements.
Certification Regarding Lobbying: (If applicable.) Grantees receiving federal funds over $100,000.00 must
complete and return the Certification Regarding Lobbying form provided by the State to the Grantee.
1. ENCUMBRANCE VERIFICATION
3. STATE AGENCY
Individual certifies that funds have been encumbered as
required by Minn. Stat. §§ 16A.15 and 16C.05.
Signed:
(with delegated authority)
Signed:
Title:
Date:
Date:
Grant Agreement No. A-VCET-2020-EAGANCI-027 / 3-63880
2. GRANTEE
The Grantee certifies that the appropriatepersonts)
have executed the grant agreement on behalf of the Grantee
as required by applicable articles, bylaws, resolutions, or ordinances.
Signed:
Print Name:
Title:
Date:
Signed:
Print Name:
Distribution: DPS/FAS
Title:
Grantee
State's Authorized Representative
Date:
DPS Grant Agreement non -state (04/14)
Grant Agreement Page 3 of 3
Special Conditions
1. Time limitations on funding use:
$113,174.83 is available from January 1, 2020 through September 30, 2020.
$162,371.17 is available from January 1, 2020 through December 31, 2020.
DPS Grant Agreement non -state (04/14)
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Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
CONSENT AGENDA
G. Contract 19-03, Surrey Heights Drive / Donald Avenue
Streets and Utilities Rehabilitation
Action To Be Considered:
Approve the final payment for Contract 19-03 (Surrey Heights Drive / Donald Avenue –
Streets and Utilities Rehabilitation) in the amount of $118,803.95 to Ryan Contracting Co.
and accept the improvements for perpetual City maintenance subject to warranty
provisions.
Facts:
➢ Contract 19-03 provided for the street and utilities rehabilitation as outlined and
discussed in the respective Feasibility Reports for each of the following projects:
o Surrey Heights Drive – Project No. 1310
o Donald Avenue – Project No. 1311,
as programmed for 2019 in the City’s 5-Year Capital Improvement Program (2019-
2023) and authorized by the City Council on June 5, 2018.
➢ On May 21, 2019, the City Council awarded the contract to Ryan Contracting Co.
for the base bid of $2,026,475.00.
➢ The City Council approved three change orders for the contract which provided
for an addition cost of $12,535.12. Additional costs were also related to minor
over runs of approved bid quantities for various materials.
➢ With the approval of the final payment, the total amount paid is 1.0% more than
the sum of the original contract and approved change orders.
➢ These improvements have been completed, inspected by representatives of the
Public Works Department (Engineering Division), and found to be in order for
favorable Council action of final payment and acceptance for perpetual
maintenance subject to warranty provisions.
Attachments (1)
CG-1 Payment Summary
Project 1310 – Surrey Heights Drive
Project 1311 – Donald Avenue
Street & Utilities Rehabilitation
City Contract 19-03
Original Contract Amount $ 2,026,475.00
Change Order No. 1 $ 2,580.12
Change Order No. 2 $ 5,040.00
Change Order No. 3 $ 4,915.00
Value Completed to Date $ 2,059,709.98
Amount Previously Paid $ 1,940,906.03
Final Payment $ 118,803.95
Amount over Awarded Contract + Change Orders $ 20,699.86
Percent over Awarded Contract + Change Orders 1.0%
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
CONSENT AGENDA
H. Project 1372, Vienna Woods
Street Improvements
Action To Be Considered:
Receive the Draft Feasibility Report for Project 1372 (Vienna Woods - Street
Improvements) and schedule a public hearing to be held on January 21, 2020.
Facts:
➢ On June 4, 2019, the City Council directed staff to prepare a feasibility report
considering the rehabilitation of the Vienna Woods neighborhood, residential
streets in southwest Eagan, located south of Cliff Road and northwest of I-35E.
➢ A structural mill and overlay of these streets are programmed for 2020 in the City of
Eagan’s 5-Year CIP (2020-2024).
➢ A draft Feasibility Report has been prepared and is being presen ted to the Council
for their consideration of scheduling a public hearing for Tuesday, January 21, 2020.
➢ An informational neighborhood meeting will be held with the adjacent property
owners prior to the formal public hearing to review and discuss the propo sed
improvements.
Attachments (1)
CH-1 Draft Feasibility Report
Report for
Vienna Woods
Neighborhood Street Revitalization
City Project No. 1372
January 21, 2020
9
EAGAN
Report for
Vienna Woods
Neighborhood Street Revitalization
City Project No. 1372
January 21, 2020
9
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: January 21, 2020
Re: Vienna Woods Street Revitalization
City Project No.: 1372
Attached is the feasibility report for the Vienna Woods Street Revitalization, City Project No.
1372. The report presents and discusses the proposed improvements and includes a cost
estimate, preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
ron Nelson
Date: Reg. No. 45795
Reviewed By:
Department of Public Works Date:
Reviewed By:
Finance Department Date:
EAGAN
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: January 21, 2020
Re: Vienna Woods Street Revitalization
City Project No.: 1372
Attached is the feasibility report for the Vienna Woods Street Revitalization, City Project No.
1372. The report presents and discusses the proposed improvements and includes a cost
estimate, preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
ron Nelson
Date: Reg. No. 45795
Reviewed By:
Department of Public Works Date:
Reviewed By:
Finance Department Date:
TABLE OF CONTENTS
ExecutiveSummary..................................................................................................... 1
Introduction/History..................................................................................................... 2
Scope...........................................................................................................................3
AreaTo Be Included.....................................................................................................3
StreetPavement Evaluation.........................................................................................3
ProposedImprovements..............................................................................................4
Easements/Permits......................................................................................................5
Feasibility/Recommendations......................................................................................6
CostEstimate...............................................................................................................6
Assessments................................................................................................................6
Assessment Financing Options.....................................................................................8
RevenueSource...........................................................................................................8
ProjectSchedule..........................................................................................................9
LIST OF APPENDICES
Appendix A
Preliminary Cost Estimate
Appendix B
Preliminary Assessment Roll
Appendix C
Figures - 1 Location Map
- 2 Street Improvement/Assessment Area Map
- 3 Typical Section — Mill & Overlay
Executive Summary
Background
Project Name
Vienna Woods
Project #
1372
Street Area
30,436 Sq. Yds.
Street Length
9,067 Feet
Scope o Sanitary/Storm sewer
Utility Improvements $ 45,600
Constructed
1980
Total $ 612,300
Kings Road
Residential Lots/Units
1986 (Kings Rd & Vienna Ln)
Overlayed
2000
units)
Oak Way
Neighborhood Park
Pink Oak Drive
• Utility Improvements
Commercial/Industrial
Crack Sealed
-
Streets Included
Viburnum Trail
Vienna Lane
Seal Coated
2006, 2013
E % of Section 31
South of Cliff Road
Absolute Location
Relative Location
Township 27, Range 23
North of 1-35E
Project Details
• Roadway resurfacing (Full width mill &
1-1/2" overlay)
• Replacement of damaged curb & gutter
PCI Rating
52/100
Recommended
Improvement
Resurface
Curb Removal
11%
• Adjustment/Replacement of:
Scope o Sanitary/Storm sewer
Utility Improvements $ 45,600
-
$ 45,600
Total $ 612,300
o Utility castings
Residential Lots/Units
165 lots (170
o Water gate valves
units)
o Street signage
Neighborhood Park
1
• Utility Improvements
Commercial/Industrial
1
Cost Estimate/ Revenue
Vienna Woods
1
Property
City
Mill & Overlay w/ Signage $ 407,800
$ 190,120
$ 217,680
Repair Existing Concrete Curb & Gutter $ 158,900
-
$ 158,900
Utility Improvements $ 45,600
-
$ 45,600
Total $ 612,300
$ 190,120 (31%)
$ 422,180 (69%)
Vienna Woods
1
January 7, 2020
Neighborhood Street Revitalization
Vienna Woods
Eagan, Minnesota
Introduction/ History
Pavement Management - As a part of Eagan's Pavement Management Program (PMP), the City
evaluates streets within the community throughout their life cycle and implements appropriate
maintenance strategies. In 1989, a Pavement Management System (PMS) was developed that
allowed the City to evaluate the condition of the existing pavement surface for all the streets on
a routine basis and schedule timely maintenance. A Five -Year Capital Improvement Program
(CIP) for street rehabilitation is developed from this information.
The 9,067 feet of residential streets in Vienna Woods neighborhood in southwest Eagan has
been identified for 2020 street revitalization improvements. Figure 1, located in Appendix C,
illustrates the project location. The streets were originally constructed in 1980 and 1986 and
were overlayed in 2000.
Based on the data and engineering strategies available at this time, the City's current PMP
incorporates local and ongoing maintenance strategies with seal coating occurring as needed
(approximately 3 years after paving) and a bituminous overlay at approximately 20+ years.
Overlaying the roads located within the project area, which are currently in the 20 -year time
frame, will prevent further decay of the pavement surface, thus protecting and extending the
structural life of the street.
Timely maintenance work, such as bituminous patching, crack sealing and seal coating have
occurred at appropriate intervals during the life of the pavement in the area. The City of
Eagan's maintenance records indicate that the streets were seal coated in 2006 and 2013.
The Public Works maintenance program typically includes extensive patching and crack sealing
during the summer prior to the overlay. The Public Works crews, as part of the Preparatory
Pavement Management Plan, removed and replaced deteriorated pavement areas and placed
leveling and maintenance overlays on portions of the streets under consideration, where
necessary. These repairs alone will not substantially extend the life expectancy of the street
section if not combined with the bituminous overlay proposed with this project.
Infrastructure Review - The Public Works Department has also inspected the utility
infrastructure (sanitary sewer, water main, and storm sewer pipes and other structures) in the
Vienna Woods
2
project area and determined the underground systems are generally in good working order and
that no major repairs are necessary.
To provide a comprehensive review of the project area, the condition and coverage of other
infrastructure items maintained by the City and other public agencies within the public right-of-
way and easements such as street lights, utility boxes, and above ground storm water
ponds/access, and pedestrian features were evaluated. The rehabilitation of City -maintained
items is included in this project, if needed.
Sco
This project will provide resurfacing (full width edge mill & overlay) for approximately 9,067
feet of roadway. Figure 2 in Appendix C illustrates the project limits.
Included in this project are the following improvements; replacement of damaged curb and
gutter, adjustments and/or replacement to sanitary/storm sewer utility castings, water gate
valves, utility improvements, and replacement of street signage.
Area to Be Included
Properties included in the project lie within the E %, Section 31, lying South of Cliff Road, North
of 1-35E, in Township 27, Range 23, in the City of Eagan, Dakota County, Minnesota.
Street Pavement Evaluatio
The City of Eagan's Pavement Management System allows the City to evaluate the condition of
the existing street surface to help schedule timely maintenance and improvements. The
Pavement Condition Index (PCI) ranks the surface condition for each street. The general
categories that define PCI rankings are as follows:
PCI
Recommended Improvement
56-100
Routine Maintenance/Crack Seal/Seal Coat
36-55
Patch/Repair and/or Overlay
0-35
Reconstruct/ Reclaim
The 2019 PCI rankings for the street segments have a weighted average pavement condition
rating of 52, which falls in the "Patch/Repair and/or Overlay" category, as mentioned above.
The street pavement has reached an age where, based on the City's past experience, the
integrity of the pavement can rapidly decline if no improvements are performed. Therefore, the
2020 construction season is the optimal time to construct the bituminous overlay on this street.
Any delay of the project may reduce the structural benefit to the street sections and require
more substantial rehabilitation.
Vienna Woods
3
Proposed Improvements
Pavement - The proposed street
improvements shown in Figure 3. The
existing street section for this roadway
consists of 3" bituminous pavement
supported by 6" gravel base. The
existing bituminous surface will be
milled across its entire width to
accommodate a 1% -inch bituminous
overlay. The overlay, combined with the
existing street section, will provide a
street section consistent with current
City standards for residential streets.
The combination of patching and
overlay will not eliminate cracking due
to the temperature extremes experienced in Minnesota. Bituminous overlays will show some
continued frost movements and reflective cracking consistent with the underlying pavement.
Routine maintenance will still need to continue under the City's Pavement Management
Program.
Concrete curb & gutter - Damaged curb &
gutter will be replaced if severely cracked,
spalled, or settled. It is estimated that
approximately 11% of the existing concrete
curb and gutter will have to be replaced.
Boulevard turf will be removed and replaced
with seed. While the contractor who performs
the work is responsible for its establishment
(45 days for seed), adjacent property owners
are encouraged to consistently water the new
turf, where possible, to help ensure its growth.
Utility Adjustment/Replacement — Sanitary/storm sewer manholes, catch basins, and gate
valves will be adjusted, repaired, or replaced based on the condition of castings and supporting
structures. Such repairs to the storm sewer, sanitary sewer, and water main infrastructures
ensure quick and easy access by the City for maintenance and other purposes. There are a
number of storm sewer structures that require replacement due to deterioration. These utility
improvements will be financed through the Combined Utility Fund.
Vienna Woods
4
Signage - Traffic and street identification signage within the project limits have
reached the end of their useful life expectancy and are in need of replacement.
Signs have been reviewed for compliance with the Minnesota Manual on
Uniform Traffic Control Devices (MnMUTCD). Those that are required by the
MnMUTCD will be replaced to improve safety and night time visibility, and
those that are not will be permanently removed.
Street Lights—The street lights in the project area (maintained by Dakota
Electric Association) are in good condition and provide adequate coverage. No modifications to
the existing street lights are proposed.
Complete Streets — "Complete Streets" is a transportation and design approach that plans,
designs, operates, and maintains streets in a means to enable safe, convenient and comfortable
travel and access for users of all ages and abilities regardless of their mode of transportation.
Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding
public transportation, or delivering goods.
In 2010, the State of Minnesota adopted a Complete Streets policy, which encourages, but does
not require local governments to adopt this policy. The MN Department of Transportation has
published a Complete Streets Guidelines for Local Agencies Resource Guide (Feb. 2013).
The streets in this neighborhood were reviewed to determine if additional Complete Streets
opportunities are available and/or feasible. The streets are relatively narrow at 32 feet wide,
have low traffic volumes, limited access points. Given the existing and proposed elements
available for all users, the streets in this neighborhood meet the intent of the complete streets
guidelines.
Easement/Permits
All work will be in the public right-of-way. No additional easements are anticipated. It is
anticipated that no permits will be required for the resurfacing project.
Vienna Woods
5
Feasibility and Recommendations
The mill and overlay project is necessary to maintain and enhance the structural integrity of the
pavement section, create a safer driving surface, and increase rideability.
It is cost effective in that the proposed improvement (resurfacing) is considerably less
expensive than complete reconstruction of this street. The mill and overlay is feasible in that
this type of improvement has been used successfully to extend the life expectancy of numerous
other streets throughout the City and the region.
This project is in accordance with the Five -Year Capital Improvement Plan (2020 — 2024) for the
City of Eagan and the schedule as outlined in the Pavement Management Program. It is
recommended that the project be constructed as proposed in this report in combination with
other similar projects in the area.
Cost Estimate
Detailed cost estimates are located in Appendix A. The estimates are based on anticipated
2019 construction costs and include a 5% contingency and indirect cost of 25%, which include
legal, administration, engineering, and bond interest. A summary of the costs is as follows:
Vienna Woods
• Mill & Overlay........................................................................ $ 407,800
• Repair Existing Concrete Curb & Gutter ................................ $ 158,900
• Utility Improvements ............................. 45,60
................................
Total........................................................................... $ 612,300
Assessments
Assessments are proposed to be levied against the benefited properties for the total
improvement with costs allocated in accordance with the City of Eagan's Special Assessment
Policy for a mill and overlay improvement for residential streets. All assessments will be revised
based on final costs. A preliminary assessment roll is included in Appendix B.
City Special Assessment Policy
Mill & Overlay - Low -Density Residential (R-1,2,3)
Mill & Overlay— Neighborhood Parks
Mill & Overlay— Commercial/ Industrial
Repair Existing Concrete Curb & Gutter
Utility Improvements
Vienna Woods
6
Assessment Ratio
Property City
50% 50%
50% 50%
100% -
100%
100%
Residential Lots — All residential lots and twin home units (170 total) as shown on Figure 2,
having driveway or private street access on to the street to be improved are proposed to be
assessed. The City's Assessment Policy states that 50% of the mill and overlay costs are
assessable for local residential streets, based on a standard 32 -foot width. The estimated cost
per residential unit, based on the City's Assessment Policy, is $1,060/ lot/unit and is calculated
as follows:
Mill & Overlay - Residential Properties
o 16,005' Residential Frontage / 18,134' Total Frontage = 88.2%
o $407,800 (Mill & Overlay Costs) x 50% x 88.2% = $179,840 (Total R-1
Assessment)
o $179,840 / 170 lots = $1,057.88, rounded to $1,060 / R-1 lot/unit
Neighborhood Park Parcels - All neighborhood park parcels (1 park parcel) as shown on Figure
2, adjacent to a street to be improved, are proposed to be assessed. The City's Assessment
Policy states that 50% of the mill and overlay costs are assessable for local residential streets,
based on a standard 32 -foot width. The estimated cost per front -foot, based on the City's
Assessment Policy, is $11.25 / Neigh. Park F.F. and is calculated as follows:
• Total Front Feet (F.F.) = 18,134 F.F.
• Neighborhood Park street frontage = 450 F.F., 32' f -f width
Mill & Overlay — Neighborhood Park Properties
o $407,800 (Mill & Overlay Costs) / 18,134' Total Frontage= $22.50
o $22.50 x 50% (assessment rate) = $11.25 / Neigh. Park F.F.
o Total assessment: $11.25 F.F. x 450 F.F. = $5,062.50, rounded to $5,060.
Commercial/Industrial Parcels - All Commercial/Industrial parcels (1 parcel) as shown on Figure
2, adjacent to a street to be improved, are proposed to be assessed. The City's Assessment
Policy states that 100% of the mill and overlay costs are assessable for local residential streets.
The estimated cost per front -foot, based on the City's Assessment Policy, is $22.50 / C/I F.F.
and is calculated as follows:
• Total Front Feet (F.F.) = 18,134 F.F.
• Commercial/Industrial street frontage = 216 F.F., 32' f -f width
Mill & Overlay — C/I Properties
o $407,800 (Mill & Overlay Costs) / 18,134' Total Frontage= $22.50
o $22.50 x 100% (assessment rate) = $22.50 / C/I F.F.
o Total assessment: $22.50 F.F. x 216 F.F. = $4,860.
Vienna Woods
7
The remaining frontage within the project area (1,463' or 8.1%) is considered non- assessable
under the City's Assessment Policy.
Assessment Financing Options
The property owner will have the option at the time of the assessment hearing to pay the full
assessment or include the assessment in with their property tax statement. If the assessment is
included with the property tax statement, the assessment and interest will be spread over five
years for residential owners, and 10 years for Commercial/Industrial properties. In 2019, the
interest rate was set at 4%. The 2020 rate is not yet available however, it is expected to be
comparable and based on City policy will be determined by the City Council in the spring. The
following payment schedule is an example of a residential lot assessment of $1,060, and a
$4,860 C/I assessment, with an estimated 4% interest for the assessed amounts, and assumes
14 months interest for the first year:
F15t Year
5th Year
j
11 Year —�—
( 10th Year
$1,060 R-1 Assessment
I Principal/ Year Interest /Year I Cost / Year
$212
$212
$49 $261
r-$8 - -----[ $220 —
I
$4,860 C/I Assessment
Principal /Year interest/Year Cost/ Year
$486
$486
—� $227
�i $19 —.
Bonds may be issued to finance the improvements.
Revenue Source
A summary of revenue sources is listed below:
$713
$505_..._.-__.._.__--_-___
The Major Street Fund will finance the estimated street related project deficit of $376,580.
The Combined Utility Fund will finance the estimated $45,600 utility improvements.
Vienna Woods
8
Project
Cost
Property
Assessment
City
Contribution
Mill and Overlay (Including
Signage)
$ 407,800
$ 190,120
$ 217,680
Repair Existing Curb & Gutter
$ 158,900
-
$ 158,900
Utility Improvements
$ 45,600
-
$ 45,600
Totals
$ 612,300
$ 190,120 (31%)
$ 422,180 (69%)
The Major Street Fund will finance the estimated street related project deficit of $376,580.
The Combined Utility Fund will finance the estimated $45,600 utility improvements.
Vienna Woods
8
Project Schedule
Present Feasibility Report to City Council/
Order Public Hearing..............................................................................December 17, 2019
Informational Meeting...............................................................................January 13, 2020
Public Hearing...............................................................
.............January 21, 2020
Approve Plans and Specifications............................................................ February 18, 2020
BidDate........................................................................................................ March 17, 2020
Award Contract.................................................................................................April 7, 2020
Start Construction.............................................................................................
May 1, 2020
Project Completion...........................................................................................
August 2020
Final Cost Report.........................................................................................September
2020
Final Assessment Hearing......................................................................................Fall,
2020
First Payment Due with Property Tax Statement
........................................... May 15, 2021
Vienna Woods
9
Appendix A
Preliminary Cost Estimate
City Project 1372 Vienna Woods
Part I - Bituminous Street Overlay
2021.501
Mobilization
2104.505
Remove Bituminous Pavement
2232.501
Item No.
Item
Unit
Unit Price
Qty
Estimated Cost
SP WEA340B Wearing Course Mixture (Patch)
2504.602
Adjust Gate Valve Box
2506.602
Adjust Frame and Ring Casting (Manhole)
2563.601
Part I - Bituminous Street Overlay
2021.501
Mobilization
2104.505
Remove Bituminous Pavement
2232.501
Mill Bituminous Pavement - Full Width (1-1/4" Depth)
2357.502
Bituminous Material for Tack Coat
2360.501
SP WEA340B Wearing Course Mixture (Overlay)
2360.501
SP WEA340B Wearing Course Mixture (Patch)
2504.602
Adjust Gate Valve Box
2506.602
Adjust Frame and Ring Casting (Manhole)
2563.601
Traffic Control
SP -1
Signage Remove and Replace
Subtotal
5% Contingency
Subtotal
25% Indirect Costs
Part I - Bituminous Street Overlay
LS
$
8,000.00
1
$
8,000.00
SY
$
6.00
300
$
1,800.00
SY
$
2.00
31816
$
63,632.00
GAL
$
3.50
2068
$
7,238.00
TON
$
62.00
2950
$
182,900.00
TON
$
115.00
75
$
8,625.00
EA
$
250.00
7
$
1,750.00
EA
$
800.00
37
$
29,600.00
LS
$
4,000.00
1
$
4,000.00
LS
$
3,185.00
1
$
3,185.00
20
$
680.00
2531.501
$
310,730.00
$ 15,536.50
$ 326,266.50
$ 81,566.63
$ 407,833.13
Part II - Repair Existing Curb & Gutter
$
121,075.00
5% Contingency
$
Item No.
Item
Unit
Unit Price
Qty
Estimated Cost
2095
$
20,950.00
2104.505
Remove Concrete Driveway /Valley Gutter
SY
Part II - Repair Existing Curb & Gutter
$
121,075.00
5% Contingency
$
6,053.75
2104.501
Remove Concrete Curb and Gutter
LF
$
10.00
2095
$
20,950.00
2104.505
Remove Concrete Driveway /Valley Gutter
SY
$
15.00
13
$
195.00
2105.501
Common Excavation
CY
$
45.00
10
$
450.00
2211.501
Aggregate Base, Cl. 5 (100% Crushed)
TON
$
30.00
20
$
600.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
90
$
10,350.00
2504.602
Irrigation Repair
EA
$
325.00
10
$
3,250.00
2531.501
Concrete Curb and Gutter, B618
LF
$
34.00
20
$
680.00
2531.501
Concrete Curb and Gutter, D412
LF
$
30.00
2075
$
62,250.00
2531.507
Concrete Valley Gutter- High Early
SY
$
90.00
13
$
1,170.00
2540.602
Repair Underground Electric Fence
EA
$
100.00
10
$
1,000.00
2540.602
Repair Landscaping
EA
$
250.00
5
$
1,250.00
2572.503
Application of Water for Turf Establishment
GAL
$
0.15
42300
$
6,345.00
2573.530
Storm Drain Inlet Protection
EA
$
175.00
28
$
4,900.00
2575.550
Boulevard Topsoil Borrow —MnD0T3877-2F
CY
$
80.00
52
$
4,160.00
2575.609
Seeding (MnDOT 270 w/Type 5 Hydromulch)
SY
$
7.50
470
$
3,525.00
Subtotal
$
121,075.00
5% Contingency
$
6,053.75
Subtotal
$
127,128.75
25% Indirect Costs
$
31,782.19
Part II - Repair Existing Curb & Gutter
$
158,910.94
Item No. Item Unit Unit Price Estimated Cost
Vienna Woods
10
Subtotal
$
34,700.00
5% Contingency
Est
Qty
1,735.00
Subtotal
Part III - Utility Improvements
36,435.00
25% Indirect Costs
$
9,108.75
Part III - Utility Improvements
$
2504.602
Repair Gate Valve Mid Section
EA
$
500.00
4
$
2,000.00
2504.602
Repair Gate Valve Top Section w/Cover
EA
$
500.00
7
$
3,500.00
2506.602
Remove & Replace Frame & Ring Casting (27")
EA
$
1,250.00
2
$
2,500.00
2506.602
Adjust Frame & Ring Casting (CB) HDPE Rings
EA
$
700.00
6
$
4,200.00
2506.602
Remove & Replace Casting 3067V (Catch Basin)
EA
$
1,000.00
22
$
22,000.00
2506.602
Repair/ Grout CB or MH Invert/ Doghouses
EA
$
500.00
1
$
500.00
Subtotal
$
34,700.00
5% Contingency
$
1,735.00
Subtotal
$
36,435.00
25% Indirect Costs
$
9,108.75
Part III - Utility Improvements
$
45,543.75
Part I - Bituminous Street Overlay
$
407,833.13
Part II - Repair Existing Curb & Gutter
$
158,910.94
Part III - Utility Improvements
$
45,543.75
Project 1372 Total Cost
$
612,287.81
Vienna Woods
11
Appendix 8
Preliminary Assessment Roll
City Project #1372 Vienna Woods
Vienna Woods
12
Pin Oak Dr
R-1 Residential
P.I.N.
# of Lots
Lot
Equivalent
Unit Assessment
Total
2017 Pin Oak Dr
106275001022
1
1
$
1,060
$
1,060
2019 Pin Oak Dr
106275001021
1
1
$
1,060
$
1,060
2021 Pin Oak Dr
106275001032
1
1
$
1,060
$
1,060
2023 Pin Oak Dr
106275001031
1
1
$
1,060
$
1,060
2025 Pin Oak Or
106275001042
1
1
$
1,060
$
1,060
2027 Pin Oak Dr
106275001041
1
1
$
1,060
$
1,060
2029 Pin Oak Dr
106275001052
1
1
$
1,060
$
1,060
2031 Pin Oak Dr
106275001051
1
1
$
1,060
$
1,060
2033 Pin Oak Dr
106275001062
1
1
$
1,060
$
1,060
2035 Pin Oak Dr
106275001061
1
1
$
1,060
$
1,060
2041 Pin Oak Dr
108195001160
1
1
$
1,060
$
1,060
2047 Pin Oak Dr
108195001150
1
1
$
1,060
$
1,060
2053 Pin Oak Dr
108195001140
1
1
$
1,060
$
1,060
2059 Pin Oak Dr
108195001130
1
1
$
1,060
$
1,060
2065 Pin Oak Dr
108195001120
1
1
$
1,060
$
1,060
2071 Pin Oak Dr
108195001110
1
1
$
1,060
$
1,060
2077 Pin Oak Dr
108195001100
1
1
$
1,060
$
1,060
2083 Pin Oak Dr
108195001090
1
1
$
1,060
$
1,060
2089 Pin Oak Dr
108195001080
1
1
$
1,060
$
1,060
2091 Pin Oak Dr
108195001070
1
1
$
1,060
$
1,060
2097 Pin Oak Dr
108195001060
1
1
$
1,060
$
1,060
2103 Pin Oak Dr
108195001050
1
1
$
1,060
$
1,060
2109 Pin Oak Dr
108195001040
1
1
$
1,060
$
1,060
2117 Pin Oak Dr
108195001030
1
1
$
1,060
$
1,060
2121 Pin Oak Dr
108195001020
1
1
$
1,060
$
1,060
2129 Pin Oak Dr
108195001010
1
1
$
1,060
$
1,060
2116 Pin Oak Dr
108195003010
1
1
$
1,060
$
1,060
2108 Pin Oak Dr
108195003020
1
1
$
1,060
$
1,060
2102 Pin Oak Dr
108195003030
1
1
$
1,060
$
1,060
2098 Pin Oak Dr
108195003040
1
1
$
1,060
$
1,060
2094 Pin Oak Dr
108195003050
1
1
$
1,060
$
1,060
2090 Pin Oak Dr
108195003060
1
1
$
1,060
$
1,060
2082 Pin Oak Dr
108195003070
1
1
$
1,060
$
1,060
2076 Pin Oak Dr
108195003080
1
1
$
1,060
$
1,060
2070 Pin Oak Dr
108195003090
1
1
$
1,060
$
1,060
2064 Pin Oak Dr
108195003100
1
1
$
1,060
$
1,060
2044/2042 Pin Oak Or
108195005010
1
2
$
1,060
$
2,120
Subtotal
37
38
$
40,280
Vienna Woods
12
Vienna Woods
13
Vienna Ln
R-1 Residential
P.I.N.
# of Lots
Lot
Equivalent
Unit Assessment
Total
2005 Vienna Ln
106275003012
1
1
$
1,060
$
1,060
2007 Vienna Ln
106275003011
1
1
$
1,060
$
1,060
2009 Vienna Ln
106275003021
1
1
$
1,060
$
1,060
2011 Vienna Ln
106275003022
1
1
$
1,060
$
1,060
2013 Vienna Ln
106275003031
1
1
$
1,060
$
1,060
2015 Vienna Ln
106275003032
1
1
$
1,060
$
1,060
2017 Vienna Ln
106275003041
1
1
$
1,060
$
1,060
2019 Vienna Ln
106275003042
1
1
$
1,060
$
1,060
2021 Vienna Ln
106275003051
1
1
$
1,060
$
1,060
2023 Vienna Ln
106275003052
1
1
$
1,060
$
1,060
2025 Vienna Ln
106275003062
1
1
$
1,060
$
1,060
2027 Vienna Ln
106275003061
1
1
$
1,060
$
1,060
2043 Vienna Ln
108195005091
1
1
$
1,060
$
1,060
2045 Vienna Ln
108195005092
1
1
$
1,060
$
1,060
2049 Vienna Ln
108195005082
1
1
$
1,060
$
1,060
2051 Vienna Ln
108195005081
1
1
$
1,060
$
1,060
2055 Vienna Ln
108195005072
1
1
$
1,060
$
1,060
2054 Vienna Ln
108195006031
1
1
$
1,060
$
1,060
2050/2048 Vienna Ln
Dakota County CDA
108195006020
1
2
$
1,060
$
2,120
2044 Vienna Ln
108195006012
1
1
$
1,060
$
1,060
2042 Vienna Ln
108195006011
1
1
$
1,060
$
1,060
2038 Vienna Ln
106275004032
1
1
$
1,060
$
1,060
2036 Vienna Ln
106275004031
1
1
$
1,060
$
1,060
2034 Vienna Ln
106275004021
1
1
$
1,060
$
1,060
2032 Vienna Ln
106275004022
1
1
$
1,060
$
1,060
2030 Vienna Ln
106275004011
1
1
$
1,060
$
1,060
2028 Vienna Ln
106275004012
1
1
$
1,060
$
1,060
2026 Vienna Ln
106275002061
1
1
$
1,060
$
1,060
2024 Vienna Ln
106275002062
1
1
$
1,060
$
1,060
2022 Vienna Ln
106275002051
1
1
$
1,060
$
1,060
2020 Vienna Ln
106275002052
1
1
$
1,060
$
1,060
2018 Vienna Ln
106275002041
1
1
$
1,060
$
1,060
2016 Vienna Ln
106275002042
1
1
$
1,060
$
1,060
2014 Vienna Ln
106275002032
1
1
$
1,060
$
1,060
2012 Vienna Ln
106275002031
1
1
$
1,060
$
1,060
2010 Vienna Ln
106275002022
1
1
$
1,060
$
1,060
2008 Vienna Ln
106275002021
1
1
$
1,060
$
1,060
2006 Vienna Ln
106275002012
1
1
$
1,060
$
1,060
2004 Vienna Ln
106275002011
1
1
$
1,060
$
1,060
2066 Vienna Ln
108195002210
1
1
$
1,060
$
1,060
2074 Vienna Ln
108195002200
1
1
$
1,060
$
1,060
2080 Vienna Ln
108195002190
1
1
$
1,060
$
1,060
2088 Vienna Ln
108195002180
1
1
$
1,060
$
1,060
2096 Vienna Ln
108195002170
1
1
$
1,060
$
1,060
2104 Vienna Ln
108195002160
1
1
$
1,060
$
1,060
2110 Vienna Ln
108195002150
1
1
$
1,060
$
1,060
Vienna Woods
13
2116 Vienna Ln
108195002140
1
1
$
1,060
$
1,060
2117 Vienna Ln
108195004200
1
1
$
1,060
$
1,060
2111 Vienna Ln
108195004190
1
1
$
1,060
$
1,060
2105 Vienna Ln
108195004180
1
1
$
1,060
$
1,060
2099 Vienna Ln
108195004170
1
1
$
1,060
$
1,060
2093 Vienna Ln
108195004160
1
1
$
1,060
$
1,060
2087 Vienna Ln
108195004150
1
1
$
1,060
$
1,060
2081 Vienna Ln
108195004140
1
1
$
1,060
$
1,060
2075 Vienna Ln
108195004130
1
1
$
1,060
$
1,060
1
Subtotal
55
56
$
1,060
$
59,360
Vienna Woods
14
Kings Rd
R-1 Residential
P.I.N.
# of Lots Lot
Equivalent
Unit Assessment
Total
2043 Kings Rd
108195003110
1
1
$
1,060
$
1,060
2049 Kings Rd
108195003120
1
1
$
1,060
$
1,060
2063 Kings Rd
108195004100
1
1
$
1,060
$
1,060
2065 Kings Rd
108195004110
1
1
$
1,060
$
1,060
2067 Kings Rd
108195004120
1
1
$
1,060
$
1,060
2071 Kings Rd
108195002220
1
1
$
1,060
$
1,060
2073 Kings Rd
108195002230
1
1
$
1,060
$
1,060
2077 Kings Rd
108195002240
1
1
$
1,060
$
1,060
2083 Kings Rd
108195002250
1
1
$
1,060
$
1,060
2095 Kings Rd
100310007040
1
1
$
1,060
$
1,060
2105 Kings Rd
108195002260
1
1
$
1,060
$
1,060
2107 Kings Rd
108195002270
1
1
$
1,060
$
1,060
2109 Kings Rd
108195002280
1
1
$
1,060
$
1,060
2111 Kings Rd
108195002290
1
1
$
1,060
$
1,060
2115 Kings Rd
108195002300
1
1
$
1,060
$
1,060
2119 Kings Rd
108195002310
1
1
$
1,060
$
1,060
2125 Kings Rd
108195002320
1
1
$
1,060
$
1,060
2145 Kings Rd
103985001010
1
1
$
1,060
$
1,060
2090 Kings Rd
103860001010
1
1
$
1,060
$
1,060
2088 Kings Rd
103860001021
1
1
$
1,060
$
1,060
2086 Kings Rd
103860001022
1
1
$
1,060
$
1,060
2084 Kings Rd
108195006061
1
1
$
1,060
$
1,060
2082 Kings Rd
108195006062
1
1
$
1,060
$
1,060
2080/2078 Kings Rd
108195006050
1
2
$
1,060
$
2,120
2076/2074 Kings Rd
108195006040
1
2
$
1,060
$
2,120
2072 Kings Rd
108195006032
1
1
$
1,060
$
1,060
2066 Kings Rd
108195005071
1
1
$
1,060
$
1,060
2064 Kings Rd
108195005062
1
1
$
1,060
$
1,060
2062 Kings Rd
108195005061
1
1
$
1,060
$
1,060
2060 Kings Rd
108195005051
1
1
$
1,060
$
1,060
2058 Kings Rd
108195005052
1
1
$
1,060
$
1,060
2056/2054 Kings Rd
108195005040
1
2
$
1,060
$
2,120
2052 Kings Rd
108195005032
1
1
$
1,060
$
1,060
2050 Kings Rd
108195005031
1
1
$
1,060
$
1,060
2048 Kings Rd
108195005021
1
1
$
1,060
$
1,060
2046 Kings Rd
108195005022
1
1
$
1,060
$
1,060
Vienna Woods
14
Subtotal 36 1 39 1 1 $ 41,340
Vienna Woods
15
Viburnum TO
Oak Way
R-1 Residential
P.I.N.
# of Lots
Lot
Equivalent
Unit Assessment
Total
2057 Viburnum Trl
108195003130
1
1
$
1,060
$
1,060
2063 Viburnum Trl
108195003140
1
1
$
1,060
$
1,060
2069 Viburnum Trl
108195003150
1
1
$
1,060
$
1,060
2075 Viburnum Trl
108195003160
1
1
$
1,060
$
1,060
2085 Viburnum TO
108195003170
1
1
$
1,060
$
1,060
2091 Viburnum Trl
108195003180
1
1
$
1,060
$
1,060
2099 Viburnum TO
108195003190
1
1
$
1,060
$
1,060
2107 Viburnum Trl
108195003200
1
1
$
1,060
$
1,060
2113 Viburnum Trl
108195003210
1
1
$
1,060
$
1,060
2119 Viburnum TO
108195003220
1
1
$
1,060
$
1,060
2118 Viburnum TO
108195004010
1
1
$
1,060
$
1,060
2112 Viburnum TO
108195004020
1
1
$
1,060
$
1,060
2106 Viburnum TO
108195004030
1
1
$
1,060
$
1,060
2100 Viburnum Trl
108195004040
1
1
$
1,060
$
1,060
2092 Viburnum Trl
108195004050
1
1
$
1,060
$
1,060
2086 Viburnum Trl
108195004060
1
1
$
1,060
$
1,060
2078 Viburnum TO
108195004070
1
1
$
1,060
$
1,060
2072 Viburnum TO
108195004080
1
1
$
1,060
$
1,060
2062 Viburnum Trl
108195004090
1
1
$
1,060
$
1,060
Subtotal
19
19
$
20,140
Vienna Woods
15
Oak Way
R-1 Residential
P.I.N.
# of Lots Lot
Equivalent
Unit Assessment
Total
4701 Oak Way
108195002010
1
1
$
1,060
$
1,060
4709 Oak Way
108195002020
1
1
$
1,060
$
1,060
4717 Oak Way
108195002030
1
1
$
1,060
$
1,060
4725 Oak Way
108195002040
1
1
$
1,060
$
1,060
4733 Oak Way
108195002050
1
1
$
1,060
$
1,060
4741 Oak Way
108195002060
1
1
$
1,060
$
1,060
4749 Oak Way
108195002070
1
1
$
1,060
$
1,060
4757 Oak Way
108195002080
1
1
$
1,060
$
1,060
4765 Oak Way
108195002090
1
1
$
1,060
$
1,060
4771 Oak Way
108195002100
1
1
$
1,060
$
1,060
4775 Oak Way
108195002110
1
1
$
1,060
$
1,060
4774 Oak Way
108195002120
1
1
$
1,060
$
1,060
4770 Oak Way
108195002130
1
1
$
1,060
$
1,060
Subtotal
13
13
$
13,780
Vienna Woods
15
NEIGHBORHOOD PARK
Neighborhood Park (N.P.)
Hittner Point
(Private)
Front
Footage
Rate/Front Footage
Total
Kettle Park
R-1 Residential
P.I.N.
# of Lots
Lot
Equivalent
Unit Assessment
1463
Total
4705 Hittner Pt
103325002010
1
1
$
1,060
$
1,060
4731 Hittner Pt
103325002020
1
1
$
1,060
$
1,060
4710 Hittner Pt
103325001010
1
1
$
1,060
$
1,060
4720 Hittner Pt
103325001020
1
1
$
1,060
$
1,060
4730 Hittner Pt
103325001030
1
1
$
1,060
$
1,060
Subtotal
5
5
$
5,300
NEIGHBORHOOD PARK
Neighborhood Park (N.P.)
P.I.N.
# Lots
Front
Footage
Rate/Front Footage
Total
Kettle Park
N/A
1
450
$ 11.25
$ 5,060
1463
Subtotal
1
4S0
100.0%
$ 5,060
Commercial/Industrial
Commercial/Industrial P.I.N. # Lots Front
Footage Rate/Front Footage Total
2005 Pin Oak Dr 106275101010 1 216 $ 22.50 $ 4,860
Subtotal 1 216 $ 4,860
Total 167 172 $ 190,120
R-1 Frontage
16,005
88.2%
Neighborhood Park
Frontage
450
2.5%
Commercial/Industrial
216
1.2%
Non -Assessable Frontage
1463
8.1%
Total Frontage
18134
100.0%
Vienna Woods
16
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Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
CONSENT AGENDA
I. Project 1373, Hilltop Estates
Street Improvements
Action To Be Considered:
Receive the Draft Feasibility Report for Project 1373 (Hilltop Estates - Street
Improvements) and schedule a public hearing to be held on January 21, 2020.
Facts:
➢ On June 4, 2019, the City Council directed staff to prepare a feasibility report
considering the rehabilitation of Hilltop Estates, residential streets in central Eagan
located east of Pilot Knob Road and north of Diffley Road.
➢ A structural mill and overlay of these streets are programmed for 2020 in the City of
Eagan’s 5-Year CIP (2020-2024).
➢ A draft Feasibility Report has been prepared and is being presen ted to the Council
for their consideration of scheduling a public hearing for Tuesday, January 21, 2020.
➢ An informational neighborhood meeting will be held with the adjacent property
owners prior to the formal public hearing to review and discuss the propo sed
improvements.
Attachments (1)
CI-1 Draft Feasibility Report
f
Report for
Hilltop Estates
Neighborhood Street Revitalization
City Project No. 1373
January 21, 2020
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Report for
Hilltop Estates
Neighborhood Street Revitalization
City Project No. 1373
January 21, 2020
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To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: January 21, 2020
Re: Hilltop Estates Street Revitalization
City Project No.: 1373
Attached is the feasibility report for the Hilltop Estates Street Revitalization, City Project No.
1373. The report presents and discusses the proposed improvements and includes a cost
estimate, preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
Reviewed By:
Finance Department
Date:
Aaron Nelson
Reg. No. 45795
TABLE OF CONTENTS
ExecutiveSummary..................................................................................................... 1
Introduction/History..................................................................................................... 2
Scope...........................................................................................................................3
AreaTo Be Included.....................................................................................................3
Street Pavement Evaluation.........................................................................................3
ProposedImprovements..............................................................................................4
Easements/Perm its......................................................................................................6
Feasibility/Recommendations......................................................................................6
CostEstimate...............................................................................................................6
Assessments..................................... ....................................................................6
AssessmentFinancing Options ........ .............. .. ..................................................9
RevenueSource.........................................................................................................9
ProjectSchedule.........................................................................................................10
LIST OF APPENDICES
Appendix A
Preliminary Cost Estimate
Appendix B
Preliminary Assessment Roll
Appendix C
Figures - 1 Location Map
2 Street Improvement/Assessment Area Map
3 Typical Section — Mill & Overlay
Any delay of the project may reduce the structural benefit to the street sections and require
more substantial rehabilitation.
Proposed Improvements
Pavement - The proposed street
improvements shown in Figure 3. The
existing street section for this roadway
consists of 3" bituminous pavement
supported by 6" gravel base. The
existing bituminous surface will be
milled across its entire width to
accommodate a 1% -inch bituminous
overlay. The overlay, combined with the
existing street section, will provide a
street section consistent with current
City standards for residential streets.
The combination of patching and
overlay will not eliminate cracking due
to the temperature extremes experienced in Minnesota. Bituminous overlays will show some
continued frost movements and reflective cracking consistent with the underlying pavement.
Routine maintenance will still need to continue under the City's Pavement Management
Program.
Concrete curb & gutter - Damaged curb &
gutter will be replaced if severely cracked,
spalled, or settled. It is estimated that
approximately 11% of the existing concrete
curb and gutter will have to be replaced.
Boulevard turf will be removed and replaced
with seed. While the contractor who performs
the work is responsible for its establishment
(45 days for seed), adjacent property owners
are encouraged to consistently water the new
turf, where possible, to help ensure its growth.
Utility Adjustment/Replacement — Sanitary/storm sewer manholes, catch basins, and gate
valves will be adjusted, repaired, or replaced based on the condition of castings and supporting
structures. Such repairs to the storm sewer, sanitary sewer, and water main infrastructures
ensure quick and easy access by the City for maintenance and other purposes. There are a
number of storm sewer and sanitary sewer structures that require adjustments due to
deterioration, and new castings to bring them to current standards. All utility related
improvements will be financed through the Combined Utility Fund.
Hilltop Estates
4
Driveway Entrance Repairs — Two of the adjacent commercial and high-density residential
properties have concrete driveway aprons that are in disrepair, and are proposed to be repaired,
and one commercial entrance that is currently bituminous is proposed to have a concrete
entrance constructed to be consistent with commercial driveway entrances. The entrances will
be reconstructed with 8" -thick concrete aprons in accordance with Eagan Standard Detail 440.
These replacements will provide commercial entrances of adequate strength
and width and will be consistent with similar projects in,` y
commercial/industrial areas within the project area and throughout the City.
Signage - Traffic and street identification signage within the project limits
have reached the end of their useful life expectancy and are in need of
replacement. Signs have been reviewed for compliance with the Minnesota
Manual on Uniform Traffic Control Devices (MnMUTCD). Those that are
required by the MnMUTCD will be replaced to improve safety and night time
visibility, and those that are not will be permanently removed.
Complete Streets — "Complete Streets" is a transportation and design approach that plans,
designs, operates, and maintains streets in a means to enable safe, convenient and comfortable
travel and access for users of all ages and abilities regardless of their mode of transportation.
Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding
public transportation, or delivering goods.
In 2010, the State of Minnesota adopted a Complete Streets policy, which encourages, but does
not require local governments to adopt this policy. The MN Department of Transportation has
published a Complete Streets Guidelines for Local Agencies Resource Guide (Feb. 2013).
The streets in this neighborhood were reviewed to determine if additional Complete Streets
opportunities are available and/or feasible. The streets are relatively narrow at 32 feet wide,
have low traffic volumes, limited access points, and a sidewalk is available on Berry Ridge Road
and Hilltop Lane to connect pedestrians to the City and regional trail system. Pedestrian curb
ramps in the project area at the intersecting sidewalks will be replaced, if necessary, to meet
Hilltop Estates
5
current ADA design standards. Given the existing and proposed elements available for all users,
the streets in this neighborhood meet the intent of the complete streets guidelines.
Easement/Permits
All work will be in the public right-of-way. No additional easements are anticipated. Permits
from Dakota County will be required to work within the Pilot Knob Road and Diffley Road right-
of-way.
Feasibility and Recommendations
The mill and overlay project is necessary to maintain and enhance the structural integrity of the
pavement section, create a safer driving surface, and increase rideability.
It is cost effective in that the proposed improvement (resurfacing) is considerably less
expensive than complete reconstruction of this street. The mill and overlay is feasible in that
this type of improvement has been used successfully to extend the life expectancy of numerous
other streets throughout the City and the region.
This project is in accordance with the Five -Year Capital Improvement Plan (2020 — 2024) for the
City of Eagan and the schedule as outlined in the Pavement Management Program. It is
recommended that the project be constructed as proposed in this report in combination with
other similar projects in the area.
Cost Estimate
Detailed cost estimates are located in Appendix A. The estimates are based on anticipated
2019 construction costs and include a 5% contingency and indirect cost of 25%, which include
legal, administration, engineering, and bond interest. A summary of the costs is as follows:
Hilltop Estates
• Mill & Overlay........................................................................ $ 399,100
• Repair Existing Concrete Curb & Gutter ................................ $ 135,200
• Utility Improvements............................................................. $ 34,800
• Concrete Entrance Repairs .................................................... 26,700
Total........................................................................... $ 595,800
Assessments
Assessments are proposed to be levied against the benefited properties for the total
improvement with costs allocated in accordance with the City of Eagan's Special Assessment
Policy for a mill and overlay improvement for residential streets. All assessments will be revised
based on final costs. A preliminary assessment roll is included in Appendix B.
Hilltop Estates
6
City Special Assessment Policy
Mill & Overlay - Low -Density Residential (R-1,2,3)
Mill & Overlay— Neighborhood Parks
Mill & Overlay — Public Facility
Mill & Overlay—Commercial/ Industrial
Utility Improvements
Concrete Driveway Repairs
R-1 Frontage
14,126'
83.4%
R-3 Frontage
994'
5.9%
Neighborhood Park Frontage
115'
0.7%
Public Facility
968'
5.7%
Commercial/Industrial
437'
2.6%
Non -Assessable Frontage
300'
1.8%
Total Frontage
16,940'
100.0%
Assessment Ratio
Property
City
50%
50%
50%
50%
75%
25%
100%
-
-
100%
100% -
R-1 Residential Lots — All low-density residential lots (112 single family homes) as shown on
Figure 2, having driveway access on to the street to be improved are proposed to be assessed.
The City's Assessment Policy states that 50% of the mill and overlay costs are assessable for
local residential streets, based on a standard 32 -foot width. The estimated cost per residential
unit, based on the City's Assessment Policy, is $1,485/ lot and is calculated as follows:
Mill & Overlay - Residential Properties (R-1)
o 14,126' R-1 Residential Frontage/ 16,940' Total Frontage= 83.4%
o $399,100 (Mill & Overlay Costs) x 50% x 83.4% = $166,425 (Total R-1
Assessment)
o $166,425 / 112 lots = $1,485.94, rounded to $1,485 / single-family lot
R-3 Residential Parcels - All R-3 residential parcels (3 condominium parcels) as shown on Figure
2, adjacent to a street to be improved, are proposed to be assessed. The City's Assessment
Policy states that 50% of the mill and overlay costs are assessable for local residential streets,
based on a standard 32 -foot width. The estimated cost per front -foot, based on the City's
Assessment Policy, is $11.78 / R-3 Residential F.F. and is calculated as follows:
Mill & Overlay — Residential Properties (R-3)
o $399,100 (Mill & Overlay Costs) / 16,940' Total Frontage = $23.56
o $23.56 x 50% (assessment rate) _ $11.78 / R-3 F.F.
Each of the R-3 parcels will be assessed for their adjacent frontage, and the parcel's assessment
will be distributed equally to all the condominium units on the property.
Hilltop Estates
7
i
Overlay
i Concrete
Concrete
Concrete
4150 Pilot Knob Road (P.F.)
101352501010
2.53
Unit
Total i Entrance
Entrance
Entrance
Total
4168 Pilot Knob Road (C/1)
103310001020
Front Price
Overlay j Repair
Unit Cost
Assessment
Assessment
#
Assessment
Feet F.F.
($/ )
Assessment Area (SY)
($303.41 SY
/ )
Units
/Unit
Hilltop - Alpine Court Co-op
I
I
(4165 Hilltop Pt & 4170 Hilltop Ln)
254
$ 11.78
1 $ 2,992
I
$ 2,992
26
$ 115.08
Hilltop of Eagan- Condomiunium 53
(4183-4197 Hilltop Pt & 4186-4200
Hilltop Ln)
237
$ 11.78
$ 2,792
$ 2,792
16
$ 174.49
The Pines
(3181 & 3189 Berry Ridge Rd) 503 $ 11.78
$ 5,925
31 1
$ 303.41
$ 9,406
$ 15,331
26
$ 589.67
Neighborhood Park Parcels - All neighborhood park parcels (1 park parcel) as shown on Figure
2, adjacent to a street to be improved, are proposed to be assessed. The City's Assessment
Policy states that 50% of the mill and overlay costs are assessable for local residential streets,
based on a standard 32 -foot width. The estimated cost per front -foot, based on the City's
Assessment Policy, is $11.78 / Neigh. Park F.F. and is calculated as follows:
Mill & Overlay — Neighborhood Park Parcels
o $399,100 (Mill & Overlay Costs) / 16,940' Total Frontage= $23.56
o $23.56 x 50% (assessment rate) = $11.78 / Neigh. Park F.F.
Public Facility and Commercial/Industrial Parcels — All Public Facility and Commercial/
Industrial parcels (1 PF and 4 C/I parcels) as shown on Figure 2, adjacent to a street to be
improved, are proposed to be assessed. The City's Assessment Policy states that 75% (Public
Facilities) and 100% (Commercial/Industrial) of the mill and overlay costs are assessable for
local residential streets. The total estimated cost per net acre, based on the City's Assessment
Policy, is $4,710/acre C/I, and $3,530 / acre P.F., and is calculated as follows:
Address
PIN
I Acreage
Percent
4150 Pilot Knob Road (P.F.)
101352501010
2.53
35.99%
4160 Pilot Knob Road (C/1)
103310001010
1.00
14.22%
4168 Pilot Knob Road (C/1)
103310001020
1.64
23.33%
4198 Pilot Knob Road (C/1)
103310001032
0.89
12.66%
4194 Pilot Knob Road (C/1)
103310001031
0.97
13.80%
7.03 100.00%
Mill & Overlay — Public Facility & C/I Properties
o 1,405' PF & C/I Frontage/ 16,940' Total Frontage= 8.3%
o $399,100 (Mill & Overlay Costs) x 8.3% = $33,125
o $33,125 x 100%/ 7.03 acres= $4,711.95, rounded to $4,710/acre C/I
o $33,125 x 75% / 7.03 acres = $3,533.96, rounded to $3,530/acre P.F.
Hilltop Estates
8
The remaining frontage within the project area (300' or 1.8%) is considered non- assessable
under the City's Assessment Policy.
Driveway Entrance Replacement — Several properties have driveway entrances with damaged
concrete driveway apron sections that will be repaired. Properties are proposed to be assessed
for the total cost of repairs. The estimated cost of driveway repairs is approximately $26,700
or $303.41/ SY and is calculated as follows:
• Total area of concrete driveway apron repair = 88 SY
• Total concrete driveway apron cost = $26,700
• Total cost/SY = $303.41 / SY
Assessment Financing Options
The property owner will have the option at the time of the assessment hearing to pay the full
assessment or include the assessment in with their property tax statement. If the assessment is
included with the property tax statement, the assessment and interest will be spread over five
years for R-1 residential owners, one year for R-3 residential owners, and 10 years for Public
Facility and Commercial/Industrial owners. In 2019, the interest rate was set at 4%. The 2020
rate is not yet available however, it is expected to be comparable and based on City policy will
be determined by the City Council in the spring. The following are payment schedule examples
of a residential lot assessment of $1,485, and a $1,000 Public Facility and Commercial Industrial
parcel assessment, with an estimated 4% interest for the assessed amounts, and assumes 14
months interest for the first year:
$1,485 R-1 Residential Assessment
�— Principal / Year Interest/Year Cost/ Year
1St Year $297 $69 f $366
5th Year $297 $12 $309
$1,000 P.F. and C/I Assessment
Principal / Year Finterest / Year Cost/ Year
1St Year $100 $47 f $147
10th Year $100 $4 $104
Bonds may be issued to finance the improvements.
Revenue Source
A summary of revenue sources is listed below:
Hilltop Estates
9
Project Cost
Property
Assessment
I City
Contribution
Mill and Overlay (Including Signage) $ 399,100
$ 209,510
$ 189,590
Repair Existing Curb & Gutter $ 135,200
-
$ 135,200
Utility Improvements $ 34,800
-
$ 34,800
Concrete Driveway Repairs $ 26,700
$ 26,700 -
Totals
$ 595,800
$ 236,210 (40i/.)7
$ 359,590 (60%)
The Major Street Fund will finance the estimated street related project deficit of $324,790.
The Combined Utility Fund will finance the estimated $34,800 utility improvements.
Proiect Schedule
Present Feasibility Report to City Council/
Order Public Hearing..............................................................................December 17, 2019
Informational Meeting...............................................................................January 13, 2020
Public Hearing............................................................................................January 21, 2020
Approve Plans and Specifications............................................................
February 18, 2020
BidDate........................................................................................................
March 17, 2020
AwardContract.................................................................................................April
7, 2020
Start Construction.............................................................................................
May 1, 2020
Project Completion...........................................................................................
August 2020
Final Cost Report.........................................................................................September
2020
Final Assessment Hearing......................................................................................Fall,
2020
First Payment Due with Property Tax Statement
........................................... May 15, 2021
Hilltop Estates
10
Appendix A
Preliminary Cost Estimate
City Project 1373 Hilltop Estates
t
Item No. Item Unit Unit Price Est Qty Estimated Cost
Part I - Bituminous Street Overlay
2021.501
Mobilization
LS
$
8,000.00
1
$
8,000.00
2104.505
Remove Bituminous Pavement
SY
$
6.00
175
$
1,050.00
2232.501
Mill Bituminous Pavement - Full Width (1-1/4" Depth)
SY
$
2.00
30152
$
60,304.00
2357.502
Bituminous Material for Tack Coat
GAL
$
3.50
1960
$
6,860.00
2360.501
SP WEA340B Wearing Course Mixture (Overlay)
TON
$
62.00
2800
$
173,600.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
64
$
7,360.00
2504.602
Adjust Gate Valve Box
EA
$
250.00
10
$
2,500.00
2506.602
Adjust Frame and Ring Casting (Manhole)
EA
$
800.00
47
$
37,600.00
2563.601
Traffic Control
LS
$
4,000.00
1
$
4,000.00
SP -1
Signage Remove and Replace
LS
$
2,795.00
1
$
2,795.00
Subtotal $ 304,069.00
5% Contingency
Subtotal
25% Indirect Costs
Part I - Bituminous Street Overlay
$ 15,203.45
$ 319,272.45
$ 79,818.11
$ 399,090.56
Item No. Item Unit Unit Price Est Qty Estimated Cost
Part II - Repair Existing Curb & Gutter
2104.501
Remove Concrete Curb and Gutter
LF
$
10.00
1850
$
18,500.00
2104.505
Remove Concrete Driveway/Valley Gutter
SY
$
15.00
16
$
240.00
2211.501
Aggregate Base, Cl. 5 (100% Crushed)
TON
$
30.00
5
$
150.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
52
$
5,980.00
2504.602
Irrigation Repair
EA
$
325.00
10
$
3,250.00
2531.501
Concrete Curb and Gutter, 8618
LF
$
34.00
175
$
5,950.00
2531.501
Concrete Curb and Gutter, D412
LF
$
30.00
1675
$
50,250.00
2531.507
Concrete Valley Gutter - High Early
SY
$
90.00
16
$
1,440.00
2572.503
Application of Water for Turf Establishment
GAL
$
0.15
40000
$
6,000.00
2573.530
Storm Drain Inlet Protection
EA
$
175.00
26
$
4,550.00
2575.550
Boulevard Topsoil Borrow — MnDOT 3877-2F
CY
$
80.00
45
$
3,600.00
2575.609
Seeding (MnDOT 270 w/Type 5 Hydromulch)
SY
$
7.50
411
$
3,082.50
Subtotal $ 102,992.50
5% Contingency
Subtotal
25% Indirect Costs
Part II - Repair Existing Curb & Gutter
$ 5,149.63
$ 108,142.13
$ 27,035.53
$ 135,177.66
Item No. Item Unit Unit Price Est Qty Estimated Cost
Hilltop Estates
11
Subtotal $ 26,550.00
5% Contingency $ 1,327.50
Subtotal $ 27,877.50
25% Indirect Costs $ 6,969.38
Part III - Utility Improvements $ 34,846.88
Item No.
i
Item
Unit
5% Contingency
Unit Price
Est Qty
Subtotal
Estimated Cost
Part III - Utility Improvements
25% Indirect Costs
$
5,338.27
Part III - Concrete Entrance Replacement
$
26,691.33
2504.602
Repair Gate Valve Mid Section
EA
$
500.00
2
$
1,000.00
2504.602
Repair Gate Valve Top Section w/Cover
EA
$
500.00
4
$
2,000.00
2506.602
Remove & Replace Frame & Ring Casting (27")
EA
$
1,250.00
1
$
1,250.00
2506.602
Adjust Frame & Ring Casting (CB) HDPE Rings
EA
$
700.00
14
$
9,800.00
2506.602
Remove & Replace Casting 3067V or VB(Catch Basin)
EA
$
1,000.00
12
$
12,000.00
2506.602
Repair/ Grout CB or MH Invert/ Doghouses
EA
$
500.00
1
$
500.00
Subtotal $ 26,550.00
5% Contingency $ 1,327.50
Subtotal $ 27,877.50
25% Indirect Costs $ 6,969.38
Part III - Utility Improvements $ 34,846.88
Item No.
i
Item
Unit
5% Contingency
Unit Price
Est Qty
Subtotal
Estimated Cost
Part IV - Concrete Entrance Replacement
25% Indirect Costs
$
5,338.27
Part III - Concrete Entrance Replacement
$
26,691.33
2104.501
Remove Concrete Curb and Gutter
LF
$
10.00
60
$
600.00
2104.505
Remove Concrete Driveway/Valley Gutter
SY
$
15.00
88
$
1,320.00
2104.505
Remove Bituminous Pavement
SY
$
6.00
75
$
450.00
2104.518
Remove Bituminous Trail Pavement
SF
$
0.75
245
$
183.75
2105.501
Common Excavation
CY
$
45.00
11
$
495.00
2211.501
Aggregate Base, CI.5 (100% Crushed)
TON
$
30.00
21
$
630.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
9
$
1,035.00
2531.501
Concrete Curb and Gutter, B618
LF
$
30.00
10
$
300.00
2531.507
8" Concrete Driveway Pavement- High Early
SY
$
85.00
80
$
6,800.00
2531.507
Repair 8" Concrete Driveway Pavement - High Early
SY
$
95.00
88
$
8,360.00
2575.550
Boulevard Topsoil Borrow —MnDOT3877-2F
CY
$
80.00
1
$
80.00
2575.604
Seeding (MnDOT 270 w/Type 5 Hydromulch)
SY
$
7.50
11
$
82.50
Subtotal
$
20,336.25
5% Contingency
$
1,016.81
Subtotal
$
21,353.06
25% Indirect Costs
$
5,338.27
Part III - Concrete Entrance Replacement
$
26,691.33
Part I - Bituminous Street Overlay
$
399,090.56
Part II - Repair Existing Curb & Gutter
$
135,177.66
Part III - Utility improvements
$
34,846.88
Part IV - Concrete Entrance Replacement
$
26,691.33
Project 1373 Total Cost
$
595,806.42
Hilltop Estates
12
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Document Path: L:IUSERSIPUBWORKS%EngineeringlProjects12020 Street ImprovemenW2020 L—don—d Date: 10/24/2019
FIG 1
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Document Path: L:IUSERSIPUBWORKS\EngireeringlProjects12020 Street Improvements1137311373 Fig 3
Date: 10/31/2019
FIG 3
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
CONSENT AGENDA
J. Project 1374, Wilderness Park
Street Improvements
Action To Be Considered:
Receive the Draft Feasibility Report for Project 1374 (Wilderness Park - Street
Improvements) and schedule a public hearing to be held on January 21, 2020.
Facts:
➢ On June 4, 2019, the City Council directed staff to prepare a feasibility report
considering the rehabilitation of the Wilderness Park neighborhood, residential
streets in central Eagan, located south of Diffley Road and east of Pilot Knob Road.
➢ A structural mill and overlay of these streets are programmed for 2020 in the City of
Eagan’s 5-Year CIP (2020-2024).
➢ A draft Feasibility Report has been prepared and is being presented to the Council
for their consideration of scheduling a public hearing for Tuesday, January 21, 2020.
➢ An informational neighborhood meeting will be held with the adjacent property
owners prior to the formal public hearing to review and discuss the proposed
improvements.
Attachments (1)
CJ-1 Draft Feasibility Report
••'•EAGAN
Report for
Wilderness Park
Neighborhood Street Revitalization
City Project No. 1374
January 21, 2020
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yl,` `- -i1 .iiRt�$S`RRUN RQ� � W�DERI�SS RUN Rd _--_ w�ER.NES RiIN Rfl -----•—.
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: January 21, 2020
Re: Wilderness Park Street Revitalization
City Project No.: 1374
Attached is the feasibility report for the Wilderness Park Street Revitalization, City Project No.
1374. The report presents and discusses the proposed improvements and includes a cost
estimate, preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
Aaron Nelson
Date: Reg. No. 45795
Reviewed By:
Department of Public Works Date:
Reviewed By:
Finance Department Date:
EAGAN
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: January 21, 2020
Re: Wilderness Park Street Revitalization
City Project No.: 1374
Attached is the feasibility report for the Wilderness Park Street Revitalization, City Project No.
1374. The report presents and discusses the proposed improvements and includes a cost
estimate, preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
Aaron Nelson
Date: Reg. No. 45795
Reviewed By:
Department of Public Works Date:
Reviewed By:
Finance Department Date:
TABLE OF CONTENTS
ExecutiveSummary..................................................................................................... 1
Introduction/History..................................................................................................... 2
Scope...........................................................................................................................3
AreaTo Be Included.....................................................................................................3
Street Pavement Evaluation.........................................................................................3
Proposed Improvements..............................................................................................4
Easements/Permits......................................................................................................6
Feasibility/Recommendations......................................................................................6
CostEstimate...............................................................................................................6
Assessments................................................................................................................6
AssessmentFinancing Options.....................................................................................7
RevenueSource...........................................................................................................8
ProjectSchedule..........................................................................................................8
LIST OF APPENDICES
Appendix A
Preliminary Cost Estimate
Appendix B
Preliminary Assessment Roll
Appendix C
Figures - 1 Location Map
- 2 Street Improvement/Assessment Area Map
- 3 Typical Section — Mill & Overlay
Executive Summary
Background
Project Name
Wilderness Park
Project #
1374
Street Area
14,700 Sq. Yds.
Street Length
4,044 Feet
Streets Included
East Balsam Trail
Carlson Lake Lane
Dunrovin Place
Wilderness Park Circle
Constructed
1974, 1976, 1977
Overlayed
2000
Crack Sealed
-
Seal Coated
2003, 2012
Absolute Location
N % of Section 27
Township 27, Range 23
Relative Location
North of Wilderness Run Road
East of Pilot Knob Road
Project Details
• Roadway resurfacing (full width mill &
PCI Rating
45/100
1-1/2" overlay)
$ 90,440
$ 102,560
Recommended
-
• Replacement of damaged curb & gutter
Improvement
Resurfacing
• Adjustment/Replacement of:
Total $ 473,500
$ 90,440 (19%)
o Sanitary/Storm sewer
Curb Removal
17%
Scope
o Utility castings
o Watergate valves
o Street signage
Residential Lots
68
• Utility Improvements
• Storm sewer improvements
Cost Estimate/ Revenue
Wilderness Park
1
Property
City
Mill & Overlay w/ Signage $ 193,000
$ 90,440
$ 102,560
Repair Existing Concrete Curb & Gutter $ 131,000
-
$ 131,000
Utility Improvements $ 149,500
-
$ 149,500
Total $ 473,500
$ 90,440 (19%)
$ 383,060 (81%)
Wilderness Park
1
January 21, 2020
Neighborhood Street Revitalization
Wilderness Park
Eagan, Minnesota
Introduction/ History
Pavement Management - As a part of Eagan's Pavement Management Program (PMP), the City
evaluates streets within the community throughout their life cycle and implements appropriate
maintenance strategies. In 1989, a Pavement Management System (PMS) was developed that
allowed the City to evaluate the condition of the existing pavement surface for all the streets on
a routine basis and schedule timely maintenance. A Five -Year Capital Improvement Program
(CIP) for street rehabilitation is developed from this information.
The 4,044 feet of residential streets in Wilderness Park neighborhood in central Eagan has been
identified for 2020 street revitalization improvements. Figure 1, located in Appendix C,
illustrates the project location. The streets were originally constructed in 1974, 1976, and 1977,
and were overlayed in 2000.
Based on the data and engineering strategies available at this time, the City's current PMP
incorporates local and ongoing maintenance strategies with seal coating occurring as needed
(approximately 3 years after paving) and a bituminous overlay at approximately 20+ years.
Overlaying the roads located within the project area, which are currently in the 20 -year time
frame, will prevent further decay of the pavement surface, thus protecting and extending the
structural life of the street.
Timely maintenance work, such as bituminous patching, crack sealing and seal coating have
occurred at appropriate intervals during the life of the pavement in the area. The City of
Eagan's maintenance records indicate that the streets were seal coated in 2003 and 2012.
The Public Works maintenance program typically includes extensive patching and crack sealing
during the summer prior to the overlay. The Public Works crews, as part of the Preparatory
Pavement Management Plan, removed and replaced deteriorated pavement areas and placed
leveling and maintenance overlays on portions of the streets under consideration, where
necessary. These repairs alone will not substantially extend the life expectancy of the street
section if not combined with the bituminous overlay proposed with this project.
Infrastructure Review - The Public Works Department has also inspected the utility
infrastructure (sanitary sewer, water main, and storm sewer pipes and other structures) in the
project area and determined the underground systems are generally in good working order and
Wilderness Park
2
that no major repairs are necessary. However, there is an ongoing drainage issue at the
intersection of East Balsam Trail and Carlson Lake Lane that needs to be improved.
To provide a comprehensive review of the project area, the condition and coverage of other
infrastructure items maintained by the City and other public agencies within the public right-of-
way and easements such as street lights, utility boxes, and above ground storm water
ponds/access, and pedestrian features were evaluated. The rehabilitation of City -maintained
items is included in this project, if needed.
Scope
This project will provide resurfacing (full width mill and overlay) for approximately 4,044 feet of
roadway. Figure 2 in Appendix C illustrates the project limits.
Included in this project are the following improvements; replacement of damaged curb and
gutter, adjustments and/or replacement to sanitary/storm sewer utility castings, water gate
valves, utility improvements, and replacement of street signage.
Area to Be Included
Properties included in the project lie within the N %, Section 27, lying North of Wilderness Run
Road, East of Pilot Knob Road, in Township 27, Range 23, in the City of Eagan, Dakota County,
Minnesota.
Street Pavement Evaluation
The City of Eagan's Pavement Management System allows the City to evaluate the condition of
the existing street surface to help schedule timely maintenance and improvements. The
Pavement Condition Index (PCI) ranks the surface condition for each street. The general
categories that define PCI rankings are as follows:
PCI
Recommended Improvement
56-100
Routine Maintenance/Crack Seal/Seal Coat
36-55
Patch/Repair and/or Overlay
0-35
Reconstruct/ Reclaim
The 2019 PCI rankings for the street segments have a weighted average pavement condition
rating of 45, which falls in the "Patch/Repair and/or Overlay' category, as mentioned above.
The street pavement has reached an age where, based on the City's past experience, the
integrity of the pavement can rapidly decline if no improvements are performed. Therefore, the
2020 construction season is the optimal time to construct the bituminous overlay on this street.
Any delay of the project may reduce the structural benefit to the street sections and require
more substantial rehabilitation.
Wilderness Park
3
Proposed Improvements
Pavement - The proposed street
improvements shown in Figure 3. The
existing street section for this roadway
consists of 3" bituminous pavement
supported by 4" gravel base. The
existing bituminous surface will be
milled across its entire width to
accommodate a 1% -inch bituminous
overlay. The overlay, combined with the
existing street section, will provide a
street section consistent with current
City standards for residential streets.
The combination of patching and
overlay will not eliminate cracking due
to the temperature extremes experienced in Minnesota. Bituminous overlays will show some
continued frost movements and reflective cracking consistent with the underlying pavement.
Routine maintenance will still need to continue under the City's Pavement Management
Program.
Concrete curb & gutter - Damaged curb &
gutter will be replaced if severely cracked,
spalled, or settled. It is estimated that
approximately 17% of the existing concrete
curb and gutter will have to be replaced.
Boulevard turf will be removed and replaced
with seed. While the contractor who performs
the work is responsible for its establishment
(45 days for seed), adjacent property owners
are encouraged to consistently water the new
turf, where possible, to help ensure its growth.
Utility Adjustment/Replacement — Sanitary/storm sewer manholes, catch basins, and gate
valves will be adjusted, repaired, or replaced based on the condition of castings and supporting
structures. Such repairs to the storm sewer, sanitary sewer, and water main infrastructures
ensure quick and easy access by the City for maintenance and other purposes. There are a
number of manholes and catch basin structures around the intersection of East Balsam Trail
and Carlson Lake Lane that require replacement due to deterioration, and additional structures
need to be added to improve an existing drainage issue at that location. These manholes will
be financed through the Combined Utility Fund.
Wilderness Park
4
Signage - Traffic and street identification signage within the project limits
have reached the end of their useful life expectancy and are in need of
replacement. Signs have been reviewed for compliance with the
Minnesota Manual on Uniform Traffic Control Devices (MnMUTCD).
Those that are required by the MnMUTCD will be replaced to improve
safety and night time visibility, and those that are not will be permanently
removed.
Street Lights—The street lights in the project area (maintained by Dakota
Electric Association) are in good condition and provide adequate
coverage. No modifications to the existing street lights are proposed.
Stormwater and Water Quality Improvements —Stormwater quality improvements are
proposed to reduce the amount of sediment entering Quigley Lake (LP -63). The improvements
will include new storm sewer structures, include sump manholes, to be installed to collect
sediment. This work will not be assessed but will be financed through the City's existing Storm
Drainage E&M Fund and Water Quality Fund (Funds 1125 and 1127).
Complete Streets — "Complete Streets" is a transportation and design approach that plans,
designs, operates, and maintains streets in a means to enable safe, convenient and comfortable
travel and access for users of all ages and abilities regardless of their mode of transportation.
Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding
public transportation, or delivering goods.
In 2010, the State of Minnesota adopted a Complete Streets policy, which encourages, but does
not require local governments to adopt this policy. The MN Department of Transportation has
published a Complete Streets Guidelines for Local Agencies Resource Guide (Feb. 2013).
The streets in this neighborhood were reviewed to determine if additional Complete Streets
opportunities are available and/or feasible. The streets are relatively narrow at 32 feet wide,
have low traffic volumes, limited access points, and a sidewalk is available on Wilderness Run
Wilderness Park
5
-
l _
Signage - Traffic and street identification signage within the project limits
have reached the end of their useful life expectancy and are in need of
replacement. Signs have been reviewed for compliance with the
Minnesota Manual on Uniform Traffic Control Devices (MnMUTCD).
Those that are required by the MnMUTCD will be replaced to improve
safety and night time visibility, and those that are not will be permanently
removed.
Street Lights—The street lights in the project area (maintained by Dakota
Electric Association) are in good condition and provide adequate
coverage. No modifications to the existing street lights are proposed.
Stormwater and Water Quality Improvements —Stormwater quality improvements are
proposed to reduce the amount of sediment entering Quigley Lake (LP -63). The improvements
will include new storm sewer structures, include sump manholes, to be installed to collect
sediment. This work will not be assessed but will be financed through the City's existing Storm
Drainage E&M Fund and Water Quality Fund (Funds 1125 and 1127).
Complete Streets — "Complete Streets" is a transportation and design approach that plans,
designs, operates, and maintains streets in a means to enable safe, convenient and comfortable
travel and access for users of all ages and abilities regardless of their mode of transportation.
Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding
public transportation, or delivering goods.
In 2010, the State of Minnesota adopted a Complete Streets policy, which encourages, but does
not require local governments to adopt this policy. The MN Department of Transportation has
published a Complete Streets Guidelines for Local Agencies Resource Guide (Feb. 2013).
The streets in this neighborhood were reviewed to determine if additional Complete Streets
opportunities are available and/or feasible. The streets are relatively narrow at 32 feet wide,
have low traffic volumes, limited access points, and a sidewalk is available on Wilderness Run
Wilderness Park
5
Road to connect pedestrians to the City and regional trail system. Given the existing and
proposed elements available for all users, the streets in this neighborhood meet the intent of
the complete streets guidelines.
Easement/Permits
All work will be in the public right-of-way. No additional easements are anticipated. It is
anticipated that no permits will be required for the resurfacing project.
Feasibility and Recommendations
The mill and overlay project is necessary to maintain and enhance the structural integrity of the
pavement section, create a safer driving surface, and increase rideability.
It is cost effective in that the proposed improvement (resurfacing) is considerably less
expensive than complete reconstruction of this street. The mill and overlay is feasible in that
this type of improvement has been used successfully to extend the life expectancy of numerous
other streets throughout the City and the region.
This project is in accordance with the Five -Year Capital Improvement Plan (2020 — 2024) for the
City of Eagan and the schedule as outlined in the Pavement Management Program. It is
recommended that the project be constructed as proposed in this report in combination with
other similar projects in the area.
Cost Estimate
Detailed cost estimates are located in Appendix A. The estimates are based on anticipated
2019 construction costs and include a 5% contingency and indirect cost of 25%, which include
legal, administration, engineering, and bond interest. A summary of the costs is as follows:
Wilderness Park
• Mill & Overlay................
.......................................... ........,..... $193,000
• Repair Existing Concrete Curb & Gutter ................................ $ 131,000
• Utility Improvements............................................................. $149,500
Total........................................................................... $ 473,500
Assessments
Assessments are proposed to be levied against the benefited properties for the total
improvement with costs allocated in accordance with the City of Eagan's Special Assessment
Policy for a mill and overlay improvement for residential streets. All assessments will be revised
based on final costs. A preliminary assessment roll is included in Appendix B.
Wilderness Park
6
City Special Assessment Policy
Assessment Ratio
Property City
Mill & Overlay - Low -Density Residential (R-1,2,3) 50% 50%
Repair Existing Concrete Curb & Gutter - 100%
Utility Improvements - 100%
Residential Lots -All residential lots (68 single family homes) as shown on Figure 2, having
driveway access on to the street to be improved are proposed to be assessed. The City's
Assessment Policy states that 50% of the mill and overlay costs are assessable for local
residential streets, based on a standard 32 -foot width. The estimated cost per residential unit,
based on the City's Assessment Policy, is $1,330/ lot and is calculated as follows:
Mill & Overlay - Residential Properties
0 7,567' Residential Frontage/ 8,088' Total Frontage= 93.6%
o $193,000 (Mill & Overlay Costs) x 50% x 93.6% = $90,324 (Total R-1 Assessment)
o $90,324 / 68 lots = $1,328.29, rounded to $1,330 / single-family lot
The remaining frontage within the project area (521' or 6.4%) is considered non- assessable
under the City's Assessment Policy.
Assessment Financing Options
The property owner will have the option at the time of the assessment hearing to pay the full
assessment or include the assessment in with their property tax statement. If the assessment is
included with the property tax statement, the assessment and interest will be spread over five
years for residential owners. In 2019, the interest rate was set at 4%. The 2020 rate is not yet
available, however, it is expected to be comparable and based on City policy will be determined
by the City Council in the spring. The following payment schedule is an example of a residential
lot assessment of $1,330 with an estimated 4% interest for the assessed amounts, and assumes
14 months interest for the first year:
i
15Y Year
5th Year
Principal/ Year
_Ts266
$266
Interest /^Year Cost / Year
$62 - $328
Bonds may be issued to finance the improvements.
Wilderness Park
7
$277 - -- Y
Revenue Source
A summary of revenue sources is listed below:
The Major Street Fund will finance the estimated street related project deficit of $233,560.
The Combined Utility Fund will finance the estimated $109,500 of the utility improvements, and
the remaining utility improvements will be financed by the Storm Drainage E&M Fund (1125) -
$20,000; and the Water Quality Fund (1127) - $20,000.
Proiect Schedule
Present Feasibility Report to City Council/
Project
Cost
Property
Assessment
City
Contribution
Mill and Overlay (Including
Signage)
$ 193,000
$ 90,440
$ 102,560
Repair Existing Curb & Gutter
$ 131,000
-
$ 131,000
Utility Improvements
$ 149,500
-
$ 149,500
Totals
$ 473,500
$ 90,440 (19%)
$ 383,060 (81%)
The Major Street Fund will finance the estimated street related project deficit of $233,560.
The Combined Utility Fund will finance the estimated $109,500 of the utility improvements, and
the remaining utility improvements will be financed by the Storm Drainage E&M Fund (1125) -
$20,000; and the Water Quality Fund (1127) - $20,000.
Proiect Schedule
Present Feasibility Report to City Council/
Order Public Hearing..............................................................................December 17, 2019
Informational Meeting............................................................................... January 13, 2020
Public Hearing............................................................................................ January 21, 2020
Approve Plans and Specifications............................................................
February 18, 2020
BidDate........................................................................................................
March 17, 2020
Award Contract.................................................................................................
April 7, 2020
Start Construction.............................................................................................
May 1, 2020
Project Completion...........................................................................................
August 2020
Final Cost Report.........................................................................................September
2020
Final Assessment Hearing......................................................................................
Fall, 2020
First Payment Due with Property Tax Statement
........................................... May 15, 2021
Wilderness Park
8
Appendix A
Preliminary Cost Estimate
City Project 1374 Wilderness Park
Part I - Bituminous Street Overlay
2021.501
Mobilization
2104.505
Remove Bituminous Pavement
2232.501
Item No.
Item
Unit
Unit Price
Q�
Estimated Cost
SP WEA340B Wearing Course Mixture (Patch)
2504.602
Adjust Gate Valve Box
2506.602
Adjust Frame and Ring Casting (Manhole)
2563.601
Part I - Bituminous Street Overlay
2021.501
Mobilization
2104.505
Remove Bituminous Pavement
2232.501
Mill Bituminous Pavement - Full Width (1-1/4" Depth)
2357.502
Bituminous Material for Tack Coat
2360.501
SP WEA340B Wearing Course Mixture (Overlay)
2360.501
SP WEA340B Wearing Course Mixture (Patch)
2504.602
Adjust Gate Valve Box
2506.602
Adjust Frame and Ring Casting (Manhole)
2563.601
Traffic Control
SP -1
Signage Remove and Replace
Subtotal
5% Contingency
Subtotal
25% Indirect Costs
Part I - Bituminous Street Overlay
LS
$
8,000.00
1
$
8,000.00
SY
$
6.00
100
$
600.00
SY
$
2.00
15025
$
30,050.00
GAL
$
3.50
980
$
3,430.00
TON
$
62.00
1395
$
86,490.00
TON
$
115.00
25
$
2,875.00
EA
$
250.00
2
$
500.00
EA
$
800.00
12
$
9,600.00
LS
$
4,000.00
1
$
4,000.00
LS
$
1,550.00
1
$
1,550.00
$ 147,095.00
$ 7,354.75
$ 154,449.75
$ 38,612.44
$ 193,062.19
Part II - Repair Existing Curb & Gutter
Item No.
Item
Unit
Unit Price
Qty
Estimated Cost
1550
$
15,500.00
2104.503
Remove Bituminous Pavement
SY
Part II - Repair Existing Curb & Gutter
2104.501
Remove Concrete Curb and Gutter
LF
$
10.00
1550
$
15,500.00
2104.503
Remove Bituminous Pavement
SY
$
6.00
500
$
3,000.00
2104.503
Remove Concrete Sidewalk (6")
SF
$
2.50
160
$
400.00
2104.503
Remove PVC Storm Sewer
LF
$
20.00
50
$
1,000.00
2211.501
Aggregate Base, CI.5 (100% Crushed)
TON
$
30.00
85
$
2,550.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
111
$
12,765.00
2504.602
Irrigation Repair
EA
$
325.00
5
$
1,625.00
2521.501
6" Concrete Sidewalk
SF
$
16.00
160
$
2,560.00
2531.501
Concrete Curb and Gutter, D412
LF
$
30.00
1550
$
46,500.00
2540.602
Repair Underground Electric Fence
EA
$
100.00
5
$
500.00
2540.602
Repair Landscaping
EA
$
250.00
3
$
750.00
2572.503
Application of Water for Turf Establishment
GAL
$
0.15
31050
$
4,657.50
2573.530
Storm Drain Inlet Protection
EA
$
175.00
13
$
2,275.00
2575.550
Boulevard Topsoil Borrow — MnDOT 3877-2F
CY
$
80.00
39
$
3,120.00
2575.609
Seeding (Mn DOT 270 w/Type 5 Hydromulch)
SY
$
7.50
345
$
2,587.50
Subtotal $ 99,790.00
5% Contingency
Subtotal
25% Indirect Costs
Part II - Repair Existing Curb & Gutter
$ 4,989.50
$ 104,779.50
$ 26,194.88
$ 130,974.38
Item No. Item Unit Unit Price Estimated Cost
Wilderness Park
9
Subtotal
$
113,900.00
S% Contingency
$
Est
Qty
Subtotal
$
Part 111- Utility Improvements
25% Indirect Costs
$
29,898.75
Part III - Utility Improvements
$
149,493.75
2504.602
Repair Gate Valve Mid Section
EA
$
500.00
2
$
1,000.00
2504.602
Repair Gate Valve Top Section w/Cover
EA
$
500.00
1
$
500.00
2506.602
Remove & Replace Frame & Ring Casting (27")
EA
$
1,250.00
1
$
1,250.00
2104.523
Salvage Casting
EA
$
125.00
3
$
375.00
2105.501
Common Excavation
CY
$
45.00
75
$
3,375.00
2105.603
Minor Grading
LF
$
20.00
100
$
2,000.00
2112.519
Subgrade Prep
RDST
$
1,000.00
1.5
$
1,500.00
2503.503
15" RC Pipe Sewer Des 3006 CL V
LF
$
80.00
90
$
7,200.00
2506.602
Construct 72" Dia. CBMH over Ex. Pipe w/ Cstg. (R4342)
EA
$
13,000.00
1
$
13,000.00
2506.602
Construct 84" Dia. CBMH over Ex. Pipe
EA
$
15,000.00
1
$
15,000.00
2506.602
Construct 2x3 CB w/ Cstg. (3067V)
EA
$
4,000.00
2
$
8,000.00
2506.602
Construct 72" Dia. CBMH over Ex. Pipe w/ Cstg. (3067V)
EA
$
13,000.00
1
$
13,000.00
2506.602
Remove & Replace ex. CBMH w/72" Dia. (6' sump) CBMH
EA
$
18,000.00
1
$
18,000.00
2506.602
Remove & Replace ex. CBMH w/72" Dia. CBMH
EA
$
10,000.00
1
$
10,000.00
2506.602
Adjust Frame & Ring Casting (CB) HDPE Rings
EA
$
700.00
6
$
4,200.00
2506.602
Remove & Replace Casting 3067V (Catch Basin)
EA
$
1,000.00
5
$
5,000.00
2506.602
Remove & Replace Cone and Casting (27")
EA
$
3,000.00
3
$
9,000.00
2506.602
Repair/ Grout CB or MH Invert/ Doghouses
EA
$
500.00
3
$
1,500.00
Subtotal
$
113,900.00
S% Contingency
$
5,695.00
Subtotal
$
119,595.00
25% Indirect Costs
$
29,898.75
Part III - Utility Improvements
$
149,493.75
Part I - Bituminous Street Overlay
$
193,062.19
Part II - Repair Existing Curb & Gutter
$
130,974.38
Part III - Utility Improvements
$
149,493.75
Project 1374 Total Cost
$
473,530.31
Wilderness Park
10
Appendix B
Preliminary Assessment Roll
City Project #1374 Wilderness Park
Carlson Lake Ln
R-1 Residential
P.I.N.
Lot Equivalent
# of Lots
Unit
Assessment
Total
1258 Carlson Lake Ln
108425002010
1
1
$ 1,330
$ 1,330
1256 Carlson Lake Ln
108425002020
1
1
$ 1,330
$ 1,330
1254 Carlson Lake Ln
108425002030
1
1
$ 1,330
$ 1,330
1250 Carlson Lake Ln
108425003023
1
1
$ 1,330
$ 1,330
1246 Carlson Lake Ln
108425003031
1
1
$ 1,330
$ 1,330
1244 Carlson Lake Ln
108425003040
1
1
$ 1,330
$ 1,330
1242 Carlson Lake Ln
108425003050
1
1
$ 1,330
$ 1,330
1240 Carlson Lake Ln
108425003060
1
1
$ 1,330
$ 1,330
1238 Carlson Lake Ln
108425003070
1
1
$ 1,330
$ 1,330
1236 Carlson Lake Ln
108425003080
1
1
$ 1,330
$ 1,330
1222 Carlson Lake Ln
108425003150
1
1
$ 1,330
$ 11330
1220 Carlson Lake Ln
108425003160
1
1
$ 1,330
$ 1,330
1218 Carlson Lake Ln
108425003170
1
1
$ 1,330
$ 1,330
1216 Carlson Lake Ln
108425003180
1
1
$ 1,330
$ 1,330
1214 Carlson Lake Ln
108425003190
1
1
$ 1,330
$ 1,330
1212 Carlson Lake Ln
108425003200
1
1
$ 1,330
$ 1,330
1210 Carlson Lake Ln
108425003210
1
1
$ 1,330
$ 1,330
1208 Carlson Lake Ln
108425003220
1
1
$ 1,330
$ 1,330
1206 Carlson Lake Ln
108425003230
1
1
$ 1,330
$ 1,330
1204 Carlson Lake Ln
108425003240
1
1
$ 1,330
$ 1,330
1203 Carlson Lake Ln
108425004130
1
1
$ 1,330
$ 1,330
1205 Carlson Lake Ln
108425004120
1
1
$ 1,330
$ 1,330
1207 Carlson Lake Ln
108425004110
1
1
$ 1,330
$ 1,330
1215 Carlson Lake Ln
108425001180
1
1
$ 1,330
$ 1,330
1217 Carlson Lake Ln
108425001170
1
1
$ 1,330
$ 1,330
1219 Carlson Lake Ln
108425001160
1
1
$ 1,330
$ 1,330
1221 Carlson Lake Ln
108425001150
1
1
$ 1,330
$ 1,330
1225 Carlson Lake Ln
108425001140
1
1
$ 1,330
$ 1,330
1231 Carlson Lake Ln
108425001130
1
1
$ 1,330
$ 1,330
1245 Carlson Lake Ln
108425001061
1
1
$ 1,330
$ 1,330
1247 Carlson Lake Ln
108425001051
1
1
$ 1,330
$ 1,330
1249 Carlson Lake Ln
108425001040
1
1
$ 1,330
$ 1,330
1251 Carlson Lake Ln
108425001030
1
1
$ 1,330
$ 1,330
Wilderness Park
11
1253 Carlson Lake Ln
108425001020
1
1
$ 1,330
$ 1,330
1255 Carlson Lake Ln
108425001010
1
1
$ 1,330
$ 1,330
$ 1,330
Subtotal
35
35
1
$ 46,550
Wilderness Park Circle
R-1 Residential
P.I.N.
Lot Equivalent
# of Lots
Unit
Assessment
Total
1243 Wilderness Park Cir
108425001070
1
1
$ 1,330
$ 1,330
1241 Wilderness Park Cir
108425001080
1
1
$ 1,330
$ 1,330
1239 Wilderness Park Cir
108425001090
1
1
$ 1,330
$ 1,330
1237 Wilderness Park Cir
108425001100
1
1
$ 1,330
$ 1,330
1235 Wilderness Park Cir
108425001110
1
1
$ 1,330
$ 1,330
1233 Wilderness Park Cir
108425001120
1
1
$ 1,330
$ 1,330
1230 East Balsam Trl
Subtotal
6
6
$ 1,330
$ 7,980
Wilderness Park Court
R-1 Residential
P.I.N.
Lot Equivalent
# of Lots
Unit
Assessment
Total
1224 Wilderness Park Ct
108425003140
1
1
$ 1,330
$ 1,330
1226 Wilderness Park Ct
108425003130
1
1
$ 1,330
$ 1,330
1228 Wilderness Park Ct
108425003120
1
1
$ 1,330
$ 1,330
1230 Wilderness Park Ct
108425003110
1
1
$ 1,330
$ 1,330
1232 Wilderness Park Ct
108425003100
1
1
$ 1,330
$ 1,330
1234 Wilderness Park Ct
108425003090
1
1
$ 1,330
$ 1,330
1230 East Balsam Trl
Subtotal
6
6
$ 1,330
$ 7,980
East Balsam Trail
R-1 Residential
P.I.N.
Lot Equivalent
# of Lots
Unit
Assessment
Total
1208 East Balsam Trl
108425001190
1
1
$ 1,330
$ 1,330
1212 East Balsam Trl
108425001200
1
1
$ 1,330
$ 1,330
1216 East Balsam Trl
108425001210
1
1
$ 1,330
$ 1,330
1218 East Balsam TO
108425001220
1
1
$ 1,330
$ 1,330
1222 East Balsam TO
108425001230
1
1
$ 1,330
$ 1,330
1226 East Balsam Trl
108425001240
1
1
$ 1,330
$ 1,330
1230 East Balsam Trl
108425001250
1 1
1
$ 1,330
$ 1,330
1234 East Balsam Trl
108425001260
1 1
1
$ 1,330
$ 11330
Wilderness Park
12
1238 East Balsam TO
108425001270
1
1
$ 1,330
$ 1,330
1244 East Balsam TO
108425001280
1
1
$ 1,330
$ 1,330
1248 East Balsam Trl
108425001290
1
1
$ 1,330
$ 1,330
1254 East Balsam Trl
108425001300
1
1
$ 1,330
$ 1,330
1249 East Balsam TO
108425004021
1
1
$ 1,330
$ 1,330
1245 East Balsam Trl
108425004030
1
1
$ 1,330
$ 1,330
1239 East Balsam Trl
108425004040
1
1
$ 1,330
$ 1,330
1235 East Balsam Trl
108425004050
1
1
$ 1,330
$ 1,330
1229 East Balsam TO
108425004060
1
1
$ 1,330
$ 1,330
1225 East Balsam Trl
108425004070
1
1
$ 1,330
$ 1,330
1219 East Balsam Trl
108425004080
1
1
$ 1,330
$ 1,330
1215 East Balsam Trl
108425004090
1
1
$ 1,330
$ 1,330
1211 East Balsam Trl
108425004100
1
1
$ 1,330
$ 1,330
Subtotal
21
21
$ 27,930
Total 68 $ 90,440
R-1 Frontage 7,567 93.6%
Non -Assessable Frontage 521 6.4%
Total Frontage 8,088 100.0%
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1.25" FULL WIDTH MILL
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Typical Street Sections
60' ROW
32' F -F
PAVEMENT SECTION
3.5" BASE COURSE
8" CLASS 5 AGG BASE
CQMPACTED SUBGRADE
EXIS'► TY AL SECTION
60' Row
32' F -F
1.5" TYPE 2360 BITUMINOUS OVERLAY
BITUMINOUS TACK COAT
2" BITUMINOUS SURFACE
6" CLASS 5 AGG BASE
COMPACTED SUBGRADE
PROPOSED TYPICAL SECTION
Document Path: L:\USERS\PUBWORKS\Engineering\Projects\2020 Street Improvements\137411374 Fig 3
D412 CONCRETE
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Date: 10/31/2019
FIG 3
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
CONSENT AGENDA
K. Project 1375, Oak Chase 1st – 5th
Street Improvements
Action To Be Considered:
Receive the Draft Feasibility Report for Project 1375 (Oak Chase 1st-5th Additions - Street
Improvements) and schedule a public hearing to be held on January 21, 2020.
Facts:
➢ On June 4, 2019, the City Council directed staff to prepare a feasibility report
considering the rehabilitation of Oak Chase 1st- 5th Additions, residential streets in
south-central Eagan located north of Cliff Road and west of Lexington Avenue.
➢ A structural mill and overlay of these streets are programmed for 2020 in the City of
Eagan’s 5-Year CIP (2020-2024).
➢ A draft Feasibility Report has been prepared and is being presented to the Council
for their consideration of scheduling a public hearing for Tuesday, January 21, 2020.
➢ An informational neighborhood meeting will be held with the adjacent property
owners prior to the formal public hearing to review and discuss the proposed
improvements.
Attachments (1)
CK-1 Draft Feasibility Report
Report for
Oak Chase 1St _ Stn
Neighborhood Street Revitalization
City Project No. 1375
January 21, 2020
EAGAN
Report for
Oak Chase 1St _ Stn
Neighborhood Street Revitalization
City Project No. 1375
January 21, 2020
�♦♦rrr
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♦www •••/EAGAN
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: January 21, 2020
Re: Oak Chase 111 — 5th Street Revitalization
City Project No.: 1375
Attached is the feasibility report for the Oak Chase 111 — 5th Street Revitalization, City Project No.
1375. The report presents and discusses the proposed improvements and includes a cost
estimate, preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
Date:
Reviewed By:
Department of Public Works Date:
Reviewed By:
Finance Department Date:
Aaron Nelson
Reg. No. 45795
TABLE OF CONTENTS
ExecutiveSummary..................................................................................................... 1
Introduction/History..................................................................................................... 2
Scope...........................................................................................................................3
AreaTo Be Included.....................................................................................................3
Street Pavement Evaluation.........................................................................................3
ProposedImprovements..............................................................................................4
Easements/Permits......................................................................................................5
Feasibility/Recommendations......................................................................................6
CostEstimate...............................................................................................................6
Assessments................................................................................................................6
AssessmentFinancing Options.....................................................................................7
RevenueSource...........................................................................................................8
ProjectSchedule..........................................................................................................8
LIST OF APPENDICES
Appendix A
Preliminary Cost Estimate
Appendix B
Preliminary Assessment Roll
Appendix C
Figures - 1 Location Map
- 2 Street Improvement/Assessment Area Map
- 3 Typical Section — Mill & Overlay
Executive Summary
Background
Project Name
Oak Chase 1St — 51"
Project #
1375
Street Area
17,900 Sq. Yds.
Street Length
5,318 Feet
Streets Included
Oak Chase Lane
Oak Chase Road
Oak Chase Way
Constructed
1971, 1974
Reconstructed
1998
Crack Sealed
Seal Coated
2003, 2011
Absolute Location
SE % of Section 27
Township 27, Range 23
Relative Location
South of Wilderness Run Road
West of Lexington Avenue
Project Details
• Roadway resurfacing (edge mill & 1- PCI Rating 49/100
1/2" overlay) Recommended
• Replacement of damaged curb & gutter Improvement Overlay
• Adjustment/Replacement of: Curb Removal 12%
Scope o Sanitary/Storm sewer
o Utility castings
o Watergate valves
Residential Lots 49
o Street signage
• Utility Improvements Park Parcels 1
• Pedestrian Ramp Repairs
Cost Estimate/ Revenue
Oak Chase 1St — 5 1
1
Property
City
Mill & Overlay w/ Signage $ 177,300
$ 86,400
$ 90,900
Repair Existing Concrete Curb & Gutter $ 109,100
-
$ 109,100
Utility Improvements $ 144,300
-
$ 144,300
Total $ 430,700
$ 86,400 (20%)
$ 344,300 (80%)
Oak Chase 1St — 5 1
1
January 7, 2020
Neighborhood Street Revitalization
Oak Chase 1St — 51h
Eagan, Minnesota
Introduction/ History
Pavement Management - As a part of Eagan's Pavement Management Program (PMP), the City
evaluates streets within the community throughout their life cycle and implements appropriate
maintenance strategies. In 1989, a Pavement Management System (PMS) was developed that
allowed the City to evaluate the condition of the existing pavement surface for all the streets on
a routine basis and schedule timely maintenance. A Five -Year Capital Improvement Program
(CIP) for street rehabilitation is developed from this information.
The 5,318 feet of residential streets in the Oak Chase 1st — 5t" additions in central Eagan has
been identified for 2020 street revitalization improvements. Figure 1, located in Appendix C,
illustrates the project location. The streets were originally constructed in 1971 and 1974 and
were reconstructed in 1998.
Based on the data and engineering strategies available at this time, the City's current PMP
incorporates local and ongoing maintenance strategies with seal coating occurring as needed
(approximately 3 years after paving) and a bituminous overlay at approximately 20+ years.
Overlaying the roads located within the project area, which are currently in the 22 -year time
frame, will prevent further decay of the pavement surface, thus protecting and extending the
structural life of the street.
Timely maintenance work, such as bituminous patching, crack sealing and seal coating have
occurred at appropriate intervals during the life of the pavement in the area. The City of
Eagan's maintenance records indicate that the streets were seal coated in 2003 and 2011.
The Public Works maintenance program typically includes extensive patching and crack sealing
during the summer prior to the overlay. The Public Works crews, as part of the Preparatory
Pavement Management Plan, removed and replaced deteriorated pavement areas and placed
leveling and maintenance overlays on portions of the streets under consideration, where
necessary. These repairs alone will not substantially extend the life expectancy of the street
section if not combined with the bituminous overlay proposed with this project.
Infrastructure Review - The Public Works Department has also inspected the utility
infrastructure (sanitary sewer, water main, and storm sewer pipes and other structures) in the
Oak Chase 11t — 5tn
project area and determined the underground systems are generally in good working order and
that no major repairs are necessary.
To provide a comprehensive review of the project area, the condition and coverage of other
infrastructure items maintained by the City and other public agencies within the public right-of-
way and easements such as street lights, utility boxes, and above ground storm water
ponds/access, and pedestrian features were evaluated. The rehabilitation of City -maintained
items is included in this project, if needed.
Scope
This project will provide resurfacing (edge mill and overlay) for approximately 5,318 feet of
roadway. Figure 2 in Appendix C illustrates the project limits.
Included in this project are the following improvements; replacement of damaged curb and
gutter, adjustments and/or replacement to sanitary/storm sewer utility castings, water gate
valves, utility improvements, and replacement of street signage.
Area to Be Included
Properties included in the project lie within the SE %, Section 27, lying South of Wilderness Run
Road, West of Lexington Avenue, in Township 27, Range 23, in the City of Eagan, Dakota
County, Minnesota.
Street Pavement Evaluation
The City of Eagan's Pavement Management System allows the City to evaluate the condition of
the existing street surface to help schedule timely maintenance and improvements. The
Pavement Condition Index (PCI) ranks the surface condition for each street. The general
categories that define PCI rankings are as follows:
PCI
Recommended Improvement
56-100
Routine Maintenance/Crack Seal/Seal Coat
36-55
Patch/Repair and/or Overlay
0-35
Reconstruct/ Reclaim
The 2019 PCI rankings for the street segments have a weighted average pavement condition
rating of 49, which falls in the "Patch/Repair and/or Overlay" category, as mentioned above.
The street pavement has reached an age where, based on the City's past experience, the
integrity of the pavement can rapidly decline if no improvements are performed. Therefore, the
2020 construction season is the optimal time to construct the bituminous overlay on this street.
Any delay of the project may reduce the structural benefit to the street sections and require
more substantial rehabilitation.
Oak Chase 11t — 5th
3
Proposed Improvements
Pavement - The proposed street
improvements shown in Figure 3. The
existing street section for this roadway
consists of 3" bituminous pavement
supported by 6" gravel base. The
existing bituminous surface will be
milled adjacent to the existing curb and
gutter (6'-8' wide) to accommodate a
1% -inch bituminous overlay. The
overlay, combined with the existing
street section, will provide a street
section consistent with current City
standards for residential streets. The
combination of patching and overlay
will not eliminate cracking due to the temperature extremes experienced in Minnesota.
Bituminous overlays will show some continued frost movements and reflective cracking
consistent with the underlying pavement. Routine maintenance will still need to continue under
the City's Pavement Management Program.
Concrete curb & gutter - Damaged curb &
gutter will be replaced if severely cracked,
spalled, or settled. It is estimated that
approximately 12% of the existing concrete
curb and gutter will have to be replaced.
Boulevard turf will be removed and replaced
with seed. While the contractor who performs
the work is responsible for its establishment
(45 days for seed), adjacent property owners
are encouraged to consistently water the new
turf, where possible, to help ensure its growth.
Utility Adjustment/Replacement — Sanitary/storm sewer manholes, catch basins, and gate
valves will be adjusted, repaired, or replaced based on the condition of castings and supporting
structures. Such repairs to the storm sewer, sanitary sewer, and water main infrastructures
ensure quick and easy access by the City for maintenance and other purposes. There are a
number of manholes structures that require replacement due to deterioration. These
manholes will be financed through the Combined Utility Fund.
Oak Chase 1St — 5 t
4
r
= 171''
replacement. Signs have been reviewed for compliance with the Minnesota
p '
Manual on Uniform Traffic Control Devices (MnMUTCD). Those that are
c`
time visibility, and those that are not will be permanently removed.
i�. -.
�4
`.
✓r'CT "1.t.'
.rC
P '
Signage - Traffic and street identification signage within the project limits
have reached the end of their useful life expectancy and are in need of
= 171''
replacement. Signs have been reviewed for compliance with the Minnesota
p '
Manual on Uniform Traffic Control Devices (MnMUTCD). Those that are
required by the MnMUTCD will be replaced to improve safety and night
time visibility, and those that are not will be permanently removed.
i�. -.
`.
Street Lights —The street lights in the project area (maintained by Dakota
Electric Association) are in good condition and provide adequate coverage.
No modifications to the existing street lights are proposed.
Complete Streets — "Complete Streets" is a transportation and design approach that plans,
designs, operates, and maintains streets in a means to enable safe, convenient and comfortable
travel and access for users of all ages and abilities regardless of their mode of transportation.
Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding
public transportation, or delivering goods.
In 2010, the State of Minnesota adopted a Complete Streets policy, which encourages, but does
not require local governments to adopt this policy. The MN Department of Transportation has
published a Complete Streets Guidelines for Local Agencies Resource Guide (Feb. 2013).
The streets in this neighborhood were reviewed to determine if additional Complete Streets
opportunities are available and/or feasible. The streets are relatively narrow at 32 feet wide,
have low traffic volumes, limited access points, and a trail is available on Cliff Road and
Wilderness Run Road (both adjacent to this neighborhood) to connect pedestrians to the City
and regional trail system. Given the existing and proposed elements available for all users, the
streets in this neighborhood meet the intent of the complete streets guidelines.
Easement/Permits
All work will be in the public right-of-way. No additional easements are anticipated. A permit
from Dakota County will be required to work within the Cliff Road right-of-way.
Oak Chase 1St — 5th
Feasibility and Recommendations
The mill and overlay project is necessary to maintain and enhance the structural integrity of the
pavement section, create a safer driving surface, and increase rideability.
It is cost effective in that the proposed improvement (overlay) is considerably less expensive
than complete reconstruction of this street. The mill and overlay is feasible in that this type of
improvement has been used successfully to extend the life expectancy of numerous other
streets throughout the City and the region.
This project is in accordance with the Five -Year Capital Improvement Plan (2020 — 2024) for the
City of Eagan and the schedule as outlined in the Pavement Management Program. It is
recommended that the project be constructed as proposed in this report in combination with
other similar projects in the area.
Cost Estimate
Detailed cost estimates are located in Appendix A. The estimates are based on anticipated
2019 construction costs and include a 5% contingency and indirect cost of 25%, which include
legal, administration, engineering, and bond interest. A summary of the costs is as follows:
Oak Chase 15t — 5 1
• Mill & Overlay........................................................................ $ 177,300
• Repair Existing Concrete Curb & Gutter ................................ $ 109,100
• Utility Improvements............................................................. $144,300
Total........................................................................... $ 430,700
Assessments
Assessments are proposed to be levied against the benefited properties for the total
improvement with costs allocated in accordance with the City of Eagan's Special Assessment
Policy for a mill and overlay improvement for residential streets. All assessments will be revised
based on final costs. A preliminary assessment roll is included in Appendix B.
City Special Assessment Policy
Assessment Ratio
Property City
Mill & Overlay - Low -Density Residential (R-1,2,3) 50% 50%
Mill & Overlay — Neighborhood Parks 50% 50%
Repair Existing Concrete Curb & Gutter - 100%
Utility Improvements - 100%
Oak Chase 1St — 5th
6
Residential Lots — All residential lots (49 single family homes) as shown on Figure 2, having
driveway access on to the street to be improved are proposed to be assessed. The City's
Assessment Policy states that 50% of the mill and overlay costs are assessable for local
residential streets, based on a standard 32 -foot width. The estimated cost per residential unit,
based on the City's Assessment Policy, is $1,720/ lot and is calculated as follows:
Mill & Overlay - Residential Properties
0 10,126' Residential Frontage / 10,636' Total Frontage = 95.2%
o $177,300 (Mill & Overlay Costs) x 50% x 95.2% = $84,395 (Total R-1 Assessment)
o $84,395 / 49 lots = $1,722.35, rounded to $1,720 / single-family lot
Neighborhood Park Parcels - All neighborhood park parcels (1 park parcel) as shown on Figure
2, adjacent to a street to be improved, are proposed to be assessed. The City's Assessment
Policy states that 50% of the mill and overlay costs are assessable for local residential streets,
based on a standard 32 -foot width. The estimated cost per front -foot, based on the City's
Assessment Policy, is $8.33 / Neigh. Park F.F. and is calculated as follows:
• Total Front Feet (F.F.) = 10,636 F.F.
• Neighborhood Park street frontage = 255 F.F., 32' f -f width
Mill & Overlay — Neighborhood Park Properties
o $177,300 (Mill & Overlay Costs) / 10,636' Total Frontage= $16.69
o $16.69 x 50% (assessment rate) = $8.33 / Neigh. Park F.F.
o Total assessment: $8.33 F.F. x 255 F.F. _ $2,124.15, rounded to $2,120.
The remaining frontage within the project area (255' or 2.4%) is considered non- assessable
under the City's Assessment Policy.
Assessment Financing Options
The property owner will have the option at the time of the assessment hearing to pay the full
assessment or include the assessment in with their property tax statement. If the assessment is
included with the property tax statement, the assessment and interest will be spread over five
years for residential owners. In 2019, the interest rate was set at 4%. The 2020 rate is not yet
available however, it is expected to be comparable and based on City policy will be determined
by the City Council in the spring. The following payment schedule is an example of a residential
lot assessment of $1,720 with an estimated 4% interest for the assessed amounts, and assumes
14 months interest for the first year:
Principal / Year
11t Year _ �_----- � $344 — --__
5t" Year $344
interest/Year Cost /Year
__T$42__4__ $424
$14 $358
Oak Chase 1st — 5t"
7
Bonds may be issued to finance the improvements.
Revenue Source
A summary of revenue sources is listed below:
The Major Street Fund will finance the estimated street related project deficit of $200,000.
The Combined Utility Fund will finance the estimated $144,300 utility improvements.
Proiect Schedule
Present Feasibility Report to City Council/
Project
Cost
Property
Assessment
City
Contribution
Mill and Overlay (Including
Signage)
$ 177,300
$ 86,400
$ 90,900
Repair Existing Curb & Gutter
$ 109,100
-
$ 109,100
Utility Improvements
$ 144,300
-
$ 144,300
Totals
$ 430,700
$ 86,400 (20%)
$ 344,300 (80%)
The Major Street Fund will finance the estimated street related project deficit of $200,000.
The Combined Utility Fund will finance the estimated $144,300 utility improvements.
Proiect Schedule
Present Feasibility Report to City Council/
Order Public Hearing..............................................................................December 17, 2019
Informational Meeting...............................................................................January 13, 2020
PublicHearing............................................................................................January 21, 2020
Approve Plans and Specifications............................................................ February 18, 2020
BidDate........................................................................................................ Mach. 17, 2020
Award Contract.................................................................................................April 7, 2020
StartConstruction............................................................................................. May 1, 2020
Project Completion...........................................................................................
August 2020
Final Cost Report.........................................................................................September
2020
Final Assessment Hearing......................................................................................
Fall, 2020
First Payment Due with Property Tax Statement
........................................... May 15, 2021
Oak Chase 1st — 5 t
8
Appendix A
Preliminary Cost Estimate
City Project 1375 Oak Chase 1st - 5th
Part I - Bituminous Street Overlay
Est
Item No.
Item
Unit
Unit Price
$
Cost
EstimatedQty
1
$
8,000.00
2104.505
Remove Bituminous Pavement
SY
Part I - Bituminous Street Overlay
Est
Item No.
2021.501
Mobilization
LS
$
8,000.00
1
$
8,000.00
2104.505
Remove Bituminous Pavement
SY
$
6.00
10
$
60.00
2232.501
Mill Bituminous Pavement (1- 1/4" depth, 6' Width)
SY
$
1.30
7155
$
9,301.50
2357.502
Bituminous Material for Tack Coat
GAL
$
3.50
1175
$
4,112.50
2360.501
SP WEA340B Wearing Course Mixture (Overlay)
TON
$
62.00
1680
$
104,160.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
6
$
690.00
2504.602
Adjust Gate Valve Box
EA
$
250.00
6
$
1,500.00
2506.602
Adjust Frame and Ring Casting (Manhole)
EA
$
800.00
2
$
1,600.00
2563.601
Traffic Control
LS
$
4,000.00
1
$
4,000.00
SP -1
Signage Remove and Replace
LS
$
1,690.00
1
$
1,690.00
Subtotal
5% Contingency
Subtotal
25% Indirect Costs
Part I - Bituminous Street Overlay
$ 135,114.00
$ 6,755.70
$ 141,869.70
$ 35,467.43
$ 177,337.13
Part II - Repair Existing Curb & Gutter
Est
Item No.
Item
Unit
Unit Price
$
Estimated Cost
1240
$
12,400.00
2104.518
Qty
SF
Part II - Repair Existing Curb & Gutter
2104.501
Remove Concrete Curb and Gutter
LF
$
10.00
1240
$
12,400.00
2104.518
Remove Bituminous Trail Pavement
SF
$
0.75
160
$
120.00
2104.505
Remove Concrete Driveway /Valley Gutter
SY
$
15.00
14
$
210.00
2105.501
Common Excavation
CY
$
45.00
20
$
900.00
2211.501
Aggregate Base, Cl. 5 (100% Crushed)
TON
$
30.00
20
$
600.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
115
$
13,225.00
2504.602
Irrigation Repair
EA
$
325.00
5
$
1,625.00
2521.501
6" Concrete Ped Ramp w/ Wet Cast for Truncated Dome Inset
SF
$
16.00
160
$
2,560.00
2531.501
Concrete Curb and Gutter, D412
LF
$
30.00
1240
$
37,200.00
2531.507
Concrete Valley Gutter- High Early
SY
$
90.00
14
$
1,260.00
2531.618
Truncated Dome Detectable Warning Paver (2x2)
EA
$
80.00
8
$
640.00
2540.602
Repair Underground Electric Fence
EA
$
100.00
5
$
500.00
2540.602
Repair Landscaping
EA
$
250.00
3
$
750.00
2572.503
Application of Water for Turf Establishment
GAL
$
0.15
24750
$
3,712.50
2573.530
Storm Drain inlet Protection
EA
$
175.00
17
$
2,975.00
2575.550
Boulevard Topsoil Borrow - MnDOT 3877-2F
CY
$
80.00
30
$
2,400.00
2575.609
Seeding (MnDOT 270 w/Type 5 Hydromulch)
SY
$
7.50
275
$
2,062.50
Subtotal $ 83,140.00
5% Contingency
Subtotal
25% Indirect Costs
Part II - Repair Existing Curb & Gutter
Oak Chase 1S1: - 5th
9
$ 4,157.00
$ 87,297.00
$ 21,824.25
$ 109,121.25
Part III - Utility Improvements
2504.602
Repair Gate Valve Mid Section
2504.602
Est
2104.523
Item No.
Item
Unit
Unit Price
Adjust Frame & Ring Casting (CB) HDPE Rings
Estimated Cost
Remove & Replace CBMH Structure (4' Dia.)
2506.602
Remove & Replace STMH Structure w/Cstg (4' Dia.)
2506.602
Qty
2506.602
Part III - Utility Improvements
2504.602
Repair Gate Valve Mid Section
2504.602
Repair Gate Valve Top Section w/Cover
2104.523
Salvage Casting
2506.521
Install Casting
2506.602
Adjust Frame & Ring Casting (CB) HDPE Rings
2506.602
Remove & Replace CBMH Structure (4' Dia.)
2506.602
Remove & Replace STMH Structure w/Cstg (4' Dia.)
2506.602
Remove & Replace Cone and Casting (27")
2506.602
Repair/ Grout CB or MH Invert/ Doghouses
Subtotal
5% Contingency
Subtotal
25% Indirect Costs
Part III - Utility Improvements
Part I - Bituminous Street Overlay
Part II - Repair Existing Curb & Gutter
Part III - Utility Improvements
Project 1375 Total Cost
EA
$
500.00
1
$
500.00
EA
$
500.00
2
$
1,000.00
EA
$
125.00
4
$
500.00
EA
$
700.00
4
$
2,800.00
EA
$
700.00
13
$
9,100.00
EA
$
5,500.00
4
$
22,000.00
EA
$
6,500.00
1
$
6,500.00
EA
$
3,000.00
22
$
66,000.00
EA
$
500.00
3
$
1,500.00
$
109,900.00
Oak Chase 1St — 5th
10
$ 5,495.00
$ 115,395.00
$ 28,848.75
$ 144,243.75
$ 177,337.13
$ 109,121.25
$ 144,243.75
$ 430,702.13
Appendix B
Preliminary Assessment Roll
City Project #1375 Oak Chase 1st -5th
Oak Chase Rd
R-1 Residential
P.I.N.
Lot
Equivalent
# of
Lots
Unit Assessment
Total
4435 Oak Chase Rd
10-53500-07-030
1
1
$ 1,720
$ 1,720
4455 Oak Chase Rd
10-53500-07-020
1
1
$ 1,720
$ 1,720
4487 Oak Chase Rd
10-53500-06-030
1
1
$ 1,720
$ 1,720
4505 Oak Chase Rd
10-53500-06-020
1
1
$ 1,720
$ 1,720
4515 Oak Chase Rd
10-53500-06-010
1
1
$ 1,720
$ 1,720
4535 Oak Chase Rd
10-53500-05-020
1
1
$ 1,720
$ 1,720
4543 Oak Chase Rd
10-53503-01-010
1
1
$ 1,720
$ 1,720
4549 Oak Chase Rd
10-53503-01-020
1
1
$ 1,720
$ 1,720
4567 Oak Chase Rd
10-53503-01-110
1
1
$ 1,720
$ 1,720
4575 Oak Chase Rd
10-53503-01-120
1
1
$ 1,720
$ 1,720
4585 Oak Chase Rd
10-53503-01-130
1
1
$ 1,720
$ 1,720
4486 Oak Chase Rd
10-53500-02-011
1
1
$ 1,720
$ 1,720
4424 Oak Chase Rd
10-53502-02-011
1
1
$ 1,720
$ 1,720
4434 Oak Chase Rd
10-53500-01-020
1
1
$ 1,720
$ 1,720
4504 Oak Chase Rd
10-53500-02-020
1
1
$ 1,720
$ 1,720
4514 Oak Chase Rd
10-53500-02-030
1
1
$ 1,720
$ 1,720
4542 Oak Chase Rd
10-53504-01-060
1
1
$ 1,720
$ 1,720
4546 Oak Chase Rd
10-53504-01-050
1
1
$ 1,720
$ 1,720
4556 Oak Chase Rd
10-53504-01-040
1
1
$ 1,720
$ 1,720
4568 Oak Chase Rd
10-53504-01-030
1
1
$ 1,720
$ 1,720
4576 Oak Chase Rd
10-53504-01-020
1
1
$ 1,720
$ 1,720
4590 Oak Chase Rd
10-53504-01-010
1
1
$ 1,720
$ 1,720
Subtotal
22
22
$ 37,840
Oak Chase Ln
R-1 Residential
P.I.N.
Lot
Equivalent
# of
Lots
Unit Assessment
Total
4467 Oak Chase Ln
10-53500-07-010
1
1
$ 1,720
$ 1,720
4473 Oak Chase Ln
10-53501-02-010
1
1
$ 1,720
$ 1,720
4479 Oak Chase Ln
10-53501-02-020
1
1
$ 1,720
$ 1,720
4485 Oak Chase Ln
10-53501-02-030
1
1
$ 1,720
$ 1,720
4491 Oak Chase Ln
10-53501-02-040
1
1
$ 1,720
$ 1,720
4497 Oak Chase Ln
10-53501-02-050
1
1
$ 1,720
$ 1,720
4503 Oak Chase Ln
10-53501-02-060
1
1
$ 1,720
$ 1,720
4509 Oak Chase Ln
10-53501-02-070
1
1
$ 1,720
$ 1,720
4519 Oak Chase Ln
10-53501-02-080
1
1
$ 1,720
$ 1,720
Oak Chase 15t - 5th
11
4521 Oak Chase Ln
10-53501-02-090
1
1
$ 1,720
$ 1,720
4480 Oak Chase Ln
10-53501-01-010
1
1
$ 1,720
$ 1,720
4490 Oak Chase Ln
10-53501-01-020
1
1
$ 1,720
$ 1,720
4510 Oak Chase Ln
10-53501-01-030
1
1
$ 1,720
$ 1,720
4540 Oak Chase Ln
10-53504-01-070
1
1
$ 1,720
$ 1,720
$ 1,720
Subtotal
14
14
1
$ 24,080
Oak Chase Way
R-1 Residential
P.I.N.
Lot
Equivalent
# of
Lots
Unit Assessment
Total
4465 Oak Chase Way
10-53500-02-012
1
1
$ 1,720
$ 1,720
4485 Oak Chase Way
10-53502-01-010
1
1
$ 1,720
$ 1,720
4511 Oak Chase Way
10-53502-01-020
1
1
$ 1,720
$ 1,720
4525 Oak Chase Way
10-53502-01-030
1
1
$ 1,720
$ 1,720
4529 Oak Chase Way
10-53504-01-080
1
1
$ 1,720
$ 1,720
4454 Oak Chase Way
10-53500-01-030
1
1
$ 1,720
$ 1,720
4460 Oak Chase Way
10-53502-02-030
1
1
$ 1,720
$ 1,720
4470 Oak Chase Way
10-53502-02-040
1
1
$ 1,720
$ 1,720
4480 Oak Chase Way
10-53502-02-052
1
1
$ 1,720
$ 1,720
4490 Oak Chase Way
10-53502-02-061
1
1
$ 1,720
$ 1,720
4500 Oak Chase Way
10-53502-02-070
1
1
$ 1,720
$ 1,720
4510 Oak Chase Way
10-53502-02-080
1
1
$ 1,720
$ 1,720
4520 Oak Chase Way
10-53502-02-090
1
1
$ 1,720
$ 1,720
Subtotal
13
13
$ 22,360
NEIGHBORHOOD PARK
Neighborhood Park (N.P.)
P.I.N.
# Lots
Front
Footage
Rate/Front Footage
Total
4400 Oak Chase Rd
10-53500-01-010
1
255
$ 8.33
$ 2,120
Subtotal
1
255
$ 2,120
Total 50 $ 86,400
R-1 Frontage 10,126 95.2%
Neighborhood Park
Frontage 255 2.4%
Non -Assessable Frontage 255 2.4%
Total Frontage 10636 100.0%
Oak Chase 1St - 5th
12
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32' F -F
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8" CLASS 5 AGG BASE CURB AND GUTTER
CQMPACTED SUBGRADE
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32' F -F
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D412 CONCRETE
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6" CLASS 5 AGG BASE
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PROPOSED TYPICAL SECTION
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FIG 3
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
CONSENT AGENDA
L. Project 1376, Oak Bluffs
Street Improvements
Action To Be Considered:
Receive the Draft Feasibility Report for Project 1376 (Oak Bluffs – Street Improvements)
and schedule a public hearing to be held on January 21, 2020.
Facts:
➢ On June 4, 2019, the City Council directed staff to prepare a feasibility report
considering the rehabilitation of the Oak Bluffs neighborhood, residential streets in
southeast Eagan, located north of Diffley Road and east of Dodd Road.
➢ A structural mill and overlay of these streets are programmed for 2020 in the City of
Eagan’s 5-Year CIP (2020-2024).
➢ A draft Feasibility Report has been prepared and is being presented to the Council
for their consideration of scheduling a public hearing for Tuesday, January 21, 2020.
➢ An informational neighborhood meeting will be held with the adjacent property
owners prior to the formal public hearing to review and discuss the proposed
improvements.
Attachments (1)
CL-1 Draft Feasibility Report
Report for
Oak Bluffs
Neighborhood Street Revitalization
City Project No. 1376
January 21, 2020
\ \ I IEAGAN
Report for
Oak Bluffs
Neighborhood Street Revitalization
City Project No. 1376
January 21, 2020
• � 1 � I JEAGAN
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: January 21, 2020
Re: Oak Bluffs Street Revitalization
City Project No.: 1376
Attached is the feasibility report for the Oak Bluffs Street Revitalization, City Project No. 1376.
The report presents and discusses the proposed improvements and includes a cost estimate,
preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
Aaron Nelson
Date: Reg. No. 45795
Reviewed By:
Department of Public Works Date:
Reviewed By:
Finance Department Date:
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: January 21, 2020
Re: Oak Bluffs Street Revitalization
City Project No.: 1376
Attached is the feasibility report for the Oak Bluffs Street Revitalization, City Project No. 1376.
The report presents and discusses the proposed improvements and includes a cost estimate,
preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
Aaron Nelson
Date: Reg. No. 45795
Reviewed By:
Department of Public Works Date:
Reviewed By:
Finance Department Date:
TABLE OF CONTENTS
ExecutiveSummary..................................................................................................... 1
Introduction/History..................................................................................................... 2
Scope...........................................................................................................................3
AreaTo Be Included.....................................................................................................3
StreetPavement Evaluation.........................................................................................3
ProposedImprovements..............................................................................................4
Easements/Permits......................................................................................................6
Feasibility/Recommendations......................................................................................6
CostEstimate...............................................................................................................6
Assessments................................................................................................................7
AssessmentFinancing Options.....................................................................................7
RevenueSource...........................................................................................................8
ProjectSchedule..........................................................................................................8
LIST OF APPENDICES
Appendix A
Preliminary Cost Estimate
Appendix B
Preliminary Assessment Roll
Appendix C
Figures - 1 Location Map
- 2 Street Improvement/Assessment Area Map
- 3 Typical Section — Mill & Overlay
Executive Summary
Background
Project Name
Oak Bluffs
Project #
1376
Street Area
4,044 Sq. Yds.
Street Length
1,255 Feet
Streets Included
Ethan Dr.
Constructed
1999
Reconstructed
-
Crack Sealed
Seal Coated
2003, 2011
Absolute Location
SW Y4of Section 24
Township 27, Range 23
Relative Location
North of Diffley Road
East of Dodd Road
Project Details
• Roadway resurfacing (edge mill & 1-
PCI Rating
54/100
1/2" overlay)
Recommended
$ 37,280
• Replacement of damaged curb & utter
Improvement
Overlay
• Adjustment/Replacement of:
Curb Removal
15%
o Sanitary/Storm sewer
$ 37,120 (29%)
$ 92,880 (71%)
Scope
o Utility castings
o Watergate valves
o Street signage
Residential Lots
32
• Utility Improvements
• Pedestrian Ramp Improvements
Cost Estimate/ Revenue
Oak Bluffs
1
Property
City
Mill & Overlay w/ Signage $ 74,400
$ 37,120
$ 37,280
Repair Existing Concrete Curb & Gutter $ 47,000
-
$ 47,000
Utility Improvements $ 8,600
-
$ 8,600
Total $ 130,000
$ 37,120 (29%)
$ 92,880 (71%)
Oak Bluffs
1
January 21, 2020
Neighborhood Street Revitalization
Oak Bluffs
Eagan, Minnesota
Introduction/ History
Pavement Management - As a part of Eagan's Pavement Management Program (PMP), the City
evaluates streets within the community throughout their life cycle and implements appropriate
maintenance strategies. In 1989, a Pavement Management System (PMS) was developed that
allowed the City to evaluate the condition of the existing pavement surface for all the streets on
a routine basis and schedule timely maintenance. A Five -Year Capital Improvement Program
(CIP) for street rehabilitation is developed from this information.
The 1,255 feet of residential street in Oak Bluffs neighborhood in eastern Eagan has been
identified for 2020 street revitalization improvements. Figure 1, located in Appendix C,
illustrates the project location. The street was originally constructed in 1999.
Based on the data and engineering strategies available at this time, the City's current PMP
incorporates local and ongoing maintenance strategies with seal coating occurring as needed
(approximately 3 years after paving) and a bituminous overlay at approximately 20+ years.
Overlaying the road located within the project area, which is currently in the 20 -year time
frame, will prevent further decay of the pavement surface, thus protecting and extending the
structural life of the street.
Timely maintenance work, such as bituminous patching, crack sealing and seal coating have
occurred at appropriate intervals during the life of the pavement in the area. The City of
Eagan's maintenance records indicate that the street was seal coated in 2003 and 2011.
The Public Works maintenance program typically includes extensive patching and crack sealing
during the summer prior to the overlay. The Public Works crews, as part of the Preparatory
Pavement Management Plan, removed and replaced deteriorated pavement areas and placed
leveling and maintenance overlays on portions of the streets under consideration, where
necessary. These repairs alone will not substantially extend the life expectancy of the street
section if not combined with the bituminous overlay proposed with this project.
Infrastructure Review - The Public Works Department has also inspected the utility
infrastructure (sanitary sewer, water main, and storm sewer pipes and other structures) in the
project area and determined the underground systems are generally in good working order and
that no major repairs are necessary.
Oak Bluffs
2
To provide a comprehensive review of the project area, the condition and coverage of other
infrastructure items maintained by the City and other public agencies within the public right-of-
way and easements such as street lights, utility boxes, and above ground storm water
ponds/access, and pedestrian features were evaluated. The rehabilitation of City -maintained
items is included in this project, if needed.
Scope
This project will provide resurfacing (edge mill and overlay) for approximately 1,255 feet of
roadway. Figure 2 in Appendix C illustrates the project limits.
Included in this project are the following improvements; replacement of damaged curb and
gutter, adjustments and/or replacement to sanitary/storm sewer utility castings, water gate
valves, utility improvements, and replacement of street signage.
Area to Be Included
Properties included in the project lie within the SW %, Section 24, lying North of Diffley Road,
East of Dodd Road, in Township 27, Range 23, in the City of Eagan, Dakota County, Minnesota.
Street Pavement Evaluation
The City of Eagan's Pavement Management System allows the City to evaluate the condition of
the existing street surface to help schedule timely maintenance and improvements. The
Pavement Condition Index (PCI) ranks the surface condition for each street. The general
categories that define PCI rankings are as follows:
PCI
Recommended Improvement
56-100
Routine Maintenance/Crack Seal/Seal Coat
36-55
Patch/Repair and/or Overlay
0-35
Reconstruct/ Reclaim
The 2019 PCI rankings for the street segments have a weighted average pavement condition
rating of 54, which falls in the "Patch/Repair and/or Overlay" category, as mentioned above.
The street pavement has reached an age where, based on the City's past experience, the
integrity of the pavement can rapidly decline if no improvements are performed. Therefore, the
2020 construction season is the optimal time to construct the bituminous overlay on this street.
Any delay of the project may reduce the structural benefit to the street sections and require
more substantial rehabilitation.
Oak Bluffs
3
Proposed Improvements
Pavement - The proposed street
improvements shown in Figure 3. The
existing street section for this roadway
consists of 3" bituminous pavement
supported by 6" gravel base. The
existing bituminous surface will be •���
milled adjacent to the existing curb and v . -
gutter (6'-8' wide) to accommodate a
1% -inch bituminous overlay. The �• �""'
overlay, combined with the existing
street section, will provide a street
section consistent with current City
standards for residential streets. The
combination of patching and overlay
will not eliminate cracking due to the temperature extremes experienced in Minnesota.
Bituminous overlays will show some continued frost movements and reflective cracking
consistent with the underlying pavement. Routine maintenance will still need to continue under
the City's Pavement Management Program.
Concrete curb & gutter - Damaged curb &
gutter will be replaced if severely cracked,
spalled, or settled. It is estimated that
approximately 15% of the existing concrete
curb and gutter will have to be replaced.
Boulevard turf will be removed and replaced
with seed. While the contractor who performs
the work is responsible for its establishment
(45 days for seed), adjacent property owners
are encouraged to consistently water the new
turf, where possible, to help ensure its growth.
Utility Adjustment/Replacement — Sanitary/storm sewer manholes, catch basins, and gate
valves will be adjusted, repaired, or replaced based on the condition of castings and supporting
structures. Such repairs to the storm sewer, sanitary sewer, and water main infrastructures
ensure quick and easy access by the City for maintenance and other purposes.
Oak Bluffs
4
Sidewalk/Path & Pedestrian Ramps — Revisions to the Americans with Disabilities Act (ADA)
requires jurisdictional agencies to provide detectable warnings at all existing pedestrian ramps
of sidewalks and paths with public streets that I._IMMIShL. —
are improved, including street surface
improvements. The most common method of
providing this detectable warning is through the
installation of truncated domes a minimum of
two feet in length across the width of all
pedestrian ramps. This project provides for the
installation of truncated dome pedestrian ramps
along the existing trail wherever they currently
do not exist.
Signage - Traffic and street identification signage within the project limits have
reached the end of their useful life expectancy and are in need of
replacement. Signs have been reviewed for compliance with the Minnesota
Manual on Uniform Traffic Control Devices (MnMUTCD). Those that are
required by the MnMUTCD will be replaced to improve safety and night time
visibility, and those that are not will be permanently removed.
Street Lights —The street lights in the project area (maintained by Dakota
Electric Association) are in good condition and provide adequate coverage. No
modifications to the existing street lights are proposed.
Complete Streets — "Complete Streets" is a transportation and design approach that plans,
designs, operates, and maintains streets in a means to enable safe, convenient and comfortable
travel and access for users of all ages and abilities regardless of their mode of transportation.
Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding
public transportation, or delivering goods.
Oak Bluffs
w
z
Sidewalk/Path & Pedestrian Ramps — Revisions to the Americans with Disabilities Act (ADA)
requires jurisdictional agencies to provide detectable warnings at all existing pedestrian ramps
of sidewalks and paths with public streets that I._IMMIShL. —
are improved, including street surface
improvements. The most common method of
providing this detectable warning is through the
installation of truncated domes a minimum of
two feet in length across the width of all
pedestrian ramps. This project provides for the
installation of truncated dome pedestrian ramps
along the existing trail wherever they currently
do not exist.
Signage - Traffic and street identification signage within the project limits have
reached the end of their useful life expectancy and are in need of
replacement. Signs have been reviewed for compliance with the Minnesota
Manual on Uniform Traffic Control Devices (MnMUTCD). Those that are
required by the MnMUTCD will be replaced to improve safety and night time
visibility, and those that are not will be permanently removed.
Street Lights —The street lights in the project area (maintained by Dakota
Electric Association) are in good condition and provide adequate coverage. No
modifications to the existing street lights are proposed.
Complete Streets — "Complete Streets" is a transportation and design approach that plans,
designs, operates, and maintains streets in a means to enable safe, convenient and comfortable
travel and access for users of all ages and abilities regardless of their mode of transportation.
Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding
public transportation, or delivering goods.
Oak Bluffs
In 2010, the State of Minnesota adopted a Complete Streets policy, which encourages, but does
not require local governments to adopt this policy. The MN Department of Transportation has
published a Complete Streets Guidelines for Local Agencies Resource Guide (Feb. 2013).
The street in this neighborhood was reviewed to determine if additional Complete Streets
opportunities are available and/or feasible. The street is relatively narrow at 32 feet wide, has
low traffic volumes, limited access points, and a sidewalk is available on Dodd Road to connect
pedestrians to the City and regional trail system. Pedestrian curb ramps in the project area at
the intersecting sidewalks will be replaced, if necessary, to meet current ADA design standards.
Given the existing and proposed elements available for all users, the streets in this
neighborhood meet the intent of the complete streets guidelines.
Easement/Permits
All work will be in the public right-of-way. No additional easements are anticipated. It is
anticipated that no permits will be required for the resurfacing project.
Feasibility and Recommendations
The mill and overlay project is necessary to maintain and enhance the structural integrity of the
pavement section, create a safer driving surface, and increase rideability.
It is cost effective in that the proposed improvement (overlay) is considerably less expensive
than complete reconstruction of this street. The mill and overlay is feasible in that this type of
improvement has been used successfully to extend the life expectancy of numerous other
streets throughout the City and the region.
This project is in accordance with the Five -Year Capital Improvement Plan (2020 — 2024) for the
City of Eagan and the schedule as outlined in the Pavement Management Program. It is
recommended that the project be constructed as proposed in this report in combination with
other similar projects in the area.
Cost Estimate
Detailed cost estimates are located in Appendix A. The estimates are based on anticipated
2019 construction costs and include a 5% contingency and indirect cost of 30%, which include
legal, administration, engineering, and bond interest. A summary of the costs is as follows:
Oak Bluffs
• Mill & Overlay........................................................................ $ 74,400
• Repair Existing Concrete Curb & Gutter ................................ $ 47,000
• Utility Improvements............................................................. 8,600
Total........................................................................... $ 130,000
Oak Bluffs
6
Assessments
Assessments are proposed to be levied against the benefited properties for the total
improvement with costs allocated in accordance with the City of Eagan's Special Assessment
Policy for a mill and overlay improvement for residential streets. All assessments will be revised
based on final costs. A preliminary assessment roll is included in Appendix B.
City Special Assessment Policy
Assessment Ratio
Property City
Mill & Overlay - Low -Density Residential (R-1,2,3) 50% 50%
Repair Existing Concrete Curb & Gutter - 100%
Utility Improvements - 100%
Residential Lots — All residential lots (32 single family homes) as shown on Figure 2, having
driveway or private street access onto the street to be improved are proposed to be assessed.
The City's Assessment Policy states that 50% of the mill and overlay costs are assessable for
local residential streets, based on a standard 32 -foot width. The estimated cost per residential
unit, based on the City's Assessment Policy, is $1,160/ lot and is calculated as follows:
Mill & Overlay - Residential Properties
0 2,510' Residential Frontage / 2,510' Total Frontage = 100%
o $74,400 (Mill & Overlay Costs) x 50% x 100% = $37,200 (Total R-1 Assessment)
o $37,200 / 32 lots = $1,162.50, rounded to $1,160 / single-family lot
Assessment Financing Options
The property owner will have the option at the time of the assessment hearing to pay the full
assessment or include the assessment in with their property tax statement. If the assessment is
included with the property tax statement, the assessment and interest will be spread over five
years for residential owners. In 2019, the interest rate was set at 4%. The 2020 rate is not yet
available however, it is expected to be comparable and based on City policy will be determined
by the City Council in the spring. The following payment schedule is an example of a residential
lot assessment of $1,160 with an estimated 4% interest for the assessed amounts, and assumes
14 months interest for the first year:
I
1st Year
5th Year
Principal / Year
$232
$232...----------
Bonds may be issued to finance the improvements.
Interest/Year Cost / Year
r $54 I $286. .. ._.__.._
Oak Bluffs
7
$9__.
$241
Oak--
Revenue Source
A-,ummary of revenue sources is listed below:
The Major Street Fund will finance the estimated street related project deficit of $84,280.
The Combined Utility Fund will finance the estimated $8,600 utility improvements.
Project Schedule
Present Feasibility Report to City Council/
Order Public Hearing.............................................................................. December 17, 2019
Informational Meeting...............................................................................January 13, 2020
Public Hearing............................................................................................January 21, 2020
Approve Plans and Specifications............................................................ February 18, 2020
BidDate........................................................................................................ March 17, 2020
AwardContract.................................................................................................April 7, 2020
Start Construction ................... .......................................................................... May 1, 2020
Project Completion........................................................................................... August 2020
FinalCost Report.........................................................................................September 2020
Final Assessment Hearing...................................................................................... Fall, 2020
First Payment Due with Property Tax Statement ........................................... May 15, 2021
Oak Bluffs
8
Project
Cost
Property
Assessment
City
Contribution
Mill and Overlay (Including
Signage)
$ 74,400
$ 37,120
$ 37,280
Repair Existing Curb & Gutter
$ 47,000
-
$ 47,000
Utility Improvements
$ 8,600
-
$ 8,600
Totals
$ 130,000
$ 37,120 (29%)
$ 92,880 (71%)
The Major Street Fund will finance the estimated street related project deficit of $84,280.
The Combined Utility Fund will finance the estimated $8,600 utility improvements.
Project Schedule
Present Feasibility Report to City Council/
Order Public Hearing.............................................................................. December 17, 2019
Informational Meeting...............................................................................January 13, 2020
Public Hearing............................................................................................January 21, 2020
Approve Plans and Specifications............................................................ February 18, 2020
BidDate........................................................................................................ March 17, 2020
AwardContract.................................................................................................April 7, 2020
Start Construction ................... .......................................................................... May 1, 2020
Project Completion........................................................................................... August 2020
FinalCost Report.........................................................................................September 2020
Final Assessment Hearing...................................................................................... Fall, 2020
First Payment Due with Property Tax Statement ........................................... May 15, 2021
Oak Bluffs
8
Appendix A
Preliminary Cost Estimate
City Project 1376 Oak Bluffs
Part I - Bituminous Street Overlay
Item
Unit
Unit Price
Qty
Estimated Cost
Item No.
Item
Unit
Unit Price
Qty
Estimated Cost
1
$
8,000.00
2104.505
Remove Bituminous Pavement
SY
Part I - Bituminous Street Overlay
Item
Unit
Unit Price
Qty
Estimated Cost
2021.501
Mobilization
LS
$
8,000.00
1
$
8,000.00
2104.505
Remove Bituminous Pavement
SY
$
6.00
10
$
60.00
2232.501
Mill Bituminous Pavement (1- 1/4" depth, 6' Width)
SY
$
1.30
1994
$
2,592.20
2357.502
Bituminous Material for Tack Coat
GAL
$
3.50
330
$
1,155.00
2360.501
SP WEA340B Wearing Course Mixture (Overlay)
TON
$
62.00
470
$
29,140.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
25
$
2,875.00
2504.602
Adjust Gate Valve Box
EA
$
250.00
1
$
250.00
2506.602
Adjust Frame and Ring Casting (Manhole)
EA
$
800.00
7
$
5,600.00
2563.601
Traffic Control
LS
$
4,000.00
1
$
4,000.00
SP -1
Signage Remove and Replace
LS
$
850.00
1
$
850.00
Subtotal $ 54,522.20
5% Contingency $ 2,726.11
Subtotal $ 57,248.31
30% Indirect Costs $ 17,174.49
Part 1 - Bituminous Street Overlay $ 74,422.80
Item No.
Item
Unit
Unit Price
Qty
Estimated Cost
2104.501
Remove Concrete Curb and Gutter
LF
$
10.00
Part II - Repair Existing Curb & Gutter
2104.501
Remove Concrete Curb and Gutter
LF
$
10.00
380
$
3,800.00
2104.518
Remove Bituminous Trail Pavement
SF
$
0.75
480
$
360.00
2105.501
Common Excavation
CY
$
45.00
5
$
225.00
2211.501
Aggregate Base, Cl. 5 (100% Crushed)
TON
$
30.00
5
$
150.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
12
$
1,380.00
2504.602
Irrigation Repair
EA
$
325.00
5
$
1,625.00
2521.501
6" Concrete Ped Ramp w/ Wet Cast for Truncated Dome Inset
SF
$
16.00
480
$
7,680.00
2531.501
Concrete Curb and Gutter, 8618
LF
$
34.00
35
$
1,190.00
2531.501
Concrete Curb and Gutter, Surmountable
LF
$
32.00
345
$
11,040.00
2531.618
Truncated Dome Detectable Warning Paver (2x2)
EA
$
80.00
24
$
1,920.00
2540.602
Repair Underground Electric Fence
EA
$
100.00
5
$
500.00
2540.602
Repair Landscaping
EA
$
250.00
2
$
500.00
2572.503
Application of Water for Turf Establishment
GAL
$
0.15
7200
$
1,080.00
2573.530
Storm Drain Inlet Protection
EA
$
175.00
9
$
1,575.00
2575.550
Boulevard Topsoil Borrow - MnDOT 3877-2F
CY
$
80.00
10
$
800.00
2575.609
Seeding (MnDOT 270 w/Type 5 Hydromulch)
SY
$
7.50
80
$
600.00
Subtotal $ 34,425.00
5% Contingency
Subtotal
30% Indirect Costs
Part 11- Repair Existing Curb & Gutter
Oak Bluffs
9
$ 1,721.25
$ 36,146.25
$ 10,843.88
$ 46,990.13
Item No.
Item
Unit
Unit Price
Est
Estimated Cost
$
6,615.00
$
1,984.50
Qty
8,599.50
Part III - Utility Improvements
2506.602 Adjust Frame & Ring Casting (CB) HDPE Rings
Subtotal
5% Contingency
Subtotal
30% Indirect Costs
Part III - Concrete Entrance Replacement
Part 1- Bituminous Street Overlay
Part II - Repair Existing Curb & Gutter
Part III - Utility Improvements
Project 1376 Total Cost
Oak Bluffs
10
EA $ 700.00 9
$
6,300.00
$
6,300.00
$
315.00
$
6,615.00
$
1,984.50
$
8,599.50
$
74,422.80
$
46,990.13
$
8,599.50
$
130,012.43
Appendix B
Preliminary Assessment Roll
City Project #1376 Oak Bluffs
Ethan Drive
R-1 Residential
P.I.N.
Lot Equivalent
# of Lots
Unit
Assessment
Total
4189 Ethan Dr
105340002090
1
1
$ 1,160
$ 1,160
4185 Ethan Dr
105340002080
1
1
$ 1,160
$ 1,160
4179 Ethan Dr
105340002070
1
1
$ 1,160
$ 1,160
4171 Ethan Dr
105340002060
1
1
$ 1,160
$ 1,160
4165 Ethan Dr
105340002050
1
1
$ 1,160
$ 1,160
4159 Ethan Dr
105340002040
1
1
$ 1,160
$ 1,160
4151 Ethan Dr
105340002030
1
1
$ 1,160
$ 1,160
4143 Ethan Dr
105340002020
1
1
$ 11160
$ 1,160
4135 Ethan Dr
105340002010
1
1
$ 1,160
$ 1,160
4134 Ethan Dr
105340001010
1
1
$ 1,160
$ 1,160
4138 Ethan Dr
105340001020
1
1
$ 1,160
$ 1,160
4142 Ethan Dr
105340001030
1
1
$ 1,160
$ 1,160
4146 Ethan Dr
105340001040
1
1
$ 1,160
$ 1,160
4150 Ethan Dr
105340001050
1
1
$ 1,160
$ 1,160
4154 Ethan Dr
105340001060
1
1
$ 1,160
$ 1,160
4158 Ethan Dr
105340001070
1
1
$ 1,160
$ 1,160
4162 Ethan Dr
105340001080
1
1
$ 1,160
$ 1,160
4166 Ethan Dr
105340001090
1
1
$ 1,160
$ 1,160
4170 Ethan Dr
105340001100
1
1
$ 1,160
$ 1,160
4174 Ethan Dr
105340001110
1
1
$ 1,160
$ 1,160
4178 Ethan Dr
105340001120
1
1
$ 1,160
$ 1,160
4182 Ethan Dr
105340001130
1
1
$ 1,160
$ 1,160
Subtotal
22
22
$ 25,520
Lexie Ct
R-1 Residential
P.I.N.
Lot Equivalent
# of Lots
Unit
Assessment
Total
667 Lexie Ct
105340001140
1
1
$ 1,160
$ 1,160
668 Lexie Ct
105340001230
1
1
$ 1,160
$ 1,160
658 Lexie Ct
105340001220
1
1
$ 1,160
$ 1,160
654 Lexie Ct
105340001210
1
1
$ 1,160
$ 1,160
650 Lexie Ct
105340001200
1
1
$ 1,160
$ 1,160
Oak Bluffs
11
646 Lexie Ct
105340001190
1
1
$ 1,160
$ 1,160
647 Lexie Ct
105340001180
1
1
$ 1,160
$ 1,160
651 Lexie Ct
105340001170
1
1
$ 1,160
$ 1,160
655 Lexie Ct
105340001160
1
1
$ 1,160
$ 1,160
659 Lexie Ct
105340001150
1
1
$ 1,160
$ 1,160
Subtotal
10
10
$ 11,600
Total 32 $ 37,120
R-1 Frontage 2,510 100.0%
Total Frontage 2510 100.0%
Oak Bluffs
12
♦ 1 1 I
♦ ♦ 1 1 I I
EAGAN
2020 Street Revitalization - Project 1376
Oak Bluffs
Document Path: L:\USERSIPUBWORKS\Engineering\Projects\2020 Street ImprovementsM20 Location.mxd Date: 12/6/2019
FIG 1
\9 4rSS 10 1�
2020 Street Revitalization - Project 1376
Oak Bluffs
L:IUSERSIPUBWORKS1EngineeringlProjects12020 Street Improvements11376 11 3761 FIG 2 Date: 12/6/2019
FIG 2
A OF
Eq 2020 Street Revitalization - Project 1376
u ,. .• z
o
Oak Bluffs
Typical Street Sections
60' ROW
32' F -F
PAVEMENT SECTION
3.5" BASE COURSE
8" CLASS 5 AGG BASE
CQMPACTED SUBGRADE
EXIS * TY AL SECTION
60' Row -
32' F -F
1.25" FULL WIDTH MILL—\
�1.5" TYPE 2360 BITUMINOUS OVERLAY
BITUMINOUS TACK COAT
2" BITUMINOUS SURFACE
6" CLASS 5 AGG BASE
COMPACTED SUBGRADE
PROPOSED TYPICAL SECTION
Document Path: L:\USERS\PUBWORKS\Engineering\Projects\2020 Street Improvements\1376\1376 Fig 3
D412 CONCRETE
CURB AND GUTTER
D412 CONCRETE
CURB AND GUTTER
Date: 10/31/2019
FIG 3
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
CONSENT AGENDA
M.Trail Maintenance Contractual Services
Joint Powers Agreement
Action To Be Considered:
Approve a Joint Powers Agreement between nine cities for Trail Maintenance Contractual
Services and authorize the Mayor and City Clerk to execute all related documents.
Facts:
➢Scott County administers a Joint Powers Agreement (JPA) for trail maintenance
contractual services which currently includes the cities of Shakopee, Savage, Prior Lake,
New Prague, Belle Plaine, Jordan, Elko-New Market and Waconia.
➢The contractual services included in this JPA provide a specific trail maintenance product
that is not available through the Street Maintenance JPA Eagan currently participates in
with numerous other communities in the south metro area.
➢The City of Eagan will pay Scott County a fee, based on the cost of trail maintenance
services completed, for administration of the JPA.
➢The consolidation of the administrative services and subsequent economy of scale
competitive bidding is anticipated to result in savings to the City of Eagan.
➢The agreement has been reviewed by the City Attorney and Public Works Department
and was found to be in order for favorable Council action.
Attachments (1)
CM-1 Joint Powers Agreement
CONSTRUCTION COOPERATIVE AGREEMENT
TRAIL MAINTENANCE
THIS AGREE -VENT, made and entered into this day of , 2019, by and between the
County of Scott, a body politic and corporate under the laws of the State of Minnesota, hereinafter referred to
as the "County" and, the City of Shakopee, Minnesota, the City of Savage, Minnesota, the City of Prior Lake,
Minnesota, the City of New Prague, Minnesota, the City of Belle Plaine, Minnesota, the City of Jordan,
Minnesota, the City of Elko New Market, Minnesota, the City of Waconia, Minnesota, the City of Eagan,
Minnesota, hereinafter referred to as the "the Cities or City," and all parties hereinafter collectively referred to
as the "Parties" and individually as "Party", all being political subdivisions of the State of Minnesota.
RECITALS:
A. The County and the Cities each have responsibility for trail maintenance of trails within their
respective jurisdictions.
B. The County and the City of Shakopee, Minnesota, the City of Savage, Minnesota, the City of Prior
Lake, Minnesota, the City of New Prague, Minnesota, the City of Belle Plaine, Minnesota, the City of
Jordan, Minnesota, the City of Elko New Market, Minnesota have agreed to cooperate in a five (5)
year County led trail maintenance program ("CLTMP") on trails along County Highways located
within the City jurisdictions and have agreed to share in the cost of work covered under that plan
equally between the impacted City jurisdiction and the County.
C. All Parties seek to utilize a singular contracting procedure and one common contractor for each
Party's joint and individual trail maintenance projects.
D. The County is willing, for itself and on behalf of the Cities, to annually prepare all bidding documents
and conduct bidding services pursuant to Local and State laws for the trail maintenance services
needed and desired by the Parties.
E. This Agreement is made pursuant to the authority conferred upon the Parties pursuant to Minnesota
Statutes 471.59.
NOW, THEREFORE, IT IS HEREBY AGREED:
The recitals above are hereby restated and incorporated herein.
2. The Cities shall annually provide to the County maps showing the proposed locations for their
individually requested trail maintenance services including estimating quantities thereof on or before December
1 St prior to the construction year (ex: December 1, 2019 is the deadline for the 2020 construction year).
The County will prepare all estimates under the CLTMP on trails along County Highways.
4. The County shall prepare bid documents that include the individually submitted projects as well as the
CLTMP projects for the given year and submit those documents to the Cities for review. The Cities shall
respond with changes or approval, in writing, within two (2) weeks of receipt of the documents.
The County shall advertise for bids for the work and construction consistent with the approved
documents, receive and open bids pursuant to said advertisement, and enter into a "Contract" with the
successful overall bidder at the unit prices specified in the bid of such bidder, according to law in such case
provided for counties.
6. Project Work: The Parties will complete the contemplated contract work with the selected contractor
with responsibility as set out herein.
a. All work performed on trails along County Highways and/or initiated by the County will be
considered CLTMP work and managed as a County project.
b. Each Party shall coordinate with the contractor as to the timing of the actual work for their portion of
the Contract work.
c. Each Party shall have the authority in initiating and determining change orders and final quantities
for their portion of the Contract work.
d. Each Party shall be responsible for inspecting contractor's work, measuring the quantities of
materials provided and work performed, and approving and certifying progress of the contractor for
their portion of the Contract work.
7. Payment:
a. Project Costs - For work completed for a Party project in accordance with the Contract plans and
specifications, the contractor will submit an itemized invoice to that Party separately for that portion
of the Contract work. Upon the Party's approval of the invoice, the participating Party will remit the
approved invoice amount directly to the contractor according to the terms set forth in the Contract.
b. Administration Fee — Contractor will submit copies of each Party's directly billed invoices to the
County. Each City shall pay the County, within thirty (30) days of receipt of an invoice from
County, a fee for legal and administrative costs determined as a percentage of their actual total billed
construction costs as follows:
Actual Construction Cost
Percentage
$0-$49,999
1.50%
$50,0004100,000
1.00%
Over $100,000
0.50%
c. CLTMP Projects -For work covered by the CLTMP initially paid by County, County will invoice
the Cities upon Contract closeout for fifty percent (50%) of the actual Contract costs based on the
final measured amounts and the administration fee as set out above. Each City shall pay the County
such amounts within thirty (30) days of receipt of the invoice.
It is agreed that each Party shall indemnify, save, and hold harmless the each of the other participating
Parties, and all of their agents and employees from any and all claims, demands, actions, or causes of action, for
whatever nature, arising out of the execution or performance of the work purchased for each Party under this
Agreement, and that the participating Party further agrees to defend, at their sole costs and expense, any actions
or proceedings commenced against their respective Parties for the purposes of asserting any claim of
whatsoever character arising hereunder. The Parties agree that liability under this Agreement is controlled by
Minnesota Statute 471.59, subdivision 1 a and that the total liability for the Parties shall not exceed the limits on
governmental liability for a single unit of government as specified in 466.04, subdivision 1. (a).
9. This Agreement shall be in effect until December 31, 2024. This Agreement may be executed in
counterparts.
10. Additional parties may be added to this agreement upon the sole approval of County, proper approval of
their governing body and execution of a counterpart of this Agreement. Upon addition of any party, a copy of
the signature page and an updated contact list hereby incorporated and attached as Exhibit B will be provided
by the County to all participating Parties.
11. Termination:
a. Any City may terminate its participation in this agreement by giving written notice to the County at
least sixty (60) days' prior to the December 1 specifications due date.
b. The County may terminate this Agreement by providing written notice to the Cities at least six (6)
months prior to the December 1 specifications due date.
12. Since all Parties are a political subdivision of the State of Minnesota, each Party shall maintain a
program of self-insurance or insurance covering general liability and automobile liability protecting itself, its
officers, agents, employees and duly authorized volunteers against any usual and customary public liability
claims to the limits prescribed under Minn. Stat. Sec. 466.04 and Workers' Compensation in accordance with
the Minnesota statutory requirements. Said coverage shall be kept in effect during the entire term of this
Agreement.
13. All records kept by the Parties with respect to the Project shall be subject to examination by the
representatives of each Parry. All data collected, created, received, maintained or disseminated for any purpose
by the activities of the County or Party pursuant to this Agreement shall be governed by Minnesota Statutes
Chapter 13, as amended, and the Minnesota Rules implementing such Act now in force or hereafter adopted.
14. No Parry, its officers, agents or employees, either in their individual or official capacity, shall be
responsible or liable in any manner to the other Party for any claim, demand, action or cause of action of any
kind or character arising out of, allegedly arising out of or by reason of the performance, negligent performance
or nonperformance of the described maintenance, restoration, repair or replacement work by the other Party, or
arising out of the negligence of any contractor under any contract let by another Party for the performance of
said work; and each Party agrees to defend, save, keep and hold harmless the other, its officers, agents and
employees harmless from all claims, demands, actions or causes of action arising out of negligent performance
by its officers, agents or employees.
15. It is further agreed that no Party to this Agreement shall be responsible or liable to the other or to any
other person or entity for any claims, damages, actions, or causes of actions of any kind or character arising out
of, allegedly arising out of or by reason of the performance, negligent performance or nonperformance of any
work or part hereof by the other as provided herein; and each Party further agrees to defend at its sole cost and
expense and indemnify the other Party for any action or proceeding commenced for the purpose of asserting any
claim of whatsoever character arising in connection with or by virtue of performance of its own work as
provided herein. Each Party's obligation to indemnify the other under this clause shall be limited in accordance
with the statutory tort liability limitation as set forth in Minnesota Statutes Chapter 466.04 to limit each Party's
total liability for all claims arising from a single occurrence, include the other Party's claim for indemnification,
to the limits prescribed under 466.04. It is further understood and agreed that the Party's total liability shall be
limited by Minnesota Statute Section 471.5 9, Subdivision 1(a) as a single governmental unit.
16. It is further agreed that any and all employees of each Party and all other persons engaged by a Party in
the performance of any work or services required or provided herein to be performed by the Party shall not be
considered employees, agents or independent contractors of the other Party, and that any and all claims that may
or might arise under the Worker's Compensation Act or the Unemployment Compensation Act of the State of
Minnesota on behalf of said employees while so engaged and any and all claims made by any third parties as a
consequence of any act or omission on the part of said employees while so engaged shall be the sole
responsibility of the employing Party and shall not be the obligation or responsibility of the other Party.
17. The provisions of Minn. Stat. Sec. 181.59 and of any applicable local ordinance relating to Civil Rights
and discrimination and the affirmative action policy statement of the County shall be considered a part of this
Agreement as though fully set forth herein, including Exhibit A, which is attached and hereby incorporated.
18. The laws of the State of Minnesota shall govern all questions and interpretations concerning the validity
and construction of this Agreement and the legal relations between the Parties and performance under it. The
appropriate venue and jurisdiction for any litigation hereunder shall be those courts located with the County of
Scott, State of Minnesota. Litigation, however, in the federal courts involving the Parties shall be in the
appropriate federal court within the State of Minnesota.
19. In the event any provision of this Agreement shall be held invalid and unenforceable, the remaining
provisions shall be valid and binding upon the Parties unless such invalidity or non -enforceability would cause
the Agreement to fail its purpose. One or more waivers by either Party of any provision, term, condition or
covenant shall not be construed by the other Party as a waiver of a subsequent breach of the same by the other
Party.
Exhibit A
POLICY STATEMENT
It is the policy of Scott County Government to provide Equal Opportunity to all employees and
applicants for employment in accordance with all applicable Equal Employment Opportunity
laws, directives, and regulations of Federal, State, and local governing bodies or agencies
thereof, including Minnesota Statutes, Chapter 363A.
Scott County will not engage in any employment practices which discriminate against or
harass any employee or applicant for employment because of race, color, creed, religion,
national origin, sex, disability, age, martial status, sexual orientation, or status with regard to
public assistance. Such employment practices include, but are not limited to, the following;
hiring, upgrading, demotion, transfer, recruitment or recruitment advertising, selection, layoff,
disciplinary action, termination, rates of pay or other forms of compensation, and selection for
training, including apprenticeship. '
Further, Scott County fully supports incorporation of nondiscrimination rules and regulations
into contracts and will commit the necessary time and resources to achieve the goals of Equal
Employment Opportunity.
Any employee of the County who does not comply with the Equal Employment Opportunity
Policies and Procedures set forth in this Statement and Plan will be subject to disciplinary
action. Any subcontractor of the County not complying with all applicable Equal Employment
Opportunity laws, directives, and regulations of Federal, State, and local governing bodies or
agencies thereof, including Minnesota Statutes, Chapter 363A, will be subject to appropriate
contractual sanctions.
Scott County has designated the Employee Relations Director as the manager of the Equal
Opportunity Program. These responsibilities will include monitoring all Equal Employment
Opportunity activities and reporting the effectiveness of this program, as required by Federal,
State, and local agencies. The Scott County Administrator will receive and review reports on
the progress of the program. If any employee or applicant for employment believes he or she
has been discriminated against, please contact the Scott County Employee Relations Director,
Scott County Employee Relations, Government Center Room 201, 200 Fourth Avenue West,
Shakopee, Minnesota 55379-1220, or call (952) 496-8103.
/-1-/%
- zylhaL Lezli A. rmillion Date
Scott County Administrator
Barb Weckman Brekke Date
Chair, Board of Commissioners
Exhibit B
Administrative Contact List
Name City/County Phone Number
Emaii
Luke Simonson
Scott County
952-496-8052
Isimonson@co.scott.mn.us
Jake Theisen
Prior Lake
952-447-9899
jtheisen@cityofpriorlake.com
Bill Egan
Shakopee
952-233-9555
beagan@shakopeemn.gov
Andy Weldon
Savage
952-224-3400
aweldon@ci.s�mn.us
Corey Schweich
Elko New Market
925-224-6781
cschweich@ci.enm.mn.us
Scott Haas
Jordan
952-492-2535
1 haass@iordamma.gov
AI Fahey
Belle Plaine
952-873-6742
publicworks@ci.belleplaine.mn.us
Glen Sticha
New Prague
952-758-4401
gsticha@ci.new-prague.mn.us
Craig Eldred
Waconia
952-442-4265
celdred@waconia.org
Angie Ellison
Eagan
651-485-0709
aellison@cityofeagon.com
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
CONSENT AGENDA
N. Sperry Tower
2020 Lighting Schedule
Action To Be Considered:
Approve the updated Sperry Tower Lighting Schedule.
Facts:
➢ On January 17, 2017, the City Council approved the Sperry Tower Lighting Policy that
addressed the tower lighting details of the telecommunications facility located at 1420
Towerview Road. The lighting features on the telecommunications tower have nearly
limitless capabilities. A policy appendix detailed a lighting schedule that included only
City recognized holidays in additional to a default Eagan Green.
➢ On December 19, 2017, the City Council approved an updated Sperry Tower Lighting
Schedule that included 60 specific dates or periods that recognized a variety of topics
ranging from holidays, professional sports teams, food, beverages, health issues, animals,
and professions.
➢ Lighting of the Sperry Tower is to be prioritized as follows: 1) In interest of City of Eagan;
2) In interest of Eagan community; 3) In interest of Eagan community
members/representatives; 4) A greater common interest.
➢ A policy appendix was created with a 12 month lighting schedule for the tower. Dates
with specified observances identify color schemes or dynamic features. Unique lighting
of dates not included in the schedule are supported by the policy, without need for a
specific observance, in addition to the default Eagan Green.
➢ Requests for special lighting to be added to the schedule of the tower lighting are allowed
through the use of applications from interested parties. Specific lighting requests were
made throughout 2019. Lighting requests submitted by March 1 each year are considered
for the following 12 month lighting schedule. Applications may also be submitted a
minimum of 30 days before any unscheduled dates. Applicants are notified regarding the
status of their request.
➢ In following with past practices of not declaring "proclamations" for the latest "cause,"
the tower lighting schedule avoids "causes" that may be controversial, such as those that
are overtly religious or political. Additional schedule observances to avoid would be those
that are personal or commercial (advertising) in nature. Special lighting for general
holidays, certain conditions/illnesses or the awareness of such things or other common
causes, on the contrary, are being suggested as appropriate. One request made for the
2020 lighting schedule was denied in accordance with policy (personal) and three
requests made in 2019 were denied in accordance with policy (1 – political, 1 – personal,
1- scheduling conflict).
➢ Schedule flexibility is included in the lighting policy to enable the celebration or
notification of certain events: i.e. Eagan wins a state championship, storm warning
(possible future application), etc. Flexibility is also provided in the p olicy for the
incorporation of public art as special lighting without a connection to a specific date.
➢ The updated Sperry Tower lighting schedule has been prepared by Public Works
Department staff based upon previous Council direction and requests submitted
throughout 2019 and found to be in order for favorable Council action.
Attachments (1)
CN-1 Tower Lighting Schedule
Sperry Tower Lighting Schedule – 2020
Date - Observance Colors Used for Lighting
January 1 - New Year's Day Multi-color and Message
January 20 - Martin Luther King Jr. Day Red, White and Blue
January 27 - Holocaust Remembrance Day Blue
February 2 - Groundhog Day Brown
February 9 – National Pizza Day Multiple Colors
February 14 - Valentine's Day Red, Pink and White
February 17 - Presidents’ Day Red, White and Blue
March 6 - Light the night for amyloidosis* Red, Pink and White
March 8 - International Women’s Day Pink
March 17 - St. Patrick's Day Green
March 20 - Day of Happiness Yellow
March 22 - World Water Day Blue
April 1 - Twins (home opener - following day) Red and Blue
April 2 - World Autism Day Blue
April 9 - Passover Blue and White
April 12 - Easter Yellow, Pink and Green
April 17 - Donate Life Day (organ, tissue donation) Green and Blue
April 22 - Earth Day Green and Blue
April 24 - Ramadan Green and Black
April 30 - Adopt a Shelter Pet Day Multi-colored
May TBD - Lynx home opener Blue and Green
May 7- Children's Mental Health Awareness Day Green
May 10 - Mother’s Day Pink
May 15 - National Peace Officers Memorial Day Blue
May 17-23 - National Public Works Week Orange & White
May 20 - World Bee Day Yellow & Black
May 25 - Memorial Day Red, White and Blue
June 1 - World Milk Day White
June 5 - National Donut Day Light Brown
June 6 - D-Day* Red, White and Blue
June 7 - Play Tetris Multi-Color Dynamic Feature
June 14 - Flag Day Red, White and Blue
June 17 - National Eat Your Vegetables Day Green, Yellow, Orange, Red and Purple
June 21 - Father’s Day Light Blue
July 3 & 4 - Independence Day Red, White and Blue
July 7 - World Chocolate Day Brown
July / August TBD - Vikings Training Camp Purple and Gold
July 29 - International Tiger Day Orange and Black
August 1 - 35W Bridge Memorial Red, White and Blue
August 7 - International Beer Day Gold
August 8 - World Cat Day White and Black
August 26 - National Dog Day Orange and Blue
September TBD - Vikings home opener Purple and Gold
September 7 - Labor Day Red, White and Blue
September 11 - 9/11 Memorial Red, White and Blue
September 15 – Brain Aneurysm Awareness* Maroon
September 19 - Rosh Hashanah Blue and White
September 21 - International Day of Peace Red, Pink, Yellow, Brown and Black
September 28 - Yom Kippur Blue and White
September 29 - International Coffee Day Dark Brown
October 1 - Breast Cancer Awareness Month Pink
October TBD - Wild home opener Red and Green
October 4 - National Fallen Firefighters Memorial Red, Orange & Yellow
October 5 - World Teachers Day Red, Yellow and Blue
October 6-9 - Fire Prevention Week Red
October 10 - World Mental Health Day Purple
October TBD - Timberwolves home opener Blue, White and Green
October 21 - Imagine a Day Without Water Blue
October 31 - Halloween Orange and Black
November 3 - Election Day Red, White and Blue
November 11 - Veterans Day Red, White and Blue
November 13 – World Kindness Day Yellow, Orange and Pink
November 19 - International Men’s Day Light Blue
November 26 - Thanksgiving Day Red, Brown and Orange
December 6 - Salvation Army Red (volunteering) Red
December 7 – Pearl Harbor Remembrance Day Red, White and Blue
December 11 - Hanukkah Begins Blue and White
December 24/25 - Christmas Eve/Day Red and Green
December 26 - Kwanzaa begins Red, Black and Green
December 31 - New Year’s Eve Multi-colored
*Special lighting requests for 2020
Agenda Information Memo
December 17, 2019, Eagan City Council Meeting
CONSENT
O. Approve Extension of Variance for 3640 Elrene Road - (Thor Raarup)
Actions To Be Considered:
To approve a one-year extension of Variance approval allowing construction of a 1,500
square foot accessory structure upon property located at 3640 Elrene Road.
Facts:
On January 16, 2018, the City Council approved a Variance allowing a 1,500-
square foot accessory structure in conjunction with construction of a new single-
family home on the property.
City ordinance states that a Variance becomes null and void if not implemented
and utilized within one (1) year of approval. City ordinance also provides that an
accessory structure cannot be built before the principal building.
The applicant submitted a written request for extension of the Variance
approval, indicating they still intend to use the Variance. The Building Permit
application has been submitted for the house, and construction is anticipated to
begin after the permit is issued.
The applicant is requesting a one (1) year extension of the Variance approval to
allow time for construction of the house before commencing construction of the
accessory building.
If approved, the new expiration date of the Preliminary Subdivision will be
January 16, 2021.
Issues:
None
Attachments: (2)
CO-1 Location Map
CO-2 Extension Request E-mail
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Project Name: Raarup - 3640 Elrene Rd.Request: VarianceCase No.: 13-VA-08-11-17
Subject Site
1
Pam Dudziak
From:Raarup,Thor G <TRAARUP@travelers.com>
Sent:Thursday, December 05, 2019 11:57 AM
To:Pam Dudziak
Cc:paularaarup@gmail.com
Subject:Variance Extension Request
Pam -
I am writing to request an extension of the Variance that was originally approved at
the January 16, 2018 meeting of the Eagan City Council allowing the construction of
a 1,500 sf accessory structure at 3640 Elrene Road. The variance was granted an
extension at the January 15, 2019 City Council meeting. We still intend to use the
Variance and construct the 1,500 square foot accessory structure in conjunction
with the construction of a single-family home on the property. We have initiated the
permit approval process on the accompanying home and anticipate utilizing the
variance in 2020.
Please let me know if you have any questions.
Thank you,
Thor Raarup
651-747-7926
1240 Deerwood Drive
Eagan, MN 55123
Thor G. Raarup | Senior Vice President - Municipals | Fixed Income Investments
Travelers
385 Washington Street | 9275-NB11B
St. Paul, MN 55102-1396
651.310.7660
This message (including any attachments) may contain confidential, proprietary, privileged and/or private information. The information is intended to be for the use
of the individual or entity designated above. If you are not the intended recipient of this message, please notify the sender immediately, and delete the message
and any attachments. Any disclosure, reproduction, distribution or other use of this message or any attachments by an individual or entity other than the intended
recipient is prohibited.
TRVDiscDefault::1201
Agenda Information Memo
December 17, 2019 City Council Meeting
CONSENT AGENDA
P.Approve Change Order #14 for Project 18-06, Police Department and City Hall
Renovation
Action to Be Considered:
Approve change order #14 for Project 18-06, Police Department and City Hall Renovation.
Facts:
➢Contract 18-06 provides for the renovation of the Police Department and City Hall
facilities, including remodeled office space, building additions, a training room, and a
new parking garage for Police squad cars.
➢On March 20, 2018, the City Council awarded the base bid and alternates to Ebert
Construction.
➢The cost of the change order is $116,951.33. The change order includes plumbing
corrections and firestopping needs, along with costs to level the flooring and infill holes
on the 1st floor of City Hall, which were unforeseen conditions discovered during
demolition.
➢The cost of the additional work is consistent with bid prices received for relevant bid
items on other projects within the city and region.
➢The cost of the additional work under the change order will be the responsibility of the
project contingency fund.
➢The change order has been reviewed by Wold Architects and the City’s project
leadership team and is in order for favorable Council action.
Attachments: (1)
CP-1 Wold Architects, Summary of Change Order
December 11, 2019
Dianne Miller
Assistant City Administrator
City of Eagan
3830 Pilot Knob Road
Eagan, Minnesota 55122
Re: City of Eagan
City Hall and Police Department Facility Remodel and Addition
Commission No. 172086
Dear Dianne:
We have concluded our review of various contract changes for the additions and renovation of the
City Hall and Police Facility and the following recommendations represents a fair value for the
work. This change order includes the following items:
PR 143
During on site coordination, the door from the Police break room
onto the exterior patio was changed from a wood to a hollow
metal door
Add $1,954.49
PR 146
A wall in the Police Department mud room was called out for
tile that was no longer needed after the relocation of the duty
lockers. This is a credit for the removal of that scope of work
Deduct ($530.00)
PR 148
During the demolition of the lower level ductwork, it was
discovered that the low voltage cabling was connected to some
of the ductwork that was to be removed. This cost represents the
added labor to protect the cabling.
Add $1,076.25
PR 154R
As requested, film was added to the front glass at the Police
Department front counter area. This cost also includes
modification to the door of the Chief’s office.
Add $3,020.80
PR 166
Installation of the Owner approved break box was required to
secure the Police Department patio door. This cost reflects the
final electrical connection and installation of this equipment
Add $785.88
PR 168
As requested, the Police Department adjusted the names on the
interview room signage. This cost is for the new signs.
Add $259.35
PR 170
In existing offices, some electrical and data receptacles were
relocated for easier connection to the new workstation furniture.
Add $1,536.99
PR 171
Through discussions with the building official, the fire rating
boundaries was adjusted to avoid conflict with a window
opening. This cost represents the cost of a new fire rated door
and installation.
Add $3,845.90
PR 174
The locker room showers required modification to the
showerhead location and associated plumbing.
Add $11,051.13
PR 175
During on site coordination with installation of new furniture, a
few of the electrical connections to the workstations needed to be
modified. This cost represents those electrical adjustments.
Add $892.50
PR 177
The Owner requested additional painting of the existing elevator
and removal of casework and patching in the renovated spaces
in the Police Department. This is the cost for added scope items.
Add $2,908.25
Letter to Dianne Miller
Page 2
PR 178
The Owner request to fully implement the future washer and
dryer connections in the Police Department was added to the
scope. This cost represents the cost of finishing the electrical
connection to the new appliances.
Add $1,359.75
PR 181
During coordination with the Fire Marshall, the exterior number
signage was added to the project. There were also minor
adjustments to the Police Department to relocate electrical
receptacles and add additional signage per Owner request.
Add $2,962.57
PR 185
Existing mechanical shafts were infilled per Owner request to
gain floor area near the Eagan room in City Hall. This cost also
includes minor adjustments to ceilings and mechanical chases
uncovered during demolition that needed to occur.
Add $12,405.19
PR 186
During demolition, the existing exterior wall in the City Hall
break room was uncovered and it was determined that it would
require protection above the ceiling to meet the current code.
This was achieved by installation of gypsum board to the
structure above. This cost is for the additional labor and material
for this work.
Add $1,753.50
PR 187
Similarly to the Police Department, when the ceilings were
removed during demolition there were areas in which spray
foam was used at the exterior walls at the structural deck and
wall connection. Per code and requirement of building official, a
spray protection was applied over the spray foam. This is the cost
for the previously approved product to be used in the similar
application at City Hall.
Add $10,125.15
PR 188
During furniture installation, some of the electrical connections
needed to be modified for the specific furniture selected. This is
the cost for those adjusted connections.
Add $126.53
PR 190
During demolition, the wall system that was uncovered was
brick and block rather than the anticipated stud wall
construction. This cost represents the added cost do demolish the
brick and block wall.
Add $3,256.00
PR 191
PR 191.1
During demolition, the concrete topping on the main level of City
Hall was discovered to be delaminating from the floor. These two
costs cover the removal and installation of new topping for this
unforeseen condition.
Add $25,080.00
$15,721.65
PR 193
After demolition, various structural elements were uncovered
that required adjustments to the design solution. This cost
represents the relocation and configuration of columns to deal
with the actual existing condition.
Add $3,941.70
PR 195
During demolition, an existing column was uncovered and
adjustment was required to avoid conflict with new bathroom
layout in the upper level of City Hall. This cost represents a new
column enclosure to work with the new door layouts.
Add $257.25
Letter to Dianne Miller
Page 3
PR 196
Additional rough in was required for a new security camera for
the Police Department garage area.
Add $434.70
PR 197
During demolition additional floor opening were uncovered.
This cost represents the cost of structural infills in these locations
at City Hall.
Add $9,601.90
RFI 371 Per Owner request, additional flooring was removed and new
flooring was scheduled for installation in the north stairwell in
City Hall.
Add $2,736.80
RFI 377
Framing for the existing skylight required additional demolition.
This represents the removal cost.
Add 387.20
Total Change Order No. 14 $116,951.33
Once approved by City Council, please have all three Change Orders signed and returned to my
attention. If you have any questions, please do not hesitate to call.
Sincerely,
Wold Architects and Engineers
John McNamara | AIA, LEED AP
Partner
cc: Michael Klass, Wold
Amanda Marcott, Wold
MV/CI_Eagan/172086/crsp/dec19
Agenda Information Memo
December 17, 2017, Eagan City Council Meeting
CONSENT AGENDA
Q. Approve Resolution directing the City Clerk to issue 2020 alcohol license
renewals upon licensees’ submission of renewal documents and fees
Action To Be Considered:
To approve a resolution directing the City Clerk to issue 2020 alcohol license renewals
upon the licensees’ submission of renewal documents and fees.
Facts:
The City Council is being asked to direct the City Clerk to issue alcohol license
renewals upon the licensees’ submission of all renewal documents and fees and
successful review by the Police Department.
All documentation and fees must be submitted to the City Clerk’s Office by 4:30
p.m. on Tuesday, Dec. 31, 2019, at which time the City Clerk’s authority to issue
2020 license renewals will cease. If a renewal application is incomplete in any
way, the 2019 license will expire as of 12:01 a.m. on January 1, 2020 and the
establishment will be unable to see alcohol until a new application is submitted,
all fees are paid, and Council has approved the license. For some licenses, final
approval by the State of Minnesota will also be necessary.
The City Clerk’s Office contacts every licensee whose renewal application has not
been received or was incomplete to remind them that all renewal information
and fees must be submitted prior to 4:30 p.m. on Dec. 31.
The attached resolution identifies alcohol licensees scheduled to renew for 2020.
The breakdown of alcohol license renewals for the year 2020 are anticipated to
be as follows:
o 16 Off‐Sale Liquor
o 39 On‐Sale Liquor
o 11 On‐Sale Wine & Beer
o 1 On‐Sale Beer
o 13 Off‐Sale Beer
o 2 Brewpub Off‐Sale
o 1 Taproom
o 1 Brewer Off‐Sale
Attachments: (1)
CQ‐1 Resolution
RESOLUTION NO. __________
CITY OF EAGAN
DIRECTING THE CITY CLERK TO ISSUE 2020 ALCOHOL LICENSE RENEWALS
WHEREAS, it is expected the following alcohol licensees will be renewing their alcohol
licenses for the 2020 license period;
NOW, THEREFORE, BE IT RESOLVED that the City Council of Eagan, Dakota
County, Minnesota, hereby grants and approves, effective January 1, 2020 to December 31, 2020
the following alcohol licenses:
On-Sale Liquor License and Sunday Liquor License
License Name DBA Location
Lost Spur Golf Course, Inc. Lost Spur Golf Course 2750 Sibley Memorial Hwy
Cedarvale Bowl, Inc.
Cedarvale Lanes/Fitz's Bar &
Grill 3883 Cedar Grove Pkwy
Cliff Corporation Doolittles 2140 Cliff Rd
Casper's Cherokee Sirloin
Room Eagan Inc. Cherokee Sirloin Room 4625 Nicols Rd
Apple Minnesota LLC
Applebee's Neighborhood
Grill & Bar 1335 Town Centre Dr
Starks I, Inc. Starks Saloon & Ricky's Cafe 3125 Dodd Rd
Jensen's Supper Club, Inc. Jensen's Food & Cocktails 3840 Rahn Rd
Wheatstone Restaurant
Group, LLC Houlihans 1294 Promenade Pl
Buffalo Wild Wings
Buffalo Wild Wings Grill &
Bar 1280 Promenade Pl
HGIE, LLC Hilton Garden Inn Eagan 1975 Rahncliff Ct
Cerrito Colorado, Inc. El Loro Mexican Restaurant 1428 Yankee Doodle Rd
Ansari Brothers Inc.
Ansari's Mediterranean Grill
& Bar 1960 Rahncliff Ct
Granite City Restaurant
Operations, Inc. Granite City Food & Brewery 3330 Pilot Knob Rd
Wildcats Bar and Grill, LLC Wildcats Bar and Grill 1448 Yankee Doodle Rd
Lone Oak Store, LLC
Burgers & Bottles/Volstead
House/Mean Miner's Taco 1278 Lone Oak Rd
D3 Investments Inc. Trail Stop Tavern 525 Diffley Rd
Valley Lounge, Inc. Yankee Tavern 1755 Yankee Doodle Rd
Hy-Vee Inc.
1500 Central Park Commons
Dr
Final Final Brewing Co. LLC Union 32 Crafthouse 2864 Hwy 55
Cielito Lindo Restaurant,
LLP Cielito Lindo Restaurant 1981 Silver Bell Rd
Muddy Cow Eagan LLC Lone Oak Grill 3010 Eagandale Pl
Northwoods Entertainment,
LLC Emagine Eagan 2055 Cliff Rd
Brinker Restaurant
Corporation Chili's Grill & Bar 3625 Pilot Knob Rd
Osman Properties, Inc.
Lost Spur Golf and Event
Center 2750 Sibley Memorial Hwy
T.C.B.H., Inc.
Holiday Inn - MSP
Airport/Eagan 2700 Pilot Knob Rd
Bonfire Restaurant Company,
LLC Axel's Bonfire 1555 Cliff Rd
Andiamo Italian Ristorante, Inc. Andiamo Italian Ristorante 1629 Lena Ct
Erika Aranda Fiesta Cancun Mexican Grill
and Bar
4250 Lexington Ave
Cooper's Restaurant, Inc. Cooper's Restaurant 4185 South Robert Tr
Cupcake, Inc. Cupcake/The Mason Jar 1565 Cliff Rd
Tres Amigos, LLC Teresa's Mexican Restaurant 1008 Diffley Rd
Twisted Brothers Eagan LLC Wyatt's Twisted Americana 1965 Cliff Lake Rd
J and J Bhakta LLC Genghis Grill 1278 Town Centre Dr
EGGM, LLC Green Mill of Eagan 1940 Rahncliff Ct
Frank Eagan LLC R Taco 3345 Central Park Village Dr
Ashford Royal Cliff LLC Brianno's/Royal Clliff 2280 Cliff Rd
SDHR LLC Persis Biryani 1282 Town Centre Dr
El Parian Mexican Grill Inc. El Parian Mexican Grill 1960 Cliff Lake Rd
Tristram Corp Eagan Arms Public House 4250 Lexington Ave
Flik International Corp Viking Lakes 2600 Vikings Circle
Off-Sale 3.2 Percent Malt Liquor (Beer) License
License Name DBA Location
Kwik Trip, Inc. Kwik Trip #662 3145 Dodd Rd
Daisy Petroleum Inc. Daisy Petroleum 4198 Pilot Knob Rd
Walmart Inc. Wal-Mart Store #1786 1360 Town Centre Dr
Eagan 2014 LLC Cub Foods 1276 Town Centre Dr
Northern Tier Retail LLC Speedway #4182 1406 Yankee Doodle Rd
Northern Tier Retail LLC Speedway #4335 1379 Town Centre Dr
Holiday Stationstores, LLC Holiday Stationstore 4595 Nicols Rd
Kowalski Companies, Inc. Kowalski's Eagan Wine
Market
1646 Diffley Rd
Eagan 2008 LLC Cub Foods #31794 1020 Diffley Rd
Northern Tier Retail LLC Speedway #4049 4200 Sibley Memorial Hwy
Northern Tier Retail LLC Speedway #4464 2250 Cliff Rd
SUPERVALU Inc. Cub Foods 1940 Cliff Lake Rd
Kwik Trip, Inc. Kwik Trip #179 4600 Slater Rd
Off-Sale Liquor License
License Name DBA Location
Kwik Trip, Inc. Kwik Trip #662 3145 Dodd Rd
Daisy Petroleum Inc. Daisy Petroleum 4198 Pilot Knob Rd
Walmart Inc. Wal-Mart Store #1786 1360 Town Centre Dr
Eagan 2014 LLC Cub Foods 1276 Town Centre Dr
Northern Tier Retail LLC Speedway #4182 1406 Yankee Doodle Rd
Northern Tier Retail LLC Speedway #4335 1379 Town Centre Dr
Holiday Stationstores, LLC Holiday Stationstore 4595 Nicols Rd
Kowalski Companies, Inc. Kowalski's Eagan Wine
Market
1646 Diffley Rd
Eagan 2008 LLC Cub Foods #31794 1020 Diffley Rd
Northern Tier Retail LLC Speedway #4049 4200 Sibley Memorial Hwy
Northern Tier Retail LLC Speedway #4464 2250 Cliff Rd
SUPERVALU Inc. Cub Foods 1940 Cliff Lake Rd
Kwik Trip, Inc. Kwik Trip #179 4600 Slater Rd
Kwik Trip, Inc. Kwik Trip #662 3145 Dodd Rd
Daisy Petroleum Inc. Daisy Petroleum 4198 Pilot Knob Rd
Walmart Inc. Wal-Mart Store #1786 1360 Town Centre Dr
On-Sale Wine, Sunday Wine & 3.2 Percent Malt Liquor (Beer) License
Hiko Minnesota, Inc. Hiko Sushi 1466 Yankee Doodle Rd
IHG Development, LLC Italian Pie Shop & Winery 1438 Yankee Doodle Rd
Fratelli Tre, Inc. Carbone's Pizzeria 1665 Yankee Doodle Rd
Hoban Korean Restaurant, Inc. Hoban Korean Restaurant 1989 Silver Bell Rd
Davanni's Inc. Davanni's Pizza 1960 Cliff Lake Rd
Civitali Restaurant Corporation Punch Neapolitan Pizza 3345 Central Park Village Dr
Eagan 888 Inc. Kyoto Sushi 1250 Town Centre Dr
Smashburger Acquisition-
Minneapolis, LLC
Smashburger 1270 Promenade Pl
Phong Nguyen Classic Saigon Restaurant 1272 Town Centre Dr
ZZQ Inc. ZZQ Smokehouse 3390 Coachman Rd
Denebola Corp Bayleaf Indian Cuisine 1260 Town Centre Dr
Taproom License
License Name DBA Location
Bald Man Brewing, Inc. Bald Man Brewing 2020 Silver Bell Rd
Off-Sale Brewer License
License Name DBA Location
Bald Man Brewing, Inc. Bald Man Brewing 2020 Silver Bell Rd
Off-Sale Brewpub License
License Name DBA Location
Final Final Brewing Co. LLC Union 32 Craft House 2864 Highway 55
Granite City Restaurant
Operations, Inc. Granite City Food & Brewery 3330 Pilot Knob Rd
On-Sale 3.2 Percent Malt Liquor (Beer) License
License Name DBA Location
West End Trap Club, Inc. West End Trap Club 4899 Brooklyn Lane
BE IT FURTHER RESOLVED that the license approvals are conditioned upon the
licensees submitting the required renewal documents and the annual license fee and upon review
and approval by the Eagan Police Department;
BE IT FURTHER RESOLVED that the City Council directs the City Clerk to issue
said licenses upon all aforementioned conditions being met and that the City Clerk’s authority to
issue the licenses shall expire at the close of business on December 31, 2019.
CITY OF EAGAN
CITY COUNCIL
By: _________________________
Its Mayor
Attest: _______________________
Its Clerk
Motion by:
Seconded by:
Those in favor:
Those against:
Date: December 17, 2019
CERTIFICATION
I, Christina M. Scipioni, Clerk of the City of Eagan, Dakota County, Minnesota, do
hereby certify that the foregoing resolution was duly passed and adopted by the City Council of
the City of Eagan, Dakota County, Minnesota, in a regular meeting thereof assembled this 17th
day of December, 2019.
____________________________
City Clerk
Agenda Information Memo
December 17, 2019, Eagan City Council Meeting
CONSENT AGENDA
R. Direct preparation of an ordinance amendment to City Code Chapter 6
regarding tobacco regulations
Action To Be Considered:
To direct preparation of an ordinance amendment to City Code Chapter 6 regarding
tobacco regulations.
Facts:
At the Oct. 15 Listening Session, the City Council received a request to consider
changes to the City’s tobacco ordinance.
At the Dec. 10 Special City Council Meeting, the Council discussed various
options for amending the City’s tobacco and electronic cigarette regulations.
Ultimately, the Council directed staff to prepare an ordinance amendment that
would increase the legal age to purchase tobacco products to 21 and would
require licensees to have a training program for their staff.
The proposed ordinance amendment will be placed on a future Special City
Council Meeting agenda for further discussion.
As required by State Statute, tobacco licensees will receive a notice of the
potential ordinance amendment at least 30 days before the Special City Council
Meeting.
Attachments: (0)
Agenda Information Memo
December 17, 2019, Eagan City Council Meeting
CONSENT AGENDA
S. Approve a Resolution to Proclaim May 15, 2019, and May 13, 2020, as Arbor
Day and the month Of May 2019 and 2020 as Arbor Month in the City of Eagan
Action To Be Considered:
To acknowledge Eagan as the recipient of the 2018 Tree City USA Award from the
National Arbor Day Foundation, and approve the Arbor Day Resolution setting
Wednesday, May 13, 2019, and Wednesday, May 15, 2020, as Arbor Day and May 2019
and 2020 as Arbor Month in the City of Eagan.
Facts:
Eagan has received the Tree City USA community designation from the National
Arbor Day Foundation for 32 consecutive years. Each year the Parks and
Recreation Department conducts an Arbor Day program which includes
participation in a tree‐planting project. This year, 2019, the 33rd annual event
was held at the newly renovated Quarry Park.
Recognition as a Tree City is based on efforts by the City to promote tree
planting in the community and the resolution demonstrates that effort.
To become a Tree City, a community must meet four standards: a tree board or
department, a tree care ordinance, a comprehensive community forestry
program, and an Arbor Day observance.
Eagan has demonstrated progress in the following forestry activities:
Publications, parks and open space, and improved ordinance.
Attachments: (1)
CS‐1 Resolution
CITY OF EAGAN
RESOLUTION
A PROCLAMATION OF EAGAN ARBOR DAY
AND EAGAN ARBOR MONTH
WHEREAS, trees are a most valuable resource in the State of Minnesota and City of Eagan –
purifying our air and water, helping conserve our soil, serving as a recreational settings, providing habitat
for wildlife for all kinds, and enriching our lives in so many important ways; and
WHEREAS, pollutants, tree diseases and urban expansion have damaged and continue to threaten
our trees, creating the need for reforestation programs and concerted public action toward ensuring the
future of out City’s urban forests; and
WHEREAS, each year the people of Minnesota pay special attention to the wonderful gift that
our trees represent and dedicate themselves to the continued health of our state’s trees; and
WHEREAS, The City of Eagan has been recognized as a Tree City USA community by the
National Arbor Day Foundation since 1988 and desires to continue its tree-planting programs;
NOW, THEREFORE, BE IT RESOLVED that the Eagan City Council does hereby proclaim
Wednesday, May 15, 2019 and Wednesday, May 13, 2020 to be ARBOR DAY and the month of May for
both 2019 and 2020 to be ARBOR MONTH in the City of Eagan.
BE IT FURTHER RESOLVED that the Mayor and Council further urge citizens to become more
aware of the importance of trees to the well-being of our community; and to participate in City tree
planting programs which will ensure a greener place for our citizens to live in the decades to come.
CITY OF EAGAN
CITY COUNCIL
By: __________________________
Mayor
Attest: _______________________
City Clerk
Motion made by:
Seconded by:
Those in favor:
Those against:
Dated: 12-17-2019
CERTIFICATION
I, Christina M. Scipioni, City Clerk of the City of Eagan, Dakota County, Minnesota, do hereby
certify that the foregoing resolution was duly passed and adopted by the City Council of the City of
Eagan, Dakota County, Minnesota, in a regular meeting thereof assembled this 17th day of December,
2019.
______________________________________
City Clerk
Agenda Information Memo
December 17, 2019, Eagan City Council Meeting
CONSENT AGENDA
T. Approve On-Sale Liquor and Sunday License for Osman Properties, Inc. doing
business as Lost Spur Golf and Event Center, 2750 Sibley Memorial Highway
Action To Be Considered:
To approve an On-Sale Liquor and Sunday License for Osman Properties, Inc. doing
business as Lost Spur Golf and Event Center, located at 2750 Sibley Memorial Highway.
Facts:
➢ Osman Properties, Inc., a corporation solely owned by Osman Shrine, has applied
for an On-Sale Liquor and Sunday License for a restaurant and golf course
located at 2750 Sibley Memorial Highway. The current licensee at this location
will be ceasing operations on Dec. 31 and Osman Properties, Inc., the property
owner, will be managing the restaurant and golf course .
➢ All required documents have been submitted, reviewed and deemed in order by
City staff and the Police Department.
Attachments: (0)
Agenda Information Memo
December 17, 2019, Eagan City Council Meeting
PUBLIC HEARING
A. Approve 2020 Fee Schedule
Action To Be Considered:
To close the public hearing and adopt a resolution approving the 2020 Fee Schedule
establishing fees for various City services, supplies and materials.
Required Vote For Approval:
Majority of Councilmembers present
Facts:
Per Minnesota Statutes 462.353, the adoption of a fee schedule requires
publication at least 10 days prior to a public hearing as the fee schedule includes
planning and zoning permit fees. The notice was published on December 6.
Fees are reviewed annually by staff. Fee increases are proposed by the
departments charging the fee. Proposed increases are reviewed for propriety
and compiled for presentation to the Council by the Assistant Finance Director.
Attachments: (4)
PHA‐1 Summary of notable changes for 2020, referencing the fee schedule page
numbers
PHA‐2 Resolution adopting the 2020 Fee Schedule
PHA‐3 Copy of the existing 2019 Fee Schedule marked up with proposed changes
for 2020
PHA‐4 Metro Utility Rate Survey Results
2020 Fee Schedule
Summary of Notable Proposed Changes
December 17, 2019
Page 4 The development sign fee is proposed to help notify the public of pending land use changes
with the purchase of durable metal signs. The $50 fee is projected to reimburse the City for
the sign costs over a two-year period. In addition to the permit fee, please note the security
deposit on page 7.
Page 5 The proposed erosion and sediment control (ESC) performance security fees and deposits
will secure the City’s financial exposure and risk with contractors to provide ESC services for
private projects. Security deposit would be utilized to complete necessary ESC when the
responsible private party has failed to do so.
Page 7 The contract management escrow is proposed to increase due to the ever-increasing
complexity of developments and lack of experience and expertise shown by many recent
developers/development managers/contactors where the development agreement escrow
rarely covers our contract management costs.
Page 12 Trunk and connection rates are proposed to increase 1.27% per our customary use of the
Engineering News Review construction inflation index.
Page 12,13 Staff updates the City’s 20 year Utility Rate study model annually for capital and operating
needs for each respective utility operation. The updated model results in the following
proposed rate adjustments:
Water – 5% increase is proposed for the base rate while the conservation rate is proposed to
increase 5% similarly to maintain the 25% differential recommended by the DNR.
Sanitary sewer – 5% increase in volume rate from $3.69 to $3.87/thousand gal; fixed rate is
increased from $1.92 to $2.01.
Street lighting – 5% increase
Storm drainage/Water Quality – 5% increase.
The monthly utility bill for all utilities—water, sanitary sewer, street lighting, storm drainage—
for a typical household that uses 20,000 gallons of water in the winter will increase $ 2.34
from $48.32 to $50.66.
Page 13 Service charge rates for the private hydrant inspections and flushing are proposed to
increase due to increased staff costs that perform the services.
Page 14,15 The proposed water meter charges are set to change in order to realign charges with the
cost of the actual meter
Page 16 Street assessment rates are increased 1.27% per our customary use of the Engineering
News Review construction inflation index.
Page 19 Cascade Bay rates are proposed to increase by $1 for Daily admission. The last increase
was in 2018.
Page 19 Civic Arena floor/ice hourly rates are proposed to increase $5. The ice rates are considered
competitive in comparison to nearby communities.
Page 22 The 1 week fitness center pass is proposed to be eliminated as either a single day or a
punch pass alternatives are available.
Page 23 The Fire Personnel costs are proposed to increase in order to cover the cost of contractual
security now being provided by full-time firefighters.
Page 25 City Attorney Rates are increased per agreement with Dougherty, Molenda, Solfest, Hills &
Bauer P.A.
Page 27 Antennae fees are proposed to increase 5-6% based current contract language.
RESOLUTION
CITY OF EAGAN
APPROVING THE 2020 FEE SCHEDULE
WHEREAS, various sections of the City Code provide for fees to be established
by City Council resolution; and
WHEREAS, the City desires to recover certain user related costs through fees
and reimbursement; and
NOW THEREFORE, BE IT RESOLVED, that the fees as listed in the attached
shall be effective immediately:
CITY OF EAGAN
CITY COUNCIL
By:_______________________
Its Mayor
Attest:_______________________
Its Clerk
Motion by:
Seconded by:
Those in Favor:
Those Against:
Date: December 17, 2019
CERTIFICATION
I, Christina Scipioni, City Clerk of the City of Eagan, Dakota County, Minnesota,
do hereby certify that the foregoing resolution was duly passed and adopted by the City
Council of the City of Eagan, Dakota County, Minnesota, in a regular meeting thereof
assembled this 17th day of December, 2019.
____________________________
Christina Scipioni, City Clerk
Approved by the City Council at its December 318, 20198 meeting.
Fees are effective January 1, 202019.
Table of Contents
Page
Licenses and Permits
Alcohol ....................................................................................................................... 1
Other .......................................................................................................................... 2
Tobacco and Liquor License Violations ..................................................................... 3
Development Review .............................................................................................................. 4
Construction-related and Right-of-Way Permits ..................................................................... 5
Escrow Deposits ..................................................................................................................... 5
Other Development-related Charges
Park, Trail, Water Quality Dedication ........................................................................ 7
Tree Mitigation/Replacement ..................................................................................... 7
Inspections Fees/Permits
Building Permits ......................................................................................................... 8
Mechanical Permits ................................................................................................... 8
Plumbing Permits....................................................................................................... 9
Fire Suppression and Fireworks Permits................................................................... 9
Other Inspections....................................................................................................... 9
State Surcharge ....................................................................................................... 10
Utilities Fees/Charges
Connection/Availability Charges .............................................................................. 11
User Rates ............................................................................................................... 12
Other Utilities Fees .................................................................................................. 13
Water Meters ........................................................................................................... 14
Street and Trail Special Assessment Rates ......................................................................... 15
Other Assessment-related Charges ..................................................................................... 15
Parks and Recreation Charges ............................................................................................ 16
Facility Fees ............................................................................................................. 16
Cascade Bay Fees .................................................................................................. 18
Civic Arena Fees ..................................................................................................... 18
Community Center Fees .......................................................................................... 19
Wetland Conservation Application Fees............................................................................... 21
Police Department Charges ................................................................................................. 22
Fire Department Charges ..................................................................................................... 23
Equipment Rates .................................................................................................................. 24
Staff and City Attorney Rates ............................................................................................... 25
Miscellaneous Fees/Charges ............................................................................................... 26
Summary of Connection Charges ........................................................................................ 29
202019 Fee Schedule
1
ALCOHOL LICENSES AND PERMITS
Fee Acct Code
Beer
Application and investigation $ 500.00 (1) 1101.4239
Off-sale license 100.00 0401.4055
On-sale license 450.00 0401.4055
Temporary license 25.00 0401.4055
Liquor
Application and investigation 500.00 (2) 1101.4239
Off-sale license 200.00 0401.4055
On-sale license “
Annual sales < $275,000 5,300.00 “
Sales $275,000-550,000 6,300.00 “
Sales > $550,000 7,300.00 “
Sunday license 200.00 “
On-sale club license
< 200 club members 300.00 0401.4055
201-500 club members 500.00 “
501-1,000 club members 650.00 “
1,001-2,000 club members 800.00 “
2,001-4,000 club members 1,000.00 “
4,001-6,000 club members 2,000.00 “
> 6,000 club members 3,000.00 “
Temporary (up to 3 days) 150.00 “
Wine
Application and investigation 500.00 (1) 1101.4239
On-sale license 1,900.00 0401.4055
Sunday license 100.00 0401.4055
Daily consumption and display 25.00 0401.4055
Annual consumption and display 300.00 “
Daily sports or convention 50.00 “
Annual sports or convention 600.00 “
Duplicate license 5.00 0401.4230
Change in managers 300.00 1101.4239
Other
Taproom On-Sale 600.00 0401.4055
Brewer Off-Sale 200.00 “
Brewer Off-Sale Sunday 50.00 “
Temporary On-Sale Brewer 150.00 “
Cocktail Room On-Sale 600.00 “
Microdistillery Off-Sale 200.00 “
Temporary On-Sale Cocktail Room 150.00 “
(1) When wine and beer licenses are applied for by the same applicant, the total maximum application and
investigation fee is $500.00. (Acct code 9001.2248)
(2) Also requires additional fee of $200/person or entity beyond five having an interest in the proposed licensed
establishment. A $1,000 escrow for up to five applicants residing outside of the state is required, plus
$200/person beyond five with an interest.
202019 Fee Schedule
2
OTHER LICENSES AND PERMITS
Adult establishments:
Fee Acct Code
Investigation $ 300.00 Requires $1,000 escrow 1101.4239
Annual license 5,000.00 0401.4067
Adult companionship/escort service provider:
Investigation 300.00 Requires $1,000 escrow 1101.4239
Annual license (one license included w/
adult establishment license)
850.00 0401.4067
Beekeeping permit (initial application) 50.00
0401.4118
Annual renewal 25.00 “
Chicken permit (initial application) 50.00 0401.4116
Annual renewal 25.00 “
Prescribed grazing permit (initial application) 50.00 0401.4118
Renewal 25.00 0401.4116
Contractor’s license - Plumbing MN Dept. of Health Bond & Ins. Cert.
OR ($25,000), and MN Master Plumbers Cert.
Sewer and Water Unlicensed ABC, LECET, or MUCA Pipelayer Training
Certification & MN Dept. of Health
Contractor Bond Certificate ($25,000)
Dance hall - initial investigation 300.00 1101.4239
Dance hall - annual permit 300.00 0401.4112
Dance, public - single event 50.00 “
Dangerous dog registration
Registration, sign, and tag (lifetime of dog) 100.00
1101.4061
Dog license (2-year) * 20.00 1101.4061
* Dog licenses purchased in the second year of the two-year period are $20.00; fee is not prorated.
Duplicate dog tag
2.00
1101.4061
Gambling - investigation 250.00 1101.4239
Golf cart, motorized permit 25.00 0401.4114
Hunting, bow permit - resident 10.00 1101.4120
Hunting, bow permit - non-resident 25.00 “
Indoor Firearms Shooting Range
License
500.00
0401.4069
Application/Investigation 500.00 1101.4239
Out-of-state App Escrow 1,000.00 “
Change of Manager 300.00 “
Kennel permit - initial 100.00 0401.4060
Kennel permit - renewal 50.00 0401.4060
Massage therapy establishment - investigation $ 300.00 includes 1 therapist license 1101.4239
Massage therapy establishment - license 300.00 includes 1 therapist license 0401.4064
Massage therapist - investigation 100.00 1101.4239
Massage therapist - license 25.00 0401.4064
202019 Fee Schedule
3
OTHER LICENSES AND PERMITS (cont’d) Fee Acct Code
Paintball facility - investigation 50.00 1101.4239
Paintball facility - license 150.00 0401.4070
Pawn shop - investigation 850.00 per owner 1101.4239
Pawn shop - license 12,000.00 0401.4065
Pet shop license - initial 100.00
Pet shop license - renewal 50.00 0401.4063
Pigeon 50.00 0401.4120
Rubbish hauler - commercial, residential, 0401.4059
recycling only, or construction/demolition
debris: 1st truck
100.00
“
“
Each additional truck 60.00 “
Shows (circus, carnival) - investigation 50.00 1101.4239
Shows - license 25.00 0401.4120
Solicitor/peddler/transient merchant 100.00 1101.4239
Special events permit :
Application fee for established route 150.00 0401.4098
Application fee for new route 250.00 0401.4098
Damage/clean-up fee deposit 300.00
City services/resource escrow 125% of estimated cost for required 9001.2246
City services/resources
Tobacco sales-investigation 100.00
Tobacco sales license 200.00 0401.4057
Tree contractor license 25.00 0401.4058
Utility Task Vehicle Permit 25.00 0401.4117
TOBACCO LICENSE VIOLATIONS
Licensee:
First violation at licensed premise 75.00 1101.4233
Second violation within 24 months of first
violation at licensed premise 200.00 “
Third and subsequent violations within a
24-month period at licensed premise 250.00 “
Other individuals: 50.00 “
LIQUOR LICENSE VIOLATIONS:
Licensee:
First violation at licensed premise 500.00 1101.4241
Second violation within 24 months of first violation 1,000.00 “
Third violation within 24 months of first violation 1,500.00 plus seven (7)-day suspension of license
Fourth and subsequent violations 2,000.00 plus thirty (30)-day suspension of license
within 36 months of first violation
202019 Fee Schedule
4
DEVELOPMENT REVIEW
For the charges below that require escrow deposits, refer to p.6 for the amount.
Application Type Fee Escrow required? Acct Code
Comprehensive Plan Amendment $ 500.00 Yes 0720.4207
Conditional Use Permit (CUP) * 400.00 Yes 0720.4095
Shoreland Conditional Use Permit (CUP) 400.00 Yes 0720.4095
Final Planned Development 400.00 Yes 0720.4206
Final Plat 250.00 Yes 0720.4206
Final Subdivision 250.00
plus 3.00/lot
Yes 0720.4206
Interim Use Permit (IUP) * 300.00 Yes 0720.4095
Planned Development - annual review 100.00 No 0720.4223
Development Sign Fee 50.00 Yes 0720.4223
Planned Development Amendment
(separate from rezoning)
350.00
Yes
0720.4207
Preliminary Planned Development 550.00 Yes 0720.4206
Preliminary Subdivision * 450.00 Yes 0720.4206
Mailing labels 1.50 per mailing address 0720.4230
and Housing Improvement District mailings
Rezoning *
350.00
Yes
0720.4207
Site plan review 150.00 Yes 0720.4223
Variance - residential * 400.00 Yes 0720.4205
Variance - non-residential * 500.00 Yes “
Lot combination agreement
200.00
0720.4206
Vacation proceedings 400.00 plus out-of-pocket City costs on
replacement easements and/or
transfer of property if handled
outside normal subdiv. process
0720.4220
Industrial revenue bond and multi- 1,000.00 plus out-of-pocket City costs 9113.4211
family housing bond application (Escrow required) 9113.4224
Public financing
Assistance application (TIF, State program, etc.)
1,000.00 plus out-of-pocket City costs
(Escrow required)
xxxx.4229
* Application to appeal is 50% of original fee.
202019 Fee Schedule
5
NOTE: Rezoning, Preliminary and Final Planned Developments, CUPs and IUPs do not require
additional escrow if incorporated with subdivision application.
Fee Acct Code
CONSTRUCTION-RELATED PERMITS
Grading/excavation
If preliminary platted:
< 1 acre 300.00 2010.4094
1-5 acres 500.00 “
5+ acres 700.00 “
If not preliminary platted:
0-5 acres 300.00 “
each additional acre over 5 50.00 (800.00 maximum) “
Renewal 200.00 “
RIGHT-OF-WAY (ROW) PERMIT & MANAGEMENT FEES
ROW registration fee 40.00 2010.4102
ROW excavation/installation permit up to 1,000 feet 220.00 “
ROW excavation/installation (> 1,000 feet) .20 per foot
a warranty bond or security deposit may be
required (calculated by Engineering Department)*
Residential 20.00 plus financial security to be determined by City
Engineer
Commercial 220.00 for a period to be determined by City Engineer
If maintenance agreement is required 400.00 “
Small Wireless Facility (city structure collocation)
Rental fee 150.00 per year 2010.4102
Maintenance fee 25.00 per year “
Electric Service fee 73.00 per mo/radio node <=100 max watts “
Electric Service fee 182.00 per mo/radio node > 100 max watts “
EROSION & SEDIMENT CONTROL (ESC) PERFORMANCE SECURITY
Single-Fam. Resid. Lot (e.g., remodel, pool, retain. wall) 150.00 incl. ≤ 2 re-inspections, as needed 6501.1435
ESC Compliance Re-Inspection Fee 75.00per-trip 6501.4817
1NOTE: To correct ESC deficiencies, inspections & necessary. contracted work 2 costs extracted through
Security Escrow.
2Contracted work (Pautz) 2020 fees
* Security deposit to be calculated by Engineering Department
Winter ROW excavation surcharge (Dec 1 –Mar 31) 100.00 To be determined by City Engineer “
ROW excavation/installation fee (joint trench) 90.00 “
Obstruction permit 50.00 “
Private improvement in ROW (e.g. mailbox, driveway)
Single-Fam. Resid. Lot (new construction) 750.001 - 6501.1435
Mult.-Fam. Resid./Commerc. Bldg. Permit 3000.001 per-acre; $12,000.00 max. 6501.1435
202019 Fee Schedule
6
ESCROW DEPOSITS
The City requires the following escrow deposits. The amounts represent initial deposits, not actual charges.
Additional deposits may be required as City costs are incurred and unused escrow is returned to the applicant.
Initial
Escrow
Deposit Acct Code
Preliminary Subdivision application OR $ 2,500.00 single-family < 10 acres 9001.2245
Preliminary Planned Development OR 5,000.00 single-family > 10 acres “
Comprehensive Plan Amendment 4,500.00 C/I and townhomes/multiples “
< 20 acres
9,000.00 C/I and townhomes/multiples “
> 20 acres
Final Planned Development 3,000.00 “
Planned Development Amendment 1,500.00 “
Final Plat 800.00 “
Final Subdivision application - 1-3 lots 2,000.00 “
Final Subdivision application - 4 or more lots 4,000.00 “
Contract management
< $150,000 estimated construction costs 15% of costs 105,000.00 minimum 9001.2245
$150,001-$500,000 estimated construction costs 129% of costs 2015,000.00 minimum “
> $500,000 estimated construction costs 95% of costs 530,000.00 minimum “
Conditional use permit 500.00 Residential 9001.2245
(Not required if subdivision escrow has 1,000.00 Commercial
been collected as part of same application.)
Shoreland CUP escrow 1,500.00 9001.2245
Interim use permit - when site plan is involved 500.00 Residential 9001.2245
(Not required if subdivision escrow has 1,000.00 Commercial
been collected as part of same application.)
Rezoning 500.00 Residential 9001.2245
(Not required if subdivision escrow has 1,000.00 Commercial
been collected as part of same application.)
Site Plan Review 500.00 9001.2245
Variance - residential 300.00 “
Variance - non-residential 500.00 “
Public financing assistance 10,000.00 9001.2245
Request for release of development documents Determined on case-by-case basis 9001.2245
Impervious Surface Mitigation Inspection 500.00 Single-family 9001.2245
Stormwater Management System Performance Security
202019 Fee Schedule
7
ESCROW DEPOSITS (cont’d)
Initial
Escrow
Deposit
Acct Code
Disturbed Area (acres)
0 – 0.22 (less than 10,000 sf)
3,000
9001.2245
0.23 – 0.50 (equiv. to ~10,000 – 22,000 sf) 7,000 “
0.51 – 0.75 (equiv. to ~22,001 – 33,000 sf) 10,000 “
0.76 – 1.0 (equiv. to ~33,000 – 43,560 sf) 13,000 “
Greater than one acre – per square foot of disturbed area
Round to nearest $1,000 (max.$35,000)
0.30
“
Development Sign security deposit 300.00 9001.2245
202019 Fee Schedule
8
OTHER DEVELOPMENT-RELATED CHARGES
Fee Acct Code
Parkland dedication:
Single-family $3,579.00 per unit 9328.4670
Duplex 3,526.00 per unit “
Townhouse/Quad 3,742.00 per unit “
Apartments/Multiple 3,475.00 per unit “
Commercial (post-1/1/83) 939.00 per 1,000 ft2 of bldg. “
Industrial (post-1/1/83) 255.00 per 1,000 ft2 of bldg. “
Commercial/Industrial (pre-1/1/83) 2,834.00 per net acre “
Trailway dedication:
Commercial/Industrial /Public Facility 1,289.00 per net acre 9375.4671
Residential 258.00 per unit 9375.4671
Water quality dedication:
Water quality dedication fee is equal to the sum of: (1) the cost of the area of a water quality treatment pond using the
per-acre land values below; and (2) the cost of the volume of that pond using the excavation rate below.
Dedication fees apply in lieu of or in addition to construction or use of an actual treatment pond.
Per-acre land values:
Single-family 91,595.00 6501.4672
Duplex 90,185.00 “
Townhome 151,378.00 “
Apartments, Schools & Churches 160,627.00 “
Commercial 103,390.00 “
Industrial 88,680.00 “
Excavation rate 16.00 per cubic yard “
Tree mitigation/replacement:
Refer to City Code section 11.70,
subd. 13 for calculation.
Individual trees 160.00 per diameter inch 9111.2120
Woodland areas 1.60 per sq. ft. of woodland 9111.2120
202019 Fee Schedule
9
INSPECTION FEES/PERMITS
Building permits:
Building permit fees are based on the League of Minnesota Cities Fee Table. Permits are issued to specific lots. There
is a State surcharge on all permits; the surcharge fee schedule is on page 11.
The following connection and availability charges are als o collected with single-family building permit fees:
Building permit valuation
< $1,000 51.25 0801.4085
1,001-2,000 51.25 plus 2.25 / $100 valuation* > $500 “
2,001-25,000 73.75 plus 14.75/ $1,000 valuation* > $2,000 “
25,001-50,000 413.00 plus 10.75/ $1,000 valuation* > $25,000 “
50,001-100,000 681.75 plus 7.50/ $1,000 valuation* > $50,000 “
100,001-500,000 1,056.75 plus 6.00/ $1,000 valuation* > $100,000 “
500,001-1,000,000 3,456.75 plus 5.00/ $1,000 valuation* > $500,000 “
> 1,000,000 5,956.75 plus 4.00/ $1,000 valuation* > $1,000,000 “
Building permits for selected work at existing residences:
• Fireplace/fireplace stove,
(based on $3,000 valuation) 88.50 0801.4085
• Residential lower level finishes, Based on valuation ($2,000 minimum) 0801.4085
decks, egress windows with new opening, and
• Garage door replacement or
Windows/door replacement (1 opening)
62.50
Subject to plan review fee
(Based on $1,500 valuation)
0801.4085
• Re-roof, siding, windows, including egress
(based on fixed valuation of $5,000 per work
type and per unit for 1- and 2-unit buildings):
$5,000 valuation 118.00 0801.4085
$10,000 valuation 191.75 “
$15,000 valuation 265.50 “
Mechanical permits:
The Inspections Department must verify the classification of each multiple-residence dwelling to
determine the appropriate permit type.
Fee Acct Code
Residential (1-2 family, townhomes, condominiums)
New construction $99.00 per dwelling unit 0801.4088
Modification/alteration (e.g., furnace, A/C, air exchange) 59.00 “
(Permit not required for lower-level ductwork alterations.)
Supplementary furnace 59.00 per dwelling unit “
Commercial/Industrial/Apartment buildings
* or fraction thereof
Sewer availability charge (SAC) -
Fee
Met. Council—
Acct Code
Environmental Services $2,485.00 9220.2275
Sewer availability charge - City see page 11 9376.4681
Water supply and storage - City see page 11 6101.4680
Water meter (3/4”) see page 1314 6101.4509
Treatment plant charge see page 11 6101.4685
HVAC 1.5% of contract price ($60.00 minimum) 0801.4088
Process piping systems 59.00 0801.4088
Underground tank installation/removal 74.00 0801.4088
202019 Fee Schedule
10
INSPECTION FEES/PERMITS (cont’d)
Plumbing permits:
Fee Acct Code
The Inspections Department must verify the classification of each multiple-residence dwelling to
determine the appropriate permit type.
Residential (1-2 family, townhomes, condominiums)
New construction 99.00 per dwelling unit 0801.4087
Modifications that alter living area 59.00 “
Add/replace softener, water heater 59.00 “
Private sewage disposal system 453.00 9001.2276
Abandonment of private sewage disposal system 59.00 0801.4093
Turnaround 59.00 0801.4087
Reduced pressure zone (RPZ) backflow preventer 59.00 “
Lawn irrigation system 59.00 “
Commercial/Industrial/Apartment buildings
All plumbing 1.5% of contract price ($60.00 minimum) 0801.4087
PVB/RPZ - new/repair/rebuild/remove 59.00 per building 0801.4087
Landscape guarantee 7,500.00 9001.2257
Fire Suppression
and Fire - Alarm Permits:
Residential (1-2 family)
New Construction 99.00 per dwelling unit 0801.4096
Commercial/Industrial/Apartment buildings
Fire Suppression 1 % of contract price ($60.00 minimum) 0801.4096
Fire Alarm
Fireworks Permits:
Sales and Storage - outdoor 418.00 (includes tent) 0801.4097
Sales and Storage - all other 104.00 “
Pyrotechnic Special Effects Displays 104.00 “
Other building inspections fees:
Electrical permits
Issued by the State
Plan review 65% of building permit fee 0801.4222
Demolition permit $94.00 0801.4093
Day Care inspection 50.00 1221.4216
Interagency-required inspection 59.00 1221.4216
Minnesota Department of Health inspection 59.00 0801.4093
Moving permit - building 94.00 + cost of damage/repairs; 0801.4093
$2,000 escrow required. 9001.2257
Outdoor electronic sound system/audio after 10 p.m. 75.00 0720.4115
202019 Fee Schedule
11
INSPECTION FEES/PERMITS (cont’d) Fee Acct Code
Tents and membrane structures>400 sq. ft., greenhouses,
pylon signs >7’ tall
94.00
0801.4085
Tent/Greenhouse/Pylon Plan Review 40.00 0720.4085
Outdoor Food Sales 25.00 0720.4085
Cultural/Entertainment Events 25.00 0720.4085
Drain Tile 94.00 0801.4085
Drain Tile Plan Review 40.00 0720.4085
Salon Owner Change inspection 59.00 0801.4085
Sign permit (excludes temporary signs) 2.50 per square foot
(minimum fee $60)
0720.4089
Temporary sign permit (up to 10 days in a 60-day period) 25.00 0720.4089
Sign permit - investigation fee (applies when work Double sign permit fee 0720.4089
commences before permit issuance)
Wind energy, radio and TV tower permit Based on value—see building permits 0801.4092
Building permit investigation fee 50% of plan review fee 0801.4085
(applies to approved permits abandoned by applicant)
Building/Plumbing/Mechanical permit investigation fee Double the base fee permits, p.9
(applies when work commences prior to permit issuance)
Lot transfer or address change fee 50.00 0720.4222
Re-inspection fee 50.00 per hr. – 1 hr. minimum 0801.4242
After-hours/weekend inspection fee 50.00 per hr. – 2 hr. minimum 0801.4242
Permit refunding fee 50.00 permits, pp. 8,9
State of MN contractor license verification 5.00 0201.4230
Street name change application 100.00 + out-of-pocket City costs 0201.4230
State surcharge
The State of Minnesota requires the following permit surcharges to be collected by the City and remitted to the State.
Value-based permits:
Fee Acct Code
< $1,000,000 valuation .0005 x valuation
1,000,001-2,000,000 500 + .0004 x (valuation – 1,000,000) 9001.2195
2,000,001-3,000,000 900 + .0003 x (valuation – 2,000,000) “
3,000,001-4,000,000 1,200 + .0002 x (valuation – 3,000,000) “
4,000,001-5,000,000 1,400 + .0001 x (valuation – 4,000,000) “
> 5,000,000 1,500 + .00005 x (valuation – 5,000,000) “
Fixed-fee permits:
Permit amount < 1,000 1.00
202019 Fee Schedule
12
UTILITIES FEES—CONNECTION/AVAILABILITY CHARGES
Trunk charges: Fee Acct Code
Sanitary sewer oversize (for assessment purposes)
Un-platted and platted non-residential $ 3,412.10 3,455.50 per acre 9376.4611
Platted residential 1,657.601,678.70 per lot 9376.4611
Water main oversize
Un-platted and platted non-residential 3,602.50 3,648.30 per acre 9376.4611
Platted residential 1,729.10-1,751.10 per lot 9376.4611
Storm sewer oversize
Single-family .15 per sq. ft. 9376.4611
Multi-family .20 per sq. ft. “
Non-residential .23 per sq. ft. “
Lateral charges:
Sanitary sewer
81.5082.50
per centerline foot
9376.4611
Water main
Single-family 82.2083.20 per centerline foot 9376.4611
Multi-family and non-residential 103.90105.20 per centerline foot 9376.4611
Storm sewer (based on pipe at 15’ depth)
12” storm sewer 89.4090.50 per centerline foot 9376.4611
15” storm sewer 92.5093.70 per centerline foot “
18” storm sewer 99.40100.70 per centerline foot “
21” storm sewer 106.60108.00 per centerline foot “
24” storm sewer 121.90123.50 per centerline foot “
Service Charges:
Sanitary Sewer - 4” service 994.901,007.60 per service 9376.4533
Sanitary Sewer - 8” stub 2,286.702,315.80 per stub 9376.4533
Water - 1” service 1,111.501,125.60 per service 9376.4508
Water - 6” stub 3,828.903,877.60 per stub 9376.4508
Sanitary sewer availability (SAC):
MCES portion - all property types 2,485.00 per SAC unit * 9220.2275
City portion - all property types 117.90119.40 per SAC unit * 9376.4681
Sanitary Sewer Trunk Connection Charge (SCC):
1-5 SAC units 2,122.702,149.70 per SAC unit * 9376.4611
6-10 SAC units 10,616.1010,751.20 plus 530.70537.40 per SAC unit over 5* 9376.4611
11+ SAC units 13,276.7013,445.70 plus 212.30215.00 per SAC unit over 10* 9376.4611
Water supply and storage:
Residential 1,538.501,558.10 per SAC unit * 6101.4680
Non-residential 5,702.105,774.70 per acre “
Treatment plant:
All property types 955.80967.00 per SAC unit * 6101.4685
Direct connection to MCES Interceptor -
application fee (not a City fee) 1,000.00 per connection
* SAC units are determined by Metropolitan Council-Environmental Services (MCES).
202019 Fee Schedule
13
UTILITIES FEES—USER RATES
Sanitary sewer
Residential and Commercial/Industrial
(Usage is based on lower of winter quarter
and current quarter water usage)
Fee Acct Code
Administrative fee 1.922.01 per bill 6201.4530
All usage (min 3,000 gal/qtr) 3.693.87 per 1,000 gallons “
Sewer-only (no water connection) 76.1779.98 per quarter “
Manual reading/billing fee - deduct meters 10.00 per meter, per read “
Water
Residential and Commercial/Industrial
Administrative fee 3.783.96 per bill 6101.4505
Domestic/Potable usage
Winter quarter; all usage 1.831.92 per 1,000 gallons “
All other quarters:
Usage up to amount used in prior winter quarter 1.831.92 per 1,000 gallons
Usage in excess of amt. used in prior winter qtr. 2.252.40 per 1,000 gallons
Lawn & Irrigation usage if separately metered 2.252.40 per 1,000 gallons “
Hydrant/construction meter - minimum 6.276.57 per day “
Storm water drainage
R1 (single-family) and R2 (duplex) properties 17.3418.21 per REF/qtr 6401.4540
R3 (townhome) properties 10.7411.28 per REF/qtr “
R4 (apartment) properties 24.3325.53 per REF/qtr “
Office/Retail/Business Park 20.5521.57 per REF/qtr “
Public/Quasi-Public 23.6724.84 per REF/qtr “
Street/signal lighting
Neighborhood lights
Single-family, twin homes (R1/R2) 7.267.62 per qtr/lot 6301.4550
Townhomes (R3) 5.856.15 per qtr/unit “
Multiple residential 12.7213.35 per qtr/account “
Non-continuous 8.619.03 per qtr/acre “
Continuous (per LF basis) 0.18 per qtr/LF “
Continuous (per acre basis) 16.4117.22 per qtr/acre “
Individual lights
100 WHPS 51.6354.21 per light/qtr “
150 WHPS 74.8578.60 per light/qtr “
200 WHPS 65.8869.15 per light/qtr “
250 WHPS 83.3487.51 per light/qtr “
Community and signal lights
R1/R2 2.672.79 per unit/qtr “
R3 2.162.25 per unit/qtr “
R4 1.561.62 per unit/qtr . “
Non-residential 10.8611.40 per unit/qtr “
202019 Fee Schedule
14
Utilities customer list
Electronic transmission, weekly new customer list 51.00 per year 0501.4230
UTILITIES FEES—OTHER
Fee Acct Code
Clear water discharge surcharges:
Inspection not completed – single-family $ 150.00 per month 6201.4534
Inspection not completed – non-single-family 500.00 per month 6201.4534
Correction not made – single-family 150.00 per month 6201.4535
Correction not made – non-single-family 500.00 per month 6201.4535
Prohibited reconnection made – single-family 300.00 per month
Prohibited reconnection made – non-single-family 1,000.00 per month
Water turn-on or shut-off (Service fee – per each trip) 70.00 (7am – 3pm) 6101.4512
Water meter removal or installation – inspection only
(Service Fee – per each trip) 70.00 (7am – 3pm) 6101.4512
Utility bill late charge 1.5% per month on 6101.4506
unpaid balance
Certification fee on delinquent utility bills 25.00 per parcel xxxx.4612
Sewer permit - new or repair of existing 70.00 6201.4532
Water permit - new or repair of existing 70.00 6101.4507
Temporary construction hydrant meters (6 month max)
Permit fee 70.00 per month, 3-month 6101.4521
Usage fee 6.00 6101.4521
Hydrant damage deposit 270265.00 deposit required 9220.2254
5/8” meter damage deposit 220.00 9220.2254
3” meter damage deposit 2,760.00 “
3” backflow preventer & cart damage deposit 2,300.00 “
Trip fee (if required) 70.00 0801.4242
¾” backflow preventer deposit 80.00 9220.2254
Scheduled after-hours work
Call out - 2.5 hour minimum OT labor rate plus 15% admin fee
to max admin of 70.00
Extended day OT labor rate plus 15% admin fee
Meter Fee (for non-use type meters to recover meter replacement cost)
Fire 3.00 per month 6101.4242
Irrigation (when active) 3.00 per month 6101.4242
Meter testing (charged only if meter tests correct)
5/8” through 1”
140.00
6101.4242
1 ¼” through 2” 170.00 6101.4242
All other sizes Contract cost plus 15%
Private hydrants
Inspection
4038.00
6101.4694
Flushing 7065.00 6101.4242
Repair Time and material plus 15% “
202019 Fee Schedule
15
UTILITIES FEES—WATER METERS
Water meters (includes copperhorn/strainer,
Fee
Acct Code
remote wire, and touch-pad meter)
¾” meter
290.00
6101.4509
1” meter 370.00 “
1 ½” meter 1,350720.00 “
2” meter 1,6002,260.00 “
3” meter 2,0002,760.00 “
4” meter 3,5004,470.00 “
6” meter 6,5007,280.00 “
Replacement remote wire (over 50’) 0.2425 per foot “
Replacement outside touch-pad meter 27.00 “
#2 copperhorns only 8075.00 “
Meter strainers only
2” strainer
500.00
“
3” strainer 640.00 “
4” strainer 980.00 “
6” strainer 1220.00 “
Radio meter read sending unit over Touchpad 200190.00 6101.4509
Radio meter read sending unit 200190.00 6101.4509
Driveway covers for water service shutoff valve 10095.00 6101.4509
Cross-Connection surcharges:
Inspection not completed – single-family
$ 150.00
per month
6201.4534
Inspection not completed – non-single-family 500.00 per month 6201.4534
Correction not made – single-family 150.00 per month 6201.4535
Correction not made – non-single-family 500.00 per month 6201.4535
Prohibited cross-connection made – single-family 300.00 per month “
Prohibited cross-connection made – non-single-family 1,000.00 per month “
202019 Fee Schedule
16
STREET ASSESSMENTS
Fee Acct Code
Residential - 32’ wide
Street surfacing $ 66.7067.50 per FF xxxx.4611 / 4612
Street surfacing with grading 113.10114.50 per FF “
Street surfacing with storm sewer 92.4093.60 per FF “
Street surfacing w/ grading and storm sewer 139.60141.40 per FF “
Multiple and Institutional - 44’ wide
Street surfacing 110.50111.90 per FF “
Street surfacing with grading 178.20180.50 per FF “
Street surfacing with storm sewer 156.30158.30 per FF “
Street surfacing w/ grading and storm sewer 224.30227.20 per FF “
Commercial/Industrial - 52’ Wide
Street surfacing 149.80151.70 per FF “
Street surfacing with grading 232.30235.30 per FF “
Street surfacing with storm sewer 205.00207.60 per FF “
Street surfacing w/ grading and storm sewer 287.60291.30 per FF “
TRAIL ASSESSMENTS
Concrete - 6’ wide (includes $4.15/FF sod/grading) 49.6050.20 per FF xxxx.4611 / 4612
Bituminous - 10’ wide (includes $4.15/FF sod/grading) 31.9032.30 per FF “
OTHER ASSESSMENT-RELATED CHARGES
Reallocation of special assessments 150.00 0501.4225
Assessment search 10.00 0501.4225
Pending assessment report (greater than 4 pages) 0.25 per page * “
Final assessment report (greater than 4 pages) 0.25 per page * “
Copies of legal description, owners, etc. (greater than 4 pages) 0.25 per page * 0201.4230
* if less than 100 pages
202019 Fee Schedule
17
PARKS AND RECREATION CHARGES
The following facility athletic and park rental fees are subject to 7.125% State sales tax and require a $150.00 damage
deposit payable at the time of reservation. Sales tax is included in the proposed 2015 fees. Eagan based school
organizations that have a Joint Powers Agreement with the City may schedule use of Eagan shelters and pavilions free
of charge, although a damage deposit is required.
FACILITY FEE Residents Non-residents Acct Code
Fee charged to team choosing to:
protest rule or eligibility 64.00 64.00 xxxx.4310
appeal suspension/expulsion 64.00 64.00 xxxx.4310
Athletic Field/Facility Maintenance Fees
Unless obviously known, the user will be considered non-resident.
Proof of residency of 75% or better will qualify for resident rate.
Youth Traveling Teams – Eagan & Eastview Athletic Associations
• Soccer – per team 117.00 234.00 3087.4624/4627
• Lacrosse – per team 55.00 110.00 “
• Football – per team 41.00 82.00 “
• Baseball/Softball – per team practice fee for season 30.00 60.00 “
• Baseball/Softball – per game 18.00 35.00 “
Adults
• Practice – exclusive use of field, no setup per hour
12.00
24.00
“
• Baseball/Softball – per game fee 32.00 65.00 “
• Soccer - Up to 9 games per team 293.00 585.00 “
• More than 9 games, fee for each additional game >9 42.00 84.00 “
Tournaments – per field/per day or single games
• Youth
66.00
132.00
“
• Adult 94.00 188.00 “
Lights
• Northview per hour (includes all 4 fields) 66.00 132.00 “
• Goat Hill per field per hour 36.00 36.00 “
• Clearwater per field per hour 36.00 36.00 “
Building cleaning per full day use 88.00 89.00 “
Lexington-Diffley building per full day use only 63.00 57.00 “
-Specialty field set-up charge to be determined on a case-by-case basis.
This cost would be in addition to field use permit cost
Band Shell and Public Address System at Central Park
• Permitted use in partnership with Eagan Parks and Recreation community
entertainment criteria:
No fee
• Permitted use in conjunction with a Community Center paid permitted use: No fee
Band Shell only per hour 65.00 75.00 6809.4325/4326
Wedding Ceremonies with Oaks rental per hour 55.00 55.00 “
Canoe Storage (May 1 - October 31) 51.00 63.00 3089.4305
Designated Green Space within a Park 20.00 40.00 3087.4624/4627
202019 Fee Schedule
18
FACILITY FEE (Cont’d)
Residents Non-residents Acct Code
Moonshine Park Retreat Center
Upstairs – retreat/meeting space
All day rental – kitchen included 161.00 201.00 3088.4325/4326
6-hour time slot – kitchen included 108.00 135.00 “
Downstairs – activity space
All day rental 54.00 68.00 “
6-hour time slot 38.00 47.00 “
Off Leash Dog Area
Dog Permit 20.00 20.00 3090.4321
Replacement Tag 3.00 3.00 “
Unmanned Aircraft System 20.00 20.00 3088.4120
Outdoor hockey rinks per hour
With or without ice and lights 22.00 28.00 3087.4624/4627
Without ice 9.00 11.00 “
Park Shelter Buildings
All day rental from 10 am -10 pm 1641.00 2061.00 3088.4625/4626
Half-day rental from 10 am-4 pm or 5 pm-10 pm 1108.00 1385.00 “
Pavilions
All day rental from 10 am -10 pm 161.00 201.00 3088.4625/4626
Half-day rental from 10 am-4 pm or 5 pm-10 pm 108.00 135.00 “
Kitchen use 54.00 68.00 “
Sand Volleyball Courts per hour 6 7.00 8.00 3087.4624/4627
Special Events - Closing trail & posting signs 59.00 73.00 3088.4625/4626
Sun Shelters
All-day rental from 10am –10pm 63.00 79.00 3088.4625/4626
Half-day rental from 10am–4pm, or 5pm–10pm 43.00 54.00
Tennis courts per court per hour 6 7.00 8.00 3087.4624/4627
Trapp Farm Tubing Hill:
Daily per person 5.00 5.00 3074.4318
Reservations for groups of 20-80, per person 7.00 8.00 “
Use of parks for large groups, charity walks/runs/rides 72.00 90.00 3088.4625/4626
-Groups using a substantial portion of park grounds or trail activities allowed
only if not in conflict with existing city programs/services
Vendor permit to conduct sales at outside facilities
31.00
39.00
3087.4624/4627
EAGAN ROOM AND CITY COUNCIL CHAMBERS
Eagan room and City Council Chambers 25.00 33.00 3088.4625/4626
Kitchen use 22.00 22.00 “
Extra picnic tables per table with a maximum of 6 21.00 26.00 “
202019 Fee Schedule
19
Training Center
Prime rate per hour, Oct 1 - Mar 1, 5-9pm, and
Sat/Sun 8am-9pm 27.00 27.00 66XX.4355/56
Non-prime rate per hour 15.00 15.00 “
CASCADE BAY
Daily Admission
Daytime After 4 p.m.
Guests over 42” 121.00 109.00 67XX/43XX
Guests under 42” 109.00 87.00 “
Seniors 62 and older 98.00 76.00 “
Under 12 months Free Free
Cardio Bay 87.00 87.00 6725/4310
Season Passes Resident Non-Resident
First family member, all ages 65.00 75.00 670X.4321
Additional family members 55.00 70.00 “
Additional family members <42” tall 41.00 51.00 “
Seniors 62 and older 41.00 51.00 “
Under 12 months of age
Cardio Bay
Free
55.00
Free
65.00
6702.4321
Captain’s Course
9 holes 2.00 2.00 “
Unlimited daily use with pool admission 4.00 4.00 “
Birthday Parties
Pool, includes up to 10 guests 195.00 195.00 6709.4316
Additional guests 20.00 20.00 “
Groups per person 9.00 9.00 6708.43XX
Private Rental per hour, minimum of two hours 1,300.00 1,300.00 6711.43XX
CIVIC ARENA Residents Non-residents
Civic Arena Rentals per hour
Prime rate 23025.00 23025.00 66XX.4355/4356
Eagan & Eastview Association 23025.00 23025.00 “
High School 2350.00 N/A “
Non-prime 1650.00 1650.00 “
Off-peak 1450.00 1450.00 “
Dry Floor 50.00 50.00 “
Indoor turf – full field 95.00 95.00 “
Indoor turf – less than 24-hour notice 100.00 100.00 “
Full arena floor daily max 700.00 700.00 “
Civic Arena mezzanine:
Hourly – 1 hour 27.00 27.00 6622.4325
Hourly with outside food and beverage 60.00 60.00 “
Birthday Parties
Gold, includes up to ten guests 150.00 150.00 6630.4311
Additional guests 15.00 15.00 “
Silver, includes up to ten guests 120.00 120.00 “
Additional guests 12.00 12.00 “
Bronze, includes up to ten guests 90.00 90.00 “
Additional guests 9.00 9.00 “
202019 Fee Schedule
20
COMMUNITY CENTER FEES
Note: Deposit required for all rental Prime Non-Prime Acct Code
(Apr-Nov) (Dec-Mar)
The Oaks (350 capacity)
Sunday – Thursday (Friday – Non-Prime) 6802.2855.x 6802.4324/4325
7 am – 11 am 475.00 475.00 “
7 am – 1 pm 675.00 675.00 “
7 am – 4 pm 875.00 875.00 “
7 am – 11 pm 950.00 950.00 “
12 – 4 pm and 5 – 9 pm 475.00 475.00 “
2 Hour Time Block 275.00 275.00 “
Friday Full Day 1,400.00 N/A “
Saturday Full Day 1,750.00 1,350.00 “
Outdoor Special Event (includes – Festival Grounds Pavilion, Band Shell, Gazebo, Ellipse, and Rugby Field)
Full Day 2,963.00 2,963.00 6802.4324/4325
Half Day (Setup/Teardown) (Must include full day) 570.00 570.00
North, South or Central Oaks (110 capacity per room)
Sunday – Thursday
7 am – 11 am 175.00 175.00 “
7 am – 1 pm 250.00 250.00 “
7 am – 4 pm 350.00 350.00 “
7 am – 11 pm 450.00 450.00 “
12 – 4 pm and 5 – 9 pm 175.00 175.00 “
2 Hour Time Block 100.00 100.00 “
North, South or Central Oaks (2 Oaks combined)
Sunday – Thursday
N
North/Central/South Meeting Rooms combined
Saturday – Sunday (2-hour minimum) 42.00/hr 46.00/hr “
Reduced (w/ 8-hour banquet rental) 34.00/hr 34.00/hr
The Board Room (35 capacity)
The Lone Oak Room per hour
Full Lone Oak Room (2-hr min)
Reduced Full Room (with 8 hour banquet rental)
52.00/hr
37.00/hr
56.00/hr
37.00/hr
6812.4324/4325
“
Half Lone Oak Room (2-hour minimum)
32.00/hr
35.00/hr
“
Reduced Half Lone Oak Room (w/8 hr banquet rental) 22.00 22.00 “
Oasis (2-hour minimum)
55.00
60.00
Reduced (w/ 8-hr banquet rental) 40.00 40.00 6811.4324/4325
7 am – 11 am 325.00 325.00 “
7 am – 1 pm 450.00 450.00 “
7 am – 4 pm 625.00 625.00 “
7 am – 11 pm 815.00 815.00 “
12 – 4 pm and 5 – 9 pm 325.00 325.00 “
2 Hour Time Block 185.00 185.00 “
Resident
Non-Resident
orth, Central or South Meeting Rooms (20 cap./each room)
Sunday – Saturday (2-hour minimum) 18.00/hr 20.00/hr “
Reduced (w/ 8-hr banquet rental) 15.00/hr 15.00/hr “
Sunday – Saturday (2-hour mimimum) 25.00/hr 30.00/hr “
Reduced (w/8 hr banquet rental) 20.00/hr 20.00/hr “
202019 Fee Schedule
21
COMMUNITY CENTER FEES (cont’d)
Prime Non-Prime
(Sept-Mar) (Apr-Aug
North, Central, or South Gym:
Private – full court 60.00/hr 45.00/hr 6810.4326/4327
Reduced Full Court (with 8 hour banquet rental) 50.00/hr 45.00/hr “
Private – half court 35.00/hr 23.00/hr “
Reduced Half Court (with 8 hour banquet rental) 30.00/hr 23.00/hr “
Resident Non-Res./
For Profit
Gazebo 65.00/hr 75.00/hr 6844.4326/4327
Reduced (w/ 8-hour banquet rental) 55.00/hr 55.00/hr “
Fitness Membership – Month to Month Fee
Enrollment fee - 1st family member (admin – one-time) 25.00
6807.4321
Individual Resident/Corporate 37.00 “
Individual Non-resident - member 42.00 “
Individual Senior Resident/Corporate 30.00 “
Individual Senior Non-Resident 34.00 “
Dual – Resident/Corp 65.00 “
Dual – Non-Resident 75.00 “
Dual Senior Resident/Corporation 50.00 “
Dual Senior Non-Resident 57.00 “
Family – Resident 79.00 “
Family – Non-resident 91.00 “
Fitness Membership Pre-Pay Plans
30-Day
Individual Resident 63.00 6807.4321
Individual Non-Resident 72.00 “
Individual Senior Resident 52.00 “
Individual Senior Non-Resident 59.00 “
Dual Resident 113.00 “
Dual Non-Resident 130.00 “
Dual Senior Resident 87.00 “
Dual Senior Non-Resident 98.00 “
Family Resident 135.00 “
Family Non-Resident 155.00 “
90-Day
Individual Resident 165.00 6807.4321
Individual Non-Resident 190.00 “
Individual Senior Resident 135.00 “
Individual Senior Non-Resident 155.00 “
Dual Resident 300.00 “
Dual Non-Resident 345.00 “
Dual Senior Resident 230.00 “
Dual Senior Non-Resident 260.00 “
Family Resident 360.00 “
Family Non-Resident 415.00 “
202019 Fee Schedule
22
COMMUNITY CENTER FEES (cont’d)
Fitness Memberships – cont’d
1-Year
Individual Resident 399.00 6807.4321
Individual Non-Resident 454.00 “
Individual Senior Resident 324.00 “
Individual Senior Non-Resident 367.00 “
Dual Resident 702.00 “
Dual Non-Resident 810.00 “
Dual Senior Resident 540.00 “
Dual Senior Non-Resident 616.00 “
Family Resident 853.00 “
Family Non-Resident 983.00 “
Fitness Center Pass Options
Single Day 10.00 6807.4310
1 Week 30.00 “
10 Visit Punch Pass 75.00 “
20 Visit Punch Pass 140.00 “
Track Only Pass
Single Day 3.00 6807.4310
6 month 150.00
Open Gym Fees (Basketball, Volleyball, Pickle ball)
Adult Open – Resident 4.00 6810.4318/4319
Adult Open – Non-resident 4.00 “
Preschool Open (includes limited Blast use) 4.00 “
Blast Fees
Daily admission 4.00 6804.4318/4319
101-Visit punch card (residents only) 40.00 “
Birthday Party Fees
Friday-Sunday 125.00 up to 15 guests 6805.4310/4311
Monday-Thursday 100.00 up to 15 guests “
Each additional child 8.00 “
Color copies (8.5x11) .25 per page
WETLAND CONSERVATION APPLICATION FEES
Boundary or Type $ 150.00 (plus staff review time) 6530.4675
Exemption/no-loss determination 150.00 (plus staff review time) “
Replacement plan 300.00 (plus staff review time) “
Banking plan 300.00 (plus staff review time) “
Certificate of completion 150.00 “
Wetland decision appeal 300.00 “
Aquatic plant harvesting
Co-application & service fee 100.00 per property owner 6523.4676
(City-permitted activity, lakes only) per year
202019 Fee Schedule
23
POLICE DEPARTMENT CHARGES
Police/Fire reports:
Fee Acct Code
Police incident and other reports/data (greater than 4 pages) $ .25 per page 1101.4221
Background investigation report (copy) 10.00 “
Photos
Digital - color print 3.00 “
Viewing accident reports (commercial users) 0.50 per report “
Audio tapes (copy) 25.00 1101.4221
Video tapes (copy) 35.00 “
CD ROM (copy) 5.00, plus staff time for compiling data “
Other Police charges:
Contractual security 81.80 80.50 per officer per hour 1116.4234
Contractual security admin. fee (5%) 4.10 4.00 per officer per hour 0501.4228
BCA urine or blood test kit 10.00 1101.4691
Dog license database CD – Excel listing of dog owners 40.00 1101.4221
Police records check/clearance letters/certified copies
Law enforcement agencies no fee
Non-law enforcement agencies 5.00 1101.4221
Repeat nuisance call, for third and subsequent calls 250.00 per call 1101.4215
in a 365-day period
202019 Fee Schedule
24
(minimum 2 firefighters)
Hazardous material containment/cleanup
Personnel 60.00 per person per hour 1221.4242
(one hour minimum)
Supplies actual cost
Equipment per equipment rates above 1213.4242
Hazardous Material Standby on hit gas line,
under conditions of improper digging
Personnel 60.00 per person per hour 1221.4242
Equipment per equipment rates above 1221.4242
Rescue boat 175.00 per hour (1 hr min) 1221.4242
Fire Key Knox box actual cost 1221.6220
“Fire Department Connection” sign actual cost 1221.6220
Fire Extinguisher training:
Up to 20 trainees
150.00
1221.4242
Each additional 20 trainees 50.00 “
Special Event Standby
Personnel 72.00 60.00 per person per hour 1221.4242
FIRE DEPARTMENT CHARGES
Fee
Acct Code
Fire reports: (greater than 4 pages) $ 0.25 per page 1221.4221
Personnel/Equipment:
Personnel 72.00 60.00 per hr (1hr min) 1221.4242
Chief’s vehicle, rescue truck, grass rigs 175.00 per hr (1hr min) 1221.4242
Engine, Tender emergency support vehicle, heavy rescue 300.00 per hr (1hr min) 1221.4242
Command vehicle, aerial 600.00 per hr (1hr min) 1221.4242
Safety house:
Within City limits
no fee
Outside City limits - house, manpower 275.00 per day + 45.00 per FF 1221.4242
202019 Fee Schedule
25
EQUIPMENT RATES
Equipment: (does not include operator labor)
Hourly Rate Acct Code
Passenger Vehicle $ 40.00 xxxx.4242
Pick-up truck 40.00 “
One-ton dump truck 44.00 “
Single-axle dump truck 50.00 “
Tandem-axle dump truck 100.00 “
Bucket Truck 60.00 “
Two-ton truck with crane 120.00 “
Aquatic Plant Harvester / conveyor 105.00 “
Tractor 50.00 “
Backhoe/loader 65.00 “
Front-end loader 90.00 “
Street sweeper 90.00 “
Roller 20.00 “
Roller (5-ton) 30.00 “
Paver 100.00 “
Air compressor 40.00 “
Sewer jetter or sewer rodder 215.00 “
Sewer vacuum/jetter 245.00 “
Groundsmaster mower 35.00 “
Sprayer boat 35.00 “
Pump, 6” 54.00 “
Pump, 8” 59.00 “
Skid loader 65.00 “
Chipper 25.00 “
Tanker 65.00 “
TV camera - service (1 hour minimum) 245.00 “
TV camera - main line (1 hour minimum) 320.00 “
Generator, 50KW per hour 60.00 “
Generator, 85KW per hour 100.00 “
Small equipment per hour 35.00 “
Ground thawing trailer per day plus propane 120.00 “
Trenchbox and trailer per day 230.00 “
Sewer pump hose trailer per day 111.00 “
Special Events Needs:
Type I barricade
1.05
per unit per day
“
Type II barricade 2.77 “ “
Reflectorized plastic safety drum .85 “ “
Weighted traffic channelizer .40 “ “
Traffic cone .25 “ “
Standard traffic sign with support 2.20 “ “
202019 Fee Schedule
26
STAFF RATES: Hourly Rate Acct Code
Department Director $ 170.00 xxxx.4242
Assistant City Administrator 145.00 “
City Engineer 150.00 “
Maintenance Superintendent 145.00 “
Assistant City Engineer 135.00 “
Transportation Operations Engineer 145.00 “
Sr. Building Inspector 135.00 “
Fire Marshal 130.00 “
Fire Inspector 115.00 “
City Building Official 145.00 “
Building Inspector 115.00 “
Maintenance Supervisor 115.00 “
City Planner 145.00 “
Planner 110.00 “
Water Resources Manager 130.00 “
City Clerk 110.00 “
Police Officer – dangerous dog hearings 105.00 “
Watershed Specialist 105.00 “
Water Resources Specialist 95.00 “
Stormwater Technician 75.00 “
Code Enforcement Technician 95.00 “
Construction Project Coordinator 110.00 “
Utilities Construction Inspector 95.00 “
Engineering Technician 100.00 “
GIS Technician 105.00 “
Animal Control Officer 75.00 “
Maintenance Person - regular 80.00 “
Maintenance Person - overtime 110.00 “
Intern/Seasonal 60.00 “
Survey crew (includes vehicle and equipment):
2-person 155.00 “
3-person 180.00 “
Clerical Tech 70.00 “
CITY ATTORNEY RATES
Dougherty, Molenda, Solfest, Hills & Bauer P.A.
General legal $ 165.0061.70 9001.2245
Paralegal fees 103.250.00 “
Development-related work 253.3048.55 “
City Council/APC meetings 515.00 512.75 per meeting “
202019 Fee Schedule
27
MISCELLANEOUS FEES/CHARGES Fee Acct Code
Animal pickup $ 20.00 1101.4212
Animal impound 4.00 per day over amount 1101.4212
billed to City by pound
Antennae – Radio, Satellite, Microwave and PCS:
One-time fees:
Application & Frequency Analysis 666 634.00 per site xxxx.4618
Site survey review 666 634.00 per site xxxx.4618
Administrative Process & 3,704 3,527.00 per site minimum xxxx.4617
This is the cost for City staff and does NOT include contracted engineering or attorney costs
Landscaping 3,704 3,527.00 per site xxxx.4619
Lease/rent rates:
Vertical (side of tank/tower, includes three 10’ x 10’45,567 42,987.00 per site per year xxxx.4620
Vertical areas and one 10’ x 20’ ground area)
Each additional 4’ x 10’ area 5,068 4,781.00per site per year
Horizontal (top of tank/tower)
xxxx.4620
Each 3’ x 3’ horizontal area 596 562.00 per site per year xxxx.4620
1-3 microwave/satellite dishes or whip 45,554 42,975.00 per site per year xxxx.4620
antennae (includes up to 3 antenna panels and one 10’ x 20’ ground area,
maximum dish size – 24” diameter)
Ground space only
Minimum area – 16 sq. ft 912.80 861.14 per site per year xxxx.4620
Addition area (rounded up to a whole number) 57.10 53.85 per square foot per year xxxx.4620
Interior space 113.80 107.38 per square foot per year xxxx.4620
Monopoles varies depending on size/location
Scheduled after-hours work (M-F 7:00 am to 3:30 pm) OT labor rate + 15% admin fee
Call-out – 2.5 hour minimum (maximum admin fee of $60.00)
Dangerous Dog hearing actual costs based on staff time (see Equipment & Staff rates section)
for hearing and written recommendation,
for City Clerk, Animal Control Officer, and
Police officer, to a maximum of $1,000
Dangerous Dog hearing escrow (in advance of hearing) 1,000.00 9001.2250
Audio tapes - Board/Council meetings actual costs
Certification fee for unpaid false alarm, noxious weed, refuse 25.00 per parcel xxxx.4612
removal, board-up, and diseased tree removal bills
Penalty for late payment on items to be certified 10% of invoice amount 0501.4228
City Plans/Policies:
Comprehensive Plan
125.00
0720.4230
Special Area Plans 0.25 per page 0201.4230
Comp. Water Supply/Distribution Plan 87.00 6101.4230
Comp. Sanitary Sewer Policy/Plan 87.00 6201.4230
Comp. Storm Water Management Plan 87.00 6401.4230
Plans and Specs (sewer lining, construction, etc) 60.00 6501.4230
Landscape Policy, Shoreland Zoning Ordinance,
Sign Regulations or Tree Preservation Policy 0.25 per page 0720.4230
Transportation Plan 85.00 2010.4230
Water Quality & Wetlands Management Plan 85.00 6501.4230
202019 Fee Schedule
28
Inspection/administrative fee 50.00
City-initiated corrective or clean-up work (e.g., noxious weed or
refuse removal, board-ups, diseased tree removal)
Maps:
City map:
First one free
Each additional 2.00 0201.4230
Section maps:
½ section - property only 10.00 xxxx.4230
½ section - property and planimetric 50.00 “
½ section - property, planimetric, and contours 150.00 “
1/8 section - prop., planimetric and contours 40.00 “
½ section - aerial photo (black and white) 6.00 “
½ section - aerial photo (color) 12.00
¼ section - property only 5.00 “
Trunk water or sewer system map 2.50 “
Specialty maps Based on staff rates, p. 25 “
Zoning or Comp Guide maps:
15 x 22 color 5.00 “
22 x 34 color 15.00 “
GIS Utility As-Built (1/2 section-digital format) 40.00 “
National Night Out map 25.00 “
Location Plan map 40.00 per page “
GIS existing map 25.00 “
Other digital data/mapping Based on staff rates, p. 25 “
MISCELLANEOUS FEES/CHARGES (cont’d) Fee Acct Code
Data processing reports actual cost + 10% 0201.4230
Digital image photocopies (pictometry not included)
Color 3.00 per page 0720.4230
Black & white – (greater than four pages) .25 per page “
Certification of City Document (Photocopy charges are additional) 5.00 “
Domestic partnership registration:
Application (includes Registration Certificate) $ 25.00 0401.4668
Duplicate registration 5.00 “
Filing of amendment to existing registration 25.00 “
Filing of notice of termination to existing registration 25.00 “
Certified copy of registration, amendment or notice of term. 5.00 per document “
“Eagan on Deck” playing cards 5.00 0905.4666
History Book - Lone Oak Years 15.00 0905.4661
Extension fee for variance, CUP, or recording of a Plat 75.00 0720.4206
or Subdivision
False alarm charges - commercial and residential:
First 3 false alarms per year no charge
Each false alarm after 3 100.00 1101.4214
202019 Fee Schedule
29
MISCELLANEOUS FEES/CHARGES (cont’d) Fee Acct Code
Land Use Study copy 50.00 xxxx.4231
Notary seal (non-City business):
All Seals 1.00 each
0201.4230
Patch - Eagan Historical Trail 1.00
Photocopies – B&W – up to 100 pages – (greater than 4 pages) 0.25 per page 0201.4230
Photocopies – B&W – in excess of 100 pages Allowable costs as calculated per State law 0201.4231
Photocopies – Color 1.00 per page 0201.4231
Plans and Specifications 60.00 minimum, varies
by contract
xxxx.4230
Research of City records (beyond readily Allowable costs as calculated per State law
available material)
xxxx.4231
Parking restriction - sign bagging fee
50.00
(5 sign maximum)
2001.4691
25.00 per additional sign > 5 “
Street Closure 25.00 + deposit 2001.4691
Deposit 25.00 9001.2255
Returned check or ACH transfer fee 20.00 0501.4210
Fee schedule (greater than 4 pages) 0.25 per page 0501.4230
Invoicing charge 15% to max. of $10.00 0501.4228
Lodging tax 3% of gross receipts ECVB 9001.2210
(5% City admin fee) 0501.4247
Mailing labels 1.50 per label 0201.4230
Zoning letter 100.00 per parcel 0701.4242
202019 Fee Schedule
30
SUMMARY OF CONNECTION CHARGES
The following connection charges are provided for in the City Code. Some or all of them may be collected at the time of:
1) new development applications, 2) new connections to a utility system, 3) the issuance of building permits, and 4)
enforcement of agreements; as appropriate in each individual circumstance.
Fee Page
Sewer Availability Charge (SAC) 8 & 11
Sanitary Sewer Trunk Connection Charge (SCC) 11
Water Supply & Storage 8 & 11
Water Meter 8 & 13
Treatment Plant Charge 8 & 11
Plumbing Permits 9
Building Permits 8 & 10
Trunk Oversize Charges
Sanitary Sewer 11
Water Main 11
Storm sewer 11
Lateral Charges
Sanitary Sewer 11
Water Main 11
Storm Sewer 11
Sewer permit - new or repair of existing 13
Water permit - new or repair of existing 13
MINNEAPOLIWST, PAUL METRO AREA
Blaine, MN
$31.58
Maple Grove, MN
$33.32
Eagan, MN
$41.33
Rosemount, MN
$41.60
Spring Lake Park, MN
I $42.56
Woodbury, MN
$44.32
Ramsey, MN
$46.81
Shakopee, MN
$47.06
Apple Valley, MN
$47.98
Oakdale, MN
$48.26
Coon Rapids, MN
$49.08
Inver Grove Heights, MN
$50.32
Eden Prairie, MN
$51.23
Plymouth, MN
$51.51
Anoka, MN
$53.53
Mounds View, MN
$56.25
St. Louis Park, MN
$59.19
Fridley, MN
$62.33
Chaska, MN
$63.26
Minnetonka, MN
$6341
Savage, MN
$65.24
Edina, MN
- $65.93
Roseville, MN
$65.97
Maplewood, MN
$66.96
Columbia Heights, MN
$67.47
Forest Lake, MN
$67.88
Richfield, MN
$68.17
Falcon Heights, MN
$70.54
Waconia, MN
$79.08
Robbinsdale, MN
$82.01
Minneapolis, MN
$87.29
Mahtomedi, MN
$89.13
Arden Hills, MN
$91.36
$0.00 $40.00 $80.00 $120.00 $160.00 $200.00
49 www.ae2s.com www.ae2snexus.com
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
PUBLIC HEARING
B. Project 1364, Highview Acres / Spande / Valley View Plateau
Street Improvements
Action To Be Considered:
Close the public hearing and approve Project 1364 (Highview Acres / Spande / Valley
View Plateau - Street Improvements) as presented and authorize the preparation of
detailed plans and specifications.
Facts:
➢ On June 4, 2019, the City Council directed staff to prepare a feasibility report
considering the rehabilitation of the Highview Acres/ Spande/ Valley View
Plateau neighborhoods, residential streets in northern Eagan located north of
Lone Oak Road and east of TH 13.
➢ A structural mill and overlay of these streets are programmed for 2020 in the
City of Eagan’s 5-Year CIP (2020-2024).
➢ On November 19, 2019, the draft Feasibility Report was presented to the City
Council and a public hearing was scheduled for T uesday, December 17, 2019.
➢ An informational neighborhood meeting was held on December 9 for the
adjacent property owners to discuss the proposed improvements.
➢ Of the 60 properties to be assessed under this improvement, 2 realtors
representing 1 vacant property attended the meeting.
➢ All notices have been published in the legal newspaper and sent to all affect ed
property owners informing them of this public hearing.
Attachments (2)
PHB-1 Feasibility Report
PHB-2 Neighborhood Meeting Minutes
Report for
Highview Acres / Spande /Valley View P
Neighborhood Street Revitalizatior
City Project No. 1364
December 17, 2019
EAGAN
Report for
Highview Acres / Spande /Valley View P
Neighborhood Street Revitalizatior
City Project No. 1364
December 17, 2019
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: December 17, 2019
Re: Highview Acres / Spande / Valley View Plateau Street Revitalization
City Project No.: 1364
Attached is the feasibility report for the Highview Acres / Spande / Valley View Plateau Street
Revitalization, City Project No. 1364. The report presents and discusses the proposed
improvements and includes a cost estimate, preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
Reviewed By:
9-4,
��/tI.
De rtment of Public Works
Reviewed By:
FinanceUb partment
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
jj Aaron Nelson
Date: Reg. No. 45795
Date:
Date: tl tq
\mss• •..IE
Imo►
AGA
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: December 17, 2019
Re: Highview Acres / Spande / Valley View Plateau Street Revitalization
City Project No.: 1364
Attached is the feasibility report for the Highview Acres / Spande / Valley View Plateau Street
Revitalization, City Project No. 1364. The report presents and discusses the proposed
improvements and includes a cost estimate, preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
Reviewed By:
9-4,
��/tI.
De rtment of Public Works
Reviewed By:
FinanceUb partment
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
jj Aaron Nelson
Date: Reg. No. 45795
Date:
Date: tl tq
TABLE OF CONTENTS
ExecutiveSummary..................................................................................................... 1
Introduction/History..................................................................................................... 2
Scope...........................................................................................................................3
AreaTo Be Included.....................................................................................................3
StreetPavement Evaluation.........................................................................................3
ProposedImprovements..............................................................................................4
Easements/Permits......................................................................................................6
Feasibility/Recommendations......................................................................................6
CostEstimate...............................................................................................................6
Assessments................................................................................................................6
AssessmentFinancing Options.....................................................................................7
RevenueSource...........................................................................................................7
ProjectSchedule..........................................................................................................8
LIST OF APPENDICES
Appendix A
Preliminary Cost Estimate
Appendix B
Preliminary Assessment Roll
Appendix C
Figures - 1 Location Map
- 2 Street Improvement/Assessment Area Map
- 3 Typical Section — Mill & Overlay
Executive Summary
Background
Project Details
• Roadway resurfacing (edge mill & 1- PCI Rating 45/100
1/2" overlay) Recommended Overla
• Replacement of damaged curb & gutter Improvement Y
• Adjustment/Replacement of: Curb Removal 5%
Scope o Sanitary/Storm sewer
o Utility castings
o Watergate valves
Residential Lots 60
o Street signage
• Utility Improvements
Cost Estimate/ Revenue
Highview Acres /
City
Mill & Overlay w/ Signage $ 163,200
Project Name
Spande / Valley View
Project #
1364
$ 68,400
Plateau
`
$ 138,400
Street Area
16,186 Sq. Yds.
Street Length
5,372 Feet
Bridgeview Avenue
Constructed
1962
Bridgeview Terrace
Reconstructed
1998
Highridge Terrace
Streets Included
Highview Avenue
Crack Sealed
-
Highview Terrace
Southridge Avenue
Seal Coated
2005, 2010
Absolute Location
S % of Section 4
Relative Location
North of Lone Oak Road
Township 27, Range 23
East of TH 13
Project Details
• Roadway resurfacing (edge mill & 1- PCI Rating 45/100
1/2" overlay) Recommended Overla
• Replacement of damaged curb & gutter Improvement Y
• Adjustment/Replacement of: Curb Removal 5%
Scope o Sanitary/Storm sewer
o Utility castings
o Watergate valves
Residential Lots 60
o Street signage
• Utility Improvements
Cost Estimate/ Revenue
Highview Acres / Spande / Valley View Plateau
1
Property
City
Mill & Overlay w/ Signage $ 163,200
$ 78,600
$ 84,600
Repair Existing Concrete Curb & Gutter $ 68,400
I -
$ 68,400
Utility Improvements $ 138,400
`
$ 138,400
Total $ 370,000
$ 78,600 (21%)
i
$ 291,400 (79%)
Highview Acres / Spande / Valley View Plateau
1
December 17, 2019
Neighborhood Street Revitalization
Highview Acres / Spande / Valley View Plateau
Eagan, Minnesota
Introduction/ History
Pavement Management - As a part of Eagan's Pavement Management Program (PMP), the City
evaluates streets within the community throughout their life cycle and implements appropriate
maintenance strategies. In 1989, a Pavement Management System (PMS) was developed that
allowed the City to evaluate the condition of the existing pavement surface for all the streets on
a routine basis and schedule timely maintenance. A Five -Year Capital Improvement Program
(CIP) for street rehabilitation is developed from this information.
The 5,372 feet of residential streets in Highview Acres / Spande / Valley View Plateau
neighborhood in northern Eagan has been identified for 2020 street revitalization
improvements. Figure 1, located in Appendix C, illustrates the project location. The streets
were originally constructed in 1962, and were reconstructed in 1998.
Based on the data and engineering strategies available at this time, the City's current PMP
incorporates local and ongoing maintenance strategies with seal coating occurring as needed
(approximately 3 years after paving) and a bituminous overlay at approximately 20+ years.
Overlaying the roads located within the project area, which are currently in the 22 -year time
frame, will prevent further decay of the pavement surface, thus protecting and extending the
structural life of the street.
Timely maintenance work, such as bituminous patching, crack sealing and seal coating have
occurred at appropriate intervals during the life of the pavement in the area. The City of
Eagan's maintenance records indicate that the streets were seal coated in 2005 and 2010.
The Public Works maintenance program typically includes extensive patching and crack sealing
during the summer prior to the overlay. The Public Works crews, as part of the Preparatory
Pavement Management Plan, removed and replaced deteriorated pavement areas and placed
leveling and maintenance overlays on portions of the streets under consideration, where
necessary. These repairs alone will not substantially extend the life expectancy of the street
section if not combined with the bituminous overlay proposed with this project.
Infrastructure Review - The Public Works Department has also inspected the utility
infrastructure (sanitary sewer, water main, and storm sewer pipes and other structures) in the
project area and determined the underground systems are generally in good working order.
Highview Acres / Spande / Valley View Plateau
There are, however, many repairs and improvements that should be performed at the same
time as a street improvement project to bring them up to current standards.
To provide a comprehensive review of the project area, the condition and coverage of other
infrastructure items maintained by the City and other public agencies within the public right-of-
way and easements such as street lights, utility boxes, and above ground storm water
ponds/access, and pedestrian features were evaluated. The rehabilitation of City -maintained
items is included in this project, if needed.
Scope
This project will provide resurfacing (edge mill and overlay) for approximately 5,372 feet of
roadway. Figure 2 in Appendix C illustrates the project limits.
Included in this project are the following improvements; replacement of damaged curb and
gutter, adjustments and/or replacement to sanitary/storm sewer utility castings, water gate
valves, utility improvements, and replacement of street signage.
Area to Be Included
Properties included in the project lie within the S %Z, Section 4, lying North of Lone Oak Road,
East of TH 13, in Township 27, Range 23, in the City of Eagan, Dakota County, Minnesota.
Street Pavement Evaluation
The City of Eagan's Pavement Management System allows the City to evaluate the condition of
the existing street surface to help schedule timely maintenance and improvements. The
Pavement Condition Index (PCI) ranks the surface condition for each street. The general
categories that define PCI rankings are as follows:
PCI Recommended Improvement
56-100 Routine Maintenance/Crack Seal/Seal Coat
36-55 Patch/Repair and/or Overlay
0-35 Reconstruct/ Reclaim
The 2019 PCI rankings for the street segments have a weighted average pavement condition
rating of 45, which falls in the "Patch/Repair and/or Overlay" category, as mentioned above.
The street pavement has reached an age where, based on the City's past experience, the
integrity of the pavement can rapidly decline if no improvements are performed. Therefore, the
2020 construction season is the optimal time to construct the bituminous overlay on this street.
Any delay of the project may reduce the structural benefit to the street sections and require
more substantial rehabilitation.
Highview Acres / Spande / Valley View Plateau
3
Proposed Improvements
Pavement - The proposed street
improvements shown in Figure 3. The
existing street section for this roadway
consists of 3" bituminous pavement
supported by 6" gravel base. The
existing bituminous surface will be
milled adjacent to the existing curb and
gutter (6'-8' wide) to accommodate a
1% -inch bituminous overlay. The
overlay, combined with the existing
street section, will provide a street
section consistent with current City
standards for residential streets. The
combination of patching and overlay
will not eliminate cracking due to the temperature extremes experienced in Minnesota.
Bituminous overlays will show some continued frost movements and reflective cracking
consistent with the underlying pavement. Routine maintenance will still need to continue under
the City's Pavement Management Program.
Concrete curb & gutter - Damaged curb &
., gutter will be replaced if severely cracked,
spalled, or settled. It is estimated that
approximately 5% of the existing concrete curb
and gutter will have to be replaced. Boulevard
turf will be removed and replaced with seed.
While the contractor who performs the work is
responsible for its establishment (45 days for
4%
seed), adjacent property owners are
encouraged to consistently water the new turf,
where possible, to help ensure its growth.
Utility Adjustment/Replacement — Sanitary/storm sewer manholes, catch basins, and gate
valves will be adjusted, repaired, or replaced based on the condition of castings and supporting
structures. Such repairs to the storm sewer, sanitary sewer, and water main infrastructures
ensure quick and easy access by the City for maintenance and other purposes. There are a
number of manholes structures and storm sewer pipe that require replacement due to
deterioration. There are also many manholes with 24 -inch castings that are proposed to be
replaced with new cone sections and 27 -inch castings to bring them to current standards. All
utility related improvements will be financed through the Combined Utility Fund.
Highview Acres / Spande / Valley View Plateau
4
Signage - Traffic and street identification signage within the project
limits have reached the end of their useful life expectancy and are in
need of replacement. Signs have been reviewed for compliance with
the Minnesota Manual on Uniform Traffic Control Devices (MnMUTCD).
Those that are required by the MnMUTCD will be replaced to improve
safety and night time visibility, and those that are not will be
permanently removed.
Street Lights—This neighborhood currently does not have residential
street lighting. A petition and agreement to pay for the lighting costs
would be required if the neighborhood requests lighting to be installed.
Complete Streets — "Complete Streets" is a transportation and design approach that plans,
designs, operates, and maintains streets in a means to enable safe, convenient and comfortable
travel and access for users of all ages and abilities regardless of their mode of transportation.
Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding
public transportation, or delivering goods.
In 2010, the State of Minnesota adopted a Complete Streets policy, which encourages, but does
not require local governments to adopt this policy. The MN Department of Transportation has
published a Complete Streets Guidelines for Local Agencies Resource Guide (Feb. 2013).
The streets in these neighborhoods were reviewed to determine if additional Complete Streets
opportunities are available and/or feasible. The streets are relatively narrow at 28-30 feet
wide, have low traffic volumes, and limited access points. Given the existing and proposed
elements available for all users, the streets in this neighborhood meet the intent of the
complete streets' guidelines.
Highview Acres / Spande / Valley View Plateau
Easement/Permits
All work will be in the public right-of-way. No additional easements are anticipated. A Mn/DOT
permit will be required for any work within the TH 13 right-of-way.
Feasibility and Recommendations
The mill and overlay project is necessary to maintain and enhance the structural integrity of the
pavement section, create a safer driving surface, and increase rideability.
It is cost effective in that the proposed improvement (resurfacing) is considerably less
expensive than complete reconstruction of this street. The mill and overlay is feasible in that
this type of improvement has been used successfully to extend the life expectancy of numerous
other streets throughout the City and the region.
This project is in accordance with the Five -Year Capital Improvement Plan (2020 — 2024) for the
City of Eagan and the schedule as outlined in the Pavement Management Program. It is
recommended that the project be constructed as proposed in this report in combination with
other similar projects in the area.
Cost Estimate
Detailed cost estimates are located in Appendix A. The estimates are based on anticipated
2020 construction costs and include a 5% contingency and indirect cost of 25%, which include
legal, administration, engineering, and bond interest. A summary of the costs is as follows:
Highview Acres / Spande / Valle View Plateau
• Mill & Overlay........................................................................ $ 163,200
• Repair Existing Concrete Curb & Gutter ................................ $ 68,400
• Utility Improvements............................................................. $138,400
Total........................................................................... $ 370,000
Assessments
Assessments are proposed to be levied against the benefited properties for the total
improvement with costs allocated in accordance with the City of Eagan's Special Assessment
Policy for a mill and overlay improvement for residential streets. All assessments will be revised
based on final costs. A preliminary assessment roll is included in Appendix B.
City Special Assessment Policy
Assessment Ratio
Property City
Mill & Overlay - Low -Density Residential (R-1,2,3) 50% 50%
Repair Existing Concrete Curb & Gutter - 100%
Utility Improvements 100%
Highview Acres / Spande / Valley View Plateau
6
Residential Lots — All residential lots (60 single family lots) as shown on Figure 2, having
driveway access on to the street to be improved, are proposed to be assessed. The City's
Assessment Policy states that 50% of the mill and overlay costs are assessable for local
residential streets, based on a standard 32 -foot width. The estimated cost per residential unit,
based on the City's Assessment Policy, is $1,310/ lot and is calculated as follows:
Mill & Overlay - Residential Properties
o 10,382' Residential Frontage/ 10,744' Total Frontage= 96.6%
o $163,200 (Mill & Overlay Costs) x 50% x 96.6% = $78,826 (Total R-1 Assessment)
o $78,826 / 60 lots = $1,313.77, rounded to $1,310 / single-family lot
The remaining frontage within the project area (362' or 3.4%) is considered non- assessable
under the City's Assessment Policy.
Assessment Financing Options
The property owner will have the option at the time of the assessment hearing to pay the full
assessment or include the assessment in with their property tax statement. If the assessment is
included with the property tax statement, the assessment and interest will be spread over five
years for residential owners. In 2019, the interest rate was set at 4%. The 2020 rate is not yet
available however, it is expected to be comparable and based on City policy will be determined
by the City Council in the spring. The following payment schedule is an example of a residential
lot assessment of $1,310 with an estimated 4% interest for the assessed amounts, and assumes
14 months interest for the first year:
Principal / Year I Interest / Year ! Cost/ Year
1st Year F$262 �$61 [$323
5th Year F$262 I$10 $272
0
Bonds may be issued to finance the improvements.
Revenue Source
A summary of revenue sources is listed below:
Highview Acres / Spande / Valley View Plateau
7
Project
Cost
Property
Assessment
City
Contribution
Mill and Overlay (Including
Signage)
$ 163,200
$ 78,600
$ 84,600
Repair Existing Curb & Gutter
$ 68,400
-
$ 68,400
Utility Improvements
$ 138,400
-
$ 138,400
Totals
$ 370,000
$ 78,600 (21%)
$ 291,400 (79%)
Highview Acres / Spande / Valley View Plateau
7
The Major Street Fund will finance the estimated street related project deficit of $153,000.
The Combined Utility Fund will finance the estimated $138,400 utility improvements.
Project Schedule
Present Feasibility Report to City Council/
Order Public Hearing............................................................................. November 19, 2019
Informational Meeting............................................................................. December 9, 2019
Public Hearing........................................................................................December 17, 2019
Approve Plans and Specifications............................................................ February 18, 2020
BidDate........................................................................................................ March 17, 2020
AwardContract.................................................................................................April 7, 2020
StartConstruction............................................................................................. May 1, 2020
ProjectCompletion........................................................................................... August 2020
Final Cost Report.........................................................................................September 2020
Final Assessment Hearing...................................................................................... Fall, 2020
First Payment Due with Property Tax Statement ........................................... May 15, 2021
Highview Acres / Spande / Valley View Plateau
8
Appendix A
Preliminary Cost Estimate
City Project 1364 Highview Acres/ Spande/ Valley View Plateau
Item No. Item Unit I Unit Price Est Qty i Estimated Cost
Part I - Bituminous Street Overlay
2021.501
Mobilization
2104.505
Remove Bituminous Pavement
2232.501
Mill Bituminous Pavement (1- 1/4" depth, 6' Width)
2357.502
Bituminous Material for Tack Coat
2360.501
SP WEA340B Wearing Course Mixture (Overlay)
2360.501
SP WEA340B Wearing Course Mixture (Patch)
2504.602
Adjust Gate Valve Box
2506.602
Adjust Frame and Ring Casting (Manhole)
2563.601
Traffic Control
SP -1
Signage Remove and Replace
Subtotal
5% Contingency
Subtotal
25% Indirect Costs
Part I - Bituminous Street Overlay
LS
$
8,000.00
1
$
8,000.00
SY
$
6.00
20
$
120.00
SY
$
1.30
7155
$
9,301.50
GAL
$
3.50
1040
$
3,640.00
TON
$
62.00
1485
$
92,070.00
TON
$
115.00
20
$
2,300.00
EA
$
250.00
5
$
1,250.00
EA
$
800.00
2
$
1,600.00
LS
$
4,000.00
1
$
4,000.00
LS
$
2,090.00
1
$
2,090.00
$ 6,218.58
$ 130,590.08
$ 32,647.52
$ 163,237.59
- ElItem No. ItemUnit Unit Price Est Qty Estimated Cost
Part II - Repair Existing Curb & Gutter
2104.501
Remove Concrete Curb and Gutter
LF
$
10.00
595
$
5,950.00
2104.505
Remove Concrete Driveway /Valley Gutter
SY
$
15.00
12
$
180.00
2105.501
Common Excavation
CY
$
45.00
5
$
225.00
2211.501
Aggregate Base, CI.5 (100% Crushed)
TON
$
30.00
100
$
3,000.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
113
$
12,995.00
2531.501
Concrete Curb and Gutter, B618
LF
$
34.00
550
$
18,700.00
2531.501
Concrete Curb and Gutter, Surmountable
LF
$
32.00
45
$
1,440.00
2531.507
8" Concrete Driveway Pavement - High Early
SY
$
90.00
12
$
1,080.00
2540.602
Repair Underground Electric Fence
EA
$
100.00
5
$
500.00
2540.602
Repair Landscaping
EA
$
250.00
2
$
500.00
2572.503
Application of Water for Turf Establishment
GAL
$
0.15
12150
$
1,822.50
2573.530
Storm Drain Inlet Protection
EA
$
175.00
20
$
3,500.00
2575.550
Boulevard Topsoil Borrow — MnDOT 3877-2F
CY
$
80.00
15
$
1,200.00
2575.609
Seeding (MnDOT 270 w/Type 5 Hydromulch)
SY
$
7.50
135
$
1,012.50
Subtotal $ 52,105.00
5% Contingency $ 2,605.25
Subtotal $ 54,710.25
25% Indirect Costs $ 13,677.56
Part II - Repair Existing Curb & Gutter $ 68,387.81
Highview Acres / Spande / Valley View Plateau
9
i
Item No. Item Unit Unit Price Est Qty Estimated Cost
Part 111- Utility Improvements
5,272.75
$
110,727.75
$
27,681.94
$
2504.602
Repair Gate Valve Mid Section
EA
$
500.00
2
$
1,000.00
2504.602
Repair Gate Valve Top Section w/Cover
EA
$
500.00
3
$
1,500.00
2506.602
Remove & Replace Frame & Ring Casting (27")
EA
$
1,250.00
1
$
1,250.00
2104.503
Remove Ex, RC Pipe Sewer
SF
$
15.00
77
$
1,155.00
2104.523
Salvage Casting
EA
$
125.00
3
$
375.00
2503.503
12" RC Pipe Sewer Cl V
EA
$
55.00
8
$
440.00
2503.503
15" RC Pipe Sewer Cl V
EA
$
55.00
77
$
4,235.00
2503.602
Connect to Existing Structure
EA
$
1,800.00
1
$
1,800.00
2506.521
Install Casting
EA
$
700.00
3
$
2,100.00
2506.602
Adjust Frame & Ring Casting (CB) HDPE Rings
EA
$
700.00
20
$
14,000.00
2506.602
Remove & Replace CBMH Structure w/Cstg (4' Dia.)
EA
$
5,500.00
1
$
5,500.00
2506.602
Remove & Replace CB Structure (2'x 3')
EA
$
3,800.00
2
$
7,600.00
2506.602
Construct Drainage Structure w/Cstg (2'x 3')
EA
$
4,500.00
2
$
9,000.00
2506.602
Repair/ Grout CB or MH Invert/ Doghouses
EA
$
500.00
3
$
1,500.00
2506.602
Remove & Replace 4' Cone Section W/ casting (27" San.)
EA
$
3,000.00
18
$
54,000.00
Subtotal
5% Contingency
Subtotal
25% Indirect Costs
Part III - Utility Improvements
Part I - Bituminous Street Overlay
Part II - Repair Existing Curb & Gutter
Part III - Utility Improvements
Project 1364 Total Cost
Highview Acres / Spande / Valley View Plateau
10
$ 105,455.00
$
5,272.75
$
110,727.75
$
27,681.94
$
138,409.69
$
163,237.59
$
68,387.81
$
138,409.69
$
370.035.09
Appendix B
Preliminary Assessment Roll
City Project #1364 Highview Acres Spande Valley View Plateau
Highridge Ter
R-1 Residential
P.I.N.
Lot Equivalent
Lots
Unit Assessment
Total
2821 Highridge Ter
10-81400-03-110
1
1
$ 1,310
$ 1,310
2841 Highridge Ter
10-81400-02-010
1
1
$ 1,310
$ 1,310
2851 Highridge Ter
10-81400-02-020
1
1
$ 1,310
$ 1,310
2861 Highridge Ter
10-81400-02-030
1
1
$ 1,310
$ 1,310
2871 Highridge Ter
10-81400-02-040
1
1
$ 1,310
$ 1,310
2887 Highridge Ter
10-20300-02-100
1
1
$ 1,310
$ 1,310
2891 Highridge Ter
10-20300-02-090
1
1
$ 1,310
$ 1,310
2895 Highridge Ter
10-20300-02-080 {
1
1
$ 1,310
$ 1,310
2899 Highridge Ter
10-20300-02-070
1
1
$ 1,310
$ 1,310
2850 Highridge Ter
10-81400-01-010
1
1
$ 1,310
$ 1,310
2860 Highridge Ter
10-81400-01-020
1
1
$ 1,310
$ 1,310
2870 Highridge Ter
10-81400-01-030
1
1
$ 1,310
$ 1,310
2880 Highridge Ter
10-81400-02-010
1
1
$ 1,310
$ 1,310
2890 Highridge Ter
10-63300-01-010
1
1
$ 1,310
$ 1,310
2892 Highridge Ter
10-20300-01-030
1
1
$ 1,310
$ 1,310
2896 Highridge Ter
10-20300-01-020
1
1
$ 1,310
$ 1,310
2900 Highridge Ter
10-20300-01-010
1
1
$ 1,310
$ 1,310
Subtotal
17
17
$ 22,270
Southridge Ave
R-1 Residential
P.I.N.
Lot Equivalent
# of
Lots
Unit Assessment
Total
1454 Southridge Ave
10-81401-01-030
1
1
$ 1,310
$ 1,310
1460 Southridge Ave
10-81401-01-020
1
1
$ 1,310
$ 1,310
1468 Southridge Ave
10-81401-01-010
1
1
$ 1,310
$ 1,310
Subtotal
3
3
$ 3,930
Highview Acres / Spande / Valley View Plateau
11
Highview Ave
R-1 Residential
P.I.N.
Lot Equivalent
# of
Lots
Unit Assessment
Total
1455 Highview Ave
10-81400-03-102
1
1
$ 1,310
$ 1,310
1457 Highview Ave
10-81400-03-090
1
1
$ 1,310
$ 1,310
1459 Highview Ave
10-81400-03-080
1
1
$ 1,310
$ 1,310
1461 Highview Ave
10-81400-03-070
1
1
$ 1,310
$ 1,310
1465 Highview Ave
10-81400-03-060
1
1
$ 1,310
$ 1,310
1467 Highview Ave
10-81402-01-020
1
1
$ 1,310
$ 1,310
I 1469 Highview Ave
10-81402-01-010
1
1
$ 1,310
$ 1,310
1471 Highview Ave
10-81400-03-030
1
1
$ 1,310
$ 1,310
1473 Highview Ave
10-81400-03-020
1
1
$ 1,310
$ 1,310
1475 Highview Ave
10-81400-03-010
1
1
$ 1,310
$ 1,310
1535 Highview Ave
10-58502-01-020
1
1
$ 1,310
$ 1,310
1466 Highview Ave
10-81400-04-050
1
1
$ 1,310
$ 1,310
1470 Highview Ave
10-81400-04-040
1
1
$ 1,310
$ 1,310
1472 Highview Ave
10-81400-04-030
1
1
$ 1,310
$ 1,310
1474 H ighview Ave
10-81400-04-020
1
1
$ 1,310
$ 1,310
1476 Highview Ave
10-81400-04-010
1
1
$ 1,310
$ 1,310
1550 Highview Ave
10-49800-01-010
1
1
$ 1,310
$ 1,310
1556 Highview Ave
10-49801-01-010
1
1
$ 1,310
$ 1,310
1562 Highview Ave
10-49801-01-020
1
1
$ 1,310
$ 1,310
Subtotal
19
19
$ 24,890
Highview Ter
R-1 Residential
P.I.N.
Lot Equivalent
# of
Lots
Unit Assessment
Total
2845 Highview Ter
10-81400-04-060
1
1
$ 1,310
$ 1,310
2861 Highview Ter
10-81400-04-120
1
1
$ 1,310
$ 1,310
2871 Highview Ter
10-81400-05-060
1
1
$ 1,310
$ 1,310
2840 Highview Ter
10-81400-02-050
1
1
$ 1,310
$ 1,310
2850 Highview Ter
10-81400-02-060
1
1
$ 1,310
$ 1,310
2860 Highview Ter
10-81400-02-070
1
1
$ 1,310
$ 1,310
2870 H ighview Ter
10-81400-02-080
1
1
$ 1,310
$ 1,310
Subtotal
7
7
$ 9,170
Highview Acres / Spande / Valley View Plateau
12
Total R-1 Lots 60 $ 78,600
R-1 Frontage 10,382 96.6%
Non -Assessable Frontage 362 3.4%
Total Frontage 10744 100.0%
Highview Acres / Spancle / Valley View Plateau
13
Bridgeview Ave
R-1 Residential
R-1 Residential
P.I.N.
Lot Equivalent
# of
Lots
Unit Assessment
Total
Total
1465 Bridgeview Ave
10-81400-04-110
1
1
$
1,310
$
1,310
1469 Bridgeview Ave
10-81400-04-100
1
1
$
1,310
$
1,310
1471 Bridgeview Ave
10-81400-04-090
1
1
$
1,310
$
1,310
1475 Bridgeview Ave
10-81400-04-080
1
1
$
1,310
$
1,310
1477 Bridgeview Ave
10-81400-04-070
1
1
$
1,310
$
1,310
1466 Bridgeview Ave
10-81400-05-050
1
1
$
1,310
$
1,310
1470 Bridgeview Ave
10-81400-05-040
1
1
$
1,310
$
1,310
1472 Bridgeview Ave
10-81400-05-030
1
1
$
1,310
$
1,310
1474 Bridgeview Ave
10-81400-05-020
1
1
$
1,310
$
1,310
1478 Bridgeview Ave
10-81400-05-010
1
1
$
1,310
$
1,310
N/A
10-20300-02-010
1
1
$
1,310
$
1,310
Subtotal
11
11
$
14,410
Total R-1 Lots 60 $ 78,600
R-1 Frontage 10,382 96.6%
Non -Assessable Frontage 362 3.4%
Total Frontage 10744 100.0%
Highview Acres / Spancle / Valley View Plateau
13
Bridgeview Ter
R-1 Residential
P.I.N.
Lot Equivalent
Lots
Unit Assessment
Total
2841 Bridgeview Ter
10-40100-01-011
1
1
$ 1,310
$
1,310
2843 Bridgeview Ter
10-40100-01-020
1
1
$ 1,310
$
1,310
2845 Bridgeview Ter
10-40100-01-030
1
1
$ 1,310
$
1,310
Subtotal
3
3
$
3,930
Total R-1 Lots 60 $ 78,600
R-1 Frontage 10,382 96.6%
Non -Assessable Frontage 362 3.4%
Total Frontage 10744 100.0%
Highview Acres / Spancle / Valley View Plateau
13
*2020 Street Revitalization - Project 1364
EAGAN Highview Acres - Spande -Valley View Plateau
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FIG 2
A -k e 2020 Street Revitalization - Project 1364
z Highview Acres - Spande
Valley View Plateau
Typical Street Sections
55'- 60 ' ROW
28'- 30' F -F TYPICAL
3" EXIST. BITUMINOUS
3" EXIST CL 5 AGG. BASE
EXIST. TYPICAL SECTION
EXIST. 8618 &
SURMOUNTABLE
CURB & GUTTER
Highview Acres - Spande - Valley View Plateau
55'- 60' ROW
28'- 30' F -F TYPICAL
6' EDGE MILL
1.5" TYPE 2360 WEAR COURSE
BITUMINOUS OVERLAY
2357 BITUMINOUS TACK COAT
3" EXIST. BITUMINOUS LREMOVE &REPLACE EX. B618 &
EXIST 6" CL 5 AGG. BASE SURMOUNTABLE CURB & GUTTER,
AS DIRECTED BY THE ENGINEER
PROPOSED TYPICAL SECTION
Highview Acres - Spande - Valley View Plateau
Document Path: LIUSERSIPUBWORKSIEngineering\Projects12020 Street Improvements11364
Date: 10131/2019
FIG 3
Highview Acres/Spande/Valley View Plateau
Neighborhood Street Revitalization
City Project No. 1364
Informational Meeting-5:30 P.M. Monday, Dec. 9, 2019
Council Chambers
Attendance
Aaron Nelson, Assistant City Engineer, 2 realtors representing 1 vacant single family lot were in
attendance (see attached sign-in sheet).
Presentation of Proiect Details
The representatives of the vacant lot had specific questions regarding their property so there
was an informal discussion about the general project scope, assessments, and specific
questions they had.
Questions/ Comments
1.General project scope discussion.
2.How are assessments calculated? With residential properties, the city shares the cost of all
work performed between the curbs 50/50 with the adjacent property owners. Any work in
the curbs and boulevard, and the utility improvements, is paid 100% by the city. The
property owner's portion is split evenly among all lots in the neighborhood.
3.Why is the vacant lot being assessed? There's no home on it. Assessments consider the
highest and best use of the property. The vacant lot currently does not have a house on it,
but it's being actively marked for sale to build a single family home, and the access would
come from one of the streets that is being overlayed. Therefore, this lot would be assessed
like the rest of the homes in the neighborhood.
4.Lots of questions regarding how they would bring water and sewer services to the lot.
Service stubs were provided for this lot off of Skyline Drive. Service lines would need to be
directional drilled in the easement between two homes to extend them to the building site.
The meeting adjourned at 6:10 p.m.
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
PUBLIC HEARING
C. Project 1365, McKee 1st – 3rd Additions
Street Improvements
Action To Be Considered:
Close the public hearing and approve Project 1365 (McKee 1st – 3rd Additions - Street
Improvements) as presented and authorize the preparation of detailed plans and
specifications.
Facts:
➢ On June 4, 2019, the City Council directed staff to prepare a feasibility report
considering the rehabilitation of the McKee 1st – 3rd Additions neighborhood,
residential streets in northern Eagan located north of Lone Oak Road and east of
Lexington Avenue.
➢ A structural mill and overlay of these streets are programmed for 2020 in the City of
Eagan’s 5-Year CIP (2020-2024).
➢ On November 19, 2019, the draft Feasibility Report was presented to the City Council
and a public hearing was scheduled for Tuesday, December 17, 2019.
➢ An informational neighborhood meeting was held on December 9 for the adjacent
property owners to discuss the proposed improvements.
➢ Of the 99 properties to be assessed under this improvement, 1 resident representing
1 property attended the meeting.
➢ All notices have been published in the legal newspaper and sent to all affected
property owners informing them of this public hearing.
Attachments (2)
PHC-1 Feasibility Report
PHC-2 Neighborhood Meeting Minutes
•.�- ..moiEAGAN
Report for
McKee Addition 1st- 3rd
Neighborhood Street Revitalization
City Project No. 1365
December 17, 2019
46 EAGAN
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: December 17, 2019
Re: McKee Addition 1 I — 3rd Street Revitalization
City Project No.: 1365
Attached is the feasibility report for the McKee Addition 1 I — 3rd Street Revitalization, City
Project No. 1365. The report presents and discusses the proposed improvements and includes
a cost estimate, preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
Reviewed By:
De ` rtment of Public Works
Reviewed By:
Financ epartment
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
Aaron Nelson
Date: IZ& ll I t Reg. No. 45795
Date: 1 �Z— /( Z10
Date: l
TABLE OF CONTENTS
ExecutiveSummary..................................................................................................... 1
Introduction/History.....................................................................................................2
Scope...........................................................................................................................3
AreaTo Be Included.....................................................................................................3
StreetPavement Evaluation.........................................................................................3
ProposedImprovements..............................................................................................4
Easements/Permits......................................................................................................6
Feasibility/Recommendations......................................................................................6
CostEstimate...............................................................................................................6
Assessments................................................................................................................6
AssessmentFinancing Options.....................................................................................7
RevenueSource...........................................................................................................8
ProjectSchedule..........................................................................................................8
LIST OF APPENDICES
Appendix A
Preliminary Cost Estimate
Appendix B
Preliminary Assessment Roll
Appendix C
Figures - 1 Location Map
2 Street Improvement/Assessment Area Map
3 Typical Section — Mill & Overlay
Executive Summary
Background
Project Details
• Roadway resurfacing (edge mill & 1-
McKee Addition 1St —
56/100
1/2" overlay)
Project Name
rd
project #
1365
Street Area
17,118 Sq. Yds.
Street Length
5,450 Feet
• Adjustment/Replacement of:
Scope
Constructed
1968
Beatrice Street
Reconstructed
1998
98
First Street
Neighborhood Park
Keefe Street
o Street signage
Streets Included
Kenneth Street
Crack Sealed
Seal Coated
2005, 2012
McKee Street
SE % of Section 2
North of Lone Oak Road
Absolute Location
Township 27, Range 23
Relative Location
East of Lexington Avenue
Project Details
• Roadway resurfacing (edge mill & 1-
PCI Rating
56/100
1/2" overlay)
Recommended
• Overlay Lexington Park Parking Lot
Improvement
Overlay
• Replacement of damaged curb & gutter
Curb Removal
7%
• Adjustment/Replacement of:
Scope
o Sanitary/Storm sewer
o Utility castings
Residential Lots R-1
98
o Watergate valves
Neighborhood Park
1
o Street signage
• Utility Improvements
Cost Estimate/ Revenue
Mill & Overlay w/ Signage $ 164,100
Repair Existing Concrete Curb & Gutter $ 71,700
Utility Improvements $ 18,200
Total $ 254,000
McKee Addition 1St — 3 r
1
Property
$ 72,207
$ 72,207 (28%)
City
$ 91,893
$ 71,700
$ 18,200
$ 181,793 (72%)
December 17, 2019
Neighborhood Street Revitalization
McKee Addition V— 3rd
Eagan, Minnesota
Introduction/ History
Pavement Management - As a part of Eagan's Pavement Management Program (PMP), the City
evaluates streets within the community throughout their life cycle and implements appropriate
maintenance strategies. In 1989, a Pavement Management System (PMS) was developed that
allowed the City to evaluate the condition of the existing pavement surface for all the streets on
a routine basis and schedule timely maintenance. A Five -Year Capital Improvement Program
(CIP) for street rehabilitation is developed from this information.
The 5,450 feet of residential streets in the McKee Addition 1st — 3rd neighborhood in northern
Eagan has been identified for 2020 street revitalization improvements. Figure 1, located in
Appendix C, illustrates the project location. The streets were originally constructed in 1968 and
reconstructed in 1998.
Based on the data and engineering strategies available at this time, the City's current PMP
incorporates local and ongoing maintenance strategies with seal coating occurring as needed
(approximately 3 years after paving) and a bituminous overlay at approximately 20+ years.
Overlaying the roads located within the project area, which are currently in the 22 -year time
frame, will prevent further decay of the pavement surface, thus protecting and extending the
structural life of the street.
Timely maintenance work, such as bituminous patching, crack sealing and seal coating have
occurred at appropriate intervals during the life of the pavement in the area. The City of
Eagan's maintenance records indicate that the streets were seal coated in 2005 and 2012.
The Public Works maintenance program typically includes extensive patching and crack sealing
during the summer prior to the overlay. The Public Works crews, as part of the Preparatory
Pavement Management Plan, removed and replaced deteriorated pavement areas and placed
leveling and maintenance overlays on portions of the streets under consideration, where
necessary. These repairs alone will not substantially extend the life expectancy of the street
section if not combined with the bituminous overlay proposed with this project.
Infrastructure Review - The Public Works Department has also inspected the utility
infrastructure (sanitary sewer, water main, and storm sewer pipes and other structures) in the
McKee Addition 11 — 3rd
2
project area and determined the underground systems are generally in good working order and
that no major repairs are necessary.
To provide a comprehensive review of the project area, the condition and coverage of other
infrastructure items maintained by the City and other public agencies within the public right-of-
way and easements such as street lights, utility boxes, and above ground storm water
ponds/access, and pedestrian features were evaluated. The rehabilitation of City -maintained
items is included in this project, if needed.
Scope
This project will provide resurfacing (edge mill and overlay) for approximately 5,450 feet of
roadway. Figure 2 in Appendix C illustrates the project limits.
Included in this project are the following improvements; replacement of damaged curb and
gutter, adjustments and/or replacement to sanitary/storm sewer utility castings, water gate
valves, utility improvements, and replacement of street signage.
Area to Be Included
Properties included in the project lie within the SE % of Section 2, lying North of Lone Oak Road,
East of Lexington Avenue, in Township 27, Range 23, in the City of Eagan, Dakota County,
Minnesota.
Street Pavement Evaluation
The City of Eagan's Pavement Management System allows the City to evaluate the condition of
the existing street surface to help schedule timely maintenance and improvements. The
Pavement Condition Index (PCI) ranks the surface condition for each street. The general
categories that define PCI rankings are as follows:
PCI
Recommended Improvement
56-100
Routine Maintenance/Crack Seal/Seal Coat
36-55
Patch/Repair and/or Overlay
0-35
Reconstruct/ Reclaim
The 2019 PCI rankings for the street segments have a weighted average pavement condition
rating of 56, which falls in low end of "Routine Maintenance" and high end of the "Patch/Repair
and/or Overlay" category, as mentioned above. The street pavement has reached an age
where, based on the City's past experience, the integrity of the pavement can rapidly decline if
no improvements are performed. Therefore, the 2020 construction season is the optimal time
to construct the bituminous overlay on this street. Any delay of the project may reduce the
structural benefit to the street sections and require more substantial rehabilitation.
McKee Addition 11— 3rd
Proposed_ Improvements
Pavement - The proposed street
improvements shown in Figure 3. The
existing street section for this roadway
consists of 3" bituminous pavement
supported by 8" gravel base. The
existing bituminous surface will be
milled adjacent to the existing curb and
gutter (6'-8' wide) to accommodate a
1% -inch bituminous overlay. The
overlay, combined with the existing
street section, will provide a street
section consistent with current City
standards for residential streets. The
combination of patching and overlay
will not eliminate cracking due to the temperature extremes experienced in Minnesota.
Bituminous overlays will show some continued frost movements and reflective cracking
consistent with the underlying pavement. Routine maintenance will still need to continue under
the City's Pavement Management Program.
Concrete curb & gutter - Damaged curb &
gutter will be replaced if severely cracked,
spalled, or settled. It is estimated that
approximately 7% of the existing concrete curb
and gutter will have to be replaced. Boulevard
turf will be removed and replaced with seed.
While the contractor who performs the work is
responsible for its establishment (45 days for
seed), adjacent property owners are
encouraged to consistently water the new turf,
where possible, to help ensure its growth.
Utility Adjustment/Replacement — Sanitary/storm sewer manholes, catch basins, and gate
valves will be adjusted, repaired, or replaced based on the condition of castings and supporting
structures. Such repairs to the storm sewer, sanitary sewer, and water main infrastructures
ensure quick and easy access by the City for maintenance and other purposes. There are a
number of catch basin structure adjustments necessary due to deterioration, and a manhole
with a 24 -inch casting that are proposed to be replaced with a new cone section and 27 -inch
casting to bring it to current standards. All utility related improvements will be financed
through the Combined Utility Fund.
McKee Addition 1st — 3rd
4
Signage - Traffic and street identification signage within the project limits
have reached the end of their useful life expectancy and are in need of
replacement. Signs have been reviewed for compliance with the rrr
Minnesota Manual on Uniform Traffic Control Devices (MnMUTCD). -
Those that are required by the MnMUTCD will be replaced to improve
safety and night time visibility, and those that are not will be
permanently removed.
Street Lights — The only street lights in the area are at the intersections with Lexington Ave
(maintained by Xcel Energy) are in good condition and provide adequate coverage. This
neighborhood currently does not have residential street lighting. A petition and agreement to
pay for the lighting costs would be required if the neighborhood requests lighting to be
installed.
Complete Streets — "Complete Streets" is a transportation and design approach that plans,
designs, operates, and maintains streets in a means to enable safe, convenient and comfortable
travel and access for users of all ages and abilities regardless of their mode of transportation.
Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding
public transportation, or delivering goods.
In 2010, the State of Minnesota adopted a Complete Streets policy, which encourages, but does
not require local governments to adopt this policy. The MN Department of Transportation has
published a Complete Streets Guidelines for Local Agencies Resource Guide (Feb. 2013).
The streets in this neighborhood were reviewed to determine if additional Complete Streets
opportunities are available and/or feasible. The streets are relatively narrow at 28 feet wide,
have low traffic volumes, limited access points, and a trail is available along Lexington Avenue
and the east side of the neighborhood to connect pedestrians to the City and regional trail
system. Pedestrian curb ramps in the project area at the intersecting sidewalks will be
replaced, if necessary, to meet current ADA design standards. Given the existing and proposed
McKee Addition 1St — 3rd
5
elements available for all users, the streets in this neighborhood meet the intent of the
complete streets' guidelines.
Easement/Permits
All work will be in the public right-of-way. No additional easements are anticipated. It is
anticipated that a Dakota County right-of-way permit will be required for work within the
Lexington Ave. right-of-way.
Feasibility and Recommendations
The mill and overlay project is necessary to maintain and enhance the structural integrity of the
pavement section, create a safer driving surface, and increase rideability.
It is cost effective in that the proposed improvement (resurfacing) is considerably less
expensive than complete reconstruction of this street. The mill and overlay is feasible in that
this type of improvement has been used successfully to extend the life expectancy of numerous
other streets throughout the City and the region.
This project is in accordance with the Five -Year Capital Improvement Plan (2020 — 2024) for the
City of Eagan and the schedule as outlined in the Pavement Management Program. It is
recommended that the project be constructed as proposed in this report in combination with
other similar projects in the area.
Cost Estimate
Detailed cost estimates are located in Appendix A. The estimates are based on anticipated
2019 construction costs and include a 5% contingency and indirect cost of 25%, which include
legal, administration, engineering, and bond interest. A summary of the costs is as follows:
McKee Addition 1st — 3rd
• Mill & Overlay........................................................................ $ 164,100
• Repair Existing Concrete Curb & Gutter ................................ $ 71,700
• Utility Improvements............................................................. 18,200
Total........................................................................... $ 254,000
Assessments
Assessments are proposed to be levied against the benefited properties for the total
improvement with costs allocated in accordance with the City of Eagan's Special Assessment
Policy for a mill and overlay improvement for residential streets. All assessments will be revised
based on final costs. A preliminary assessment roll is included in Appendix B.
McKee Addition 15t — 3rd
6
City Special Assessment Policy
Assessment Ratio
Property City
Mill & Overlay - Low -Density Residential (R-1,2,3) 50% 50%
Mill & Overlay— Neighborhood Park 50% 50%
Mill & Overlay — Commercial/Industrial 100% -
Utility Improvements - 100%
Residential Lots —All residential lots (98 single family homes) as shown on Figure 2, having
driveway access on to the street to be improved are proposed to be assessed. The City's
Assessment Policy states that 50% of the mill and overlay costs are assessable for local
residential streets, based on a standard 32 -foot width. The estimated cost per residential unit,
based on the City's Assessment Policy, is $700/ lot and is calculated as follows:
Mill & Overlay - Residential Properties
o 9,078' Residential Frontage/ 10,900' Total Frontage= 83.3%
o $164,100 (Mill & Overlay Costs) x 50% x 83.3% _ $68,348 (Total R-1 Assessment)
o $68,348 / 98 lots = $697,43, rounded to $700 / single-family lot
Neighborhood Park Parcels - All neighborhood park parcels (1 park parcel) as shown on Figure
2, adjacent to a street to be improved, are proposed to be assessed. The City's Assessment
Policy states that 50% of the mill and overlay costs are assessable for local residential streets,
based on a standard 32 -foot width. The estimated cost per front -foot, based on the City's
Assessment Policy, is $7.53 / Neigh. Park F.F. and is calculated as follows:
• Total Front Feet (F.F.) = 10,900 F.F.
• Neighborhood Park street frontage = 479 F.F., 28' f -f width
Mill & Overlay — Neighborhood Park Properties
o $164,100 (Mill & Overlay Costs) / 10,900' Total Frontage = $15.06
o $15.06 x 50% (assessment rate) _ $7.53 / Neigh. Park F.F.
o Total assessment: $7.53 F.F. x 479 F.F. _ $3,607
The remaining frontage within the project area (1,343' or 12.3%) is considered non- assessable
under the City's Assessment Policy.
McKee Addition 11 — 3rd
7
Assessment Financing Options
The property owner will have the option at the time of the assessment hearing to pay the full
assessment or include the assessment in with their property tax statement. If the assessment is
included with the property tax statement, the assessment and interest will be spread over five
years for residential and neighborhood park parcels. In 2019, the interest rate was set at 4%.
The 2020 rate is not yet available however, it is expected to be comparable and based on City
policy will be determined by the City Council in the spring. The following payment schedule is
an example of a residential lot assessment of $700 with an estimated 4% interest for the
assessed amounts, and assumes 14 months interest for the first year:
$700 (R-1, 5 -year term)
F -
Principal /Year Interest /Year Cost / Year
-- --'
F15t Year $140 $33 $173
5th Year $140 F$6 1 $146
Bonds may be issued to finance the improvements.
Revenue Source
A summary of revenue sources is listed below:
The Major Street Fund will finance the estimated street related project deficit of $163,593.
The Combined Utility Fund will finance the estimated $18,200 utility improvements.
McKee Addition 11t — 3rd
8
Project
Cost
Property
Assessment
City
Contribution
Mill and Overlay (Including
Signage)
$ 164,100
$ 72,207
$ 91,893
Repair Existing Curb & Gutter
$ 71,700
-
$ 71,700
Utility Improvements
$ 18,200
-
$ 18,200
Totals
$ 254,000
$ 72,207 (28%)
$ 181,793 (72%)
The Major Street Fund will finance the estimated street related project deficit of $163,593.
The Combined Utility Fund will finance the estimated $18,200 utility improvements.
McKee Addition 11t — 3rd
8
Project Schedule
Present Feasibility Report to City Council/
Order Public Hearing.............................................................................
November 19, 2019
Informational Meeting.............................................................................December 9, 2019
Public Hearing........................................................................................December
17, 2019
Approve Plans and Specifications............................................................
February 18, 2020
BidDate........................................................................................................
March 17, 2020
AwardContract.................................................................................................April
7, 2020
Start Construction.............................................................................................
May 1, 2020
Project Completion...........................................................................................
August 2020
Final Cost Report.........................................................................................September
2020
Final Assessment Hearing......................................................................................
Fall, 2020
First Payment Due with Property Tax Statement ...........................................
May 15, 2021
McKee Addition 11t — 3rd
9
Appendix A
Preliminary Cost Estimate
City Project 1365 McKee Addition 1st -3rd
Item No.
Item
Unit
I
I
�
Unit Price
I Qty
I
i
Estimated Cost
Part I - Bituminous Street Overlay
$
131,279.93
25% Indirect Costs
2021.501
Mobilization
LS
$
8,000.00
1
$
8,000.00
2104.505
Remove Bituminous Pavement
SY
$
6.00
15
$
90.00
2232.501
Mill Bituminous Pavement (1- 1/4" depth, 6' Width)
SY
$
1.30
7145
$
9,288.50
2357.502
Bituminous Material for Tack Coat
GAL
$
3.50
950
$
3,325.00
2360.501
SP WEA340B Wearing Course Mixture (Overlay)
TON
$
62.00
1355
$
84,010.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
15
$
1,725.00
2504.602
Adjust Gate Valve Box
EA
$
250.00
5
$
1,250.00
2506.602
Adjust Frame and Ring Casting (Manhole)
EA
$
800.00
15
$
12,000.00
2563.601
Traffic Control
LS
$
4,000.00
1
$
4,000.00
SP -1
Signage Remove and Replace
LS
$
1,340.00
1
$
1,340.00
Subtotal $ 125,028.50
5% Contingency
$
6,251.43
Subtotal
$
131,279.93
25% Indirect Costs
$
32,819.98
Part I - Bituminous Street Overlay
$
164,099.91
Item No.
Item
I Unit
Unit Price
Est
Estimated Cost
Y
Part II - Repair Existing Curb & Gutter
2104.501 Remove Concrete Curb and Gutter
LF
$
10.00
805
$
8,050.00
2104.503 Remove Concrete Sidewalk (6")
SF
$
2.50
12
$
30.00
2104.505 Remove Concrete Driveway /Valley Gutter
SY
$
15.00
13
$
195.00
2105.501 Common Excavation
CY
$
45.00
10
$
450.00
2211.501 Aggregate Base, Cl. 5 (100% Crushed)
TON
$
30.00
20
$
600.00
2360.501 SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
37
$
4,255.00
2504.602 Irrigation Repair
EA
$
325.00
10
$
3,250.00
2521.501 6" Concrete Sidewalk
SF
$
16.00
12
$
192.00
2531.501 Concrete Curb and Gutter, 8618
LF
$
34.00
805
$
27,370.00
2531.507 Concrete Valley Gutter- High Early
SY
$
90.00
13
$
1,170.00
2540.602 Repair Underground Electric Fence
EA
$
100.00
8
$
800.00
2540.602 Repair Landscaping
EA
$
250.00
3
$
750.00
2572.503 Application of Water for Turf Establishment
GAL
$
0.15
16200
$
2,430.00
2573.530 Storm Drain Inlet Protection
EA
$
175.00
12
$
2,100.00
2575.550 Boulevard Topsoil Borrow- MnDOT 3877-21'
CY
$
80.00
20
$
1,600.00
2575.609 Seeding (MnDOT 270 w/Type 5 Hydromulch)
SY
$
7.50
180
$
1,350.00
Subtotal
$
54,592.00
5% Contingency
$
2,729.60
Subtotal
$
57,321.60
25% Indirect Costs
$
14,330.40
Part II - Repair Existing Curb & Gutter
$
71,652.00
McKee Addition 11t - 3rd
10
Item No.
Item
Unit
Unit Price
st
Qty
Estimated Cost
Part III - Utility
Improvements
2504.602
Repair Gate Valve Mid Section
EA
$
500.00
2
$
1,000.00
2504.602
Repair Gate Valve Top Section w/Cover
EA
$
500.00
3
$
1,500.00
2506.602
Adjust Frame & Ring Casting (CB) HDPE Rings
EA
$
700.00
12
$
8,400.00
2506.602
Remove & Replace 4' Cone Section and Casting (27" San.)
EA
$
3,000.00
1
$
3,000.00
Subtotal
$
13,900.00
5% Contingency
Subtotal
25% Indirect Costs
Part III - Utility Improvements
$ 695.00
$ 14,595.00
$ 3,648.75
$ 18,243.75
Part I - Bituminous Street Overlay $ 164,099.91
Part II - Repair Existing Curb & Gutter $ 71,652.00
Part III - Utility Improvements $ 18,243.75
Project 1365 Total Cost $ 253,995.66
McKee Addition 11t — 3rd
11
Appendix B
Preliminary Assessment Roll
City Project #1365 McKee Addition 1st -3rd
Kenneth Street
R-1 Residential
P.I.N.
Lot Equivalent
# of Lots
i
Unit
Assessment
Total
1033 Kenneth Street
10-47750-01-010
1
1
$ 700
$ 700
1037 Kenneth Street
10-47750-01-020
1
1
$ 700
$ 700
1041 Kenneth Street
10-47750-01-030
1
1
$ 700
$ 700
1045 Kenneth Street
10-47750-01-040
1
1
$ 700
$ 700
1049 Kenneth Street
! 10-47750-01-050
1
1
$ 700
$ 700
1053 Kenneth Street
10-47750-01-060
1
1
$ 700
$ 700
1057 Kenneth Street
10-47750-01-070
1
1
$ 700
$ 700
# 1061 Kenneth Street
10-47750-01-080
1
1
$ 700
$ 700
1065 Kenneth Street
10-47750-01-090
1
1
$ 700
$ 700
1069 Kenneth Street
10-47750-01-100
1
1
$ 700
$ 700
1073 Kenneth Street
10-47750-01-110
1
1
$ 700
$ 700
1077 Kenneth Street
10-47750-01-120
1
1
$ 700
$ 700
1081 Kenneth Street
10-47750-01-130
1
1
$ 700
$ 700
1030 Kenneth Street
10-47750-02-010
1
1
$ 700
$ 700
1034 Kenneth Street
10-47750-02-020
1
1
$ 700
$ 700
1038 Kenneth Street
10-47750-02-030
1
1
$ 700
$ 700
1042 Kenneth Street
10-47750-02-040
1
1
$ 700
$ 700
1046 Kenneth Street
10-47750-02-050
1
1
$ 700
$ 700
i 1050 Kenneth Street
10-47750-02-060
1
1
$ 700
$ 700
1054 Kenneth Street
10-47750-02-070
1
1
$ 700
$ 700
1058 Kenneth Street
10-47750-02-080
1
1
$ 700
$ 700
1062 Kenneth Street
10-47750-02-090
1
1
$ 700
$ 700
1066 Kenneth Street
10-47750-02-100
1
1
$ 700
$ 700
1070 Kenneth Street
10-47750-02-110
1
1
$ 700
$ 700
1074 Kenneth Street
10-47750-02-120
1
1
$ 700
$ 700
j 1078 Kenneth Street
10-47750-02-130 1
1
$ 700
$ 700
Subtotal 26
26
$ 18,200
McKee Addition 1St — 3rd
12
Lexington Ave
R-1 Residential
i P.I.N.
Lot Equivalent
# of Lots
I Unit
Assessment
Total
1 2824 Lexington Ave
10-47750-02-140
1
1
$ 700
$ 700
2850 Lexington Ave
10-47750-03-140
+ 1
1$
700
$ 700
2868 Lexington Ave
10-47751-01-140
1
1
$ 700
$ 700
2876 Lexington Ave
10-47751-02-110
1
1
$ 700
$ 700
1065 Beatrice Street
Subtotal
4
4
$ 700
$ 2,800
Beatrice St
R-1 Residential
P.I.N.
Lot Equivalent
# of Lots
Unit
Assessment
Total
1081 Beatrice Street
10-47750-02-180
1
1
$ 700
$ 700
1077 Beatrice Street
10-47750-02-190
1
1
$ 700
$ 700
1073 Beatrice Street
10-47750-02-200
1
1
$ 700
$ 700
1069 Beatrice Street
10-47750-02-210
1
1
$ 700
$ 700
1065 Beatrice Street
10-47750-02-220
1
1
$ 700
$ 700
1061 Beatrice Street
10-47750-02-230
1
1
$ 700
$ 700
1057 Beatrice Street
10-47750-02-240
1
1
$ 700
$ 700
1053 Beatrice Street
10-47750-02-250
1
1
$ 700
$ 700
1049 Beatrice Street
10-47750-02-260
1
1
$ 700
$ 700
1045 Beatrice Street
10-47750-02-270
1
1
$ 700
$ 700
1041 Beatrice Street
10-47750-02-280
1
1
$ 700
$ 700
1037 Beatrice Street
10-47750-02-290
1
1
$ 700
$ 700
1033 Beatrice Street
10-47750-02-300
1
1
$ 700
$ 700
1030 Beatrice Street
10-47750-03-010
1
1
$ 700 1
$ 700
1034 Beatrice Street
10-47750-03-020
1
1
$ 700
$ 700
1038 Beatrice Street
10-47750-03-030
1
1
$ 700
$ 700
1042 Beatrice Street
10-47750-03-040
1
1
$ 700 j
$ 700
1046 Beatrice Street
10-47750-03-050
1
1
$ 700
$ 700
1050 Beatrice Street
10-47750-03-060
1
1
$ 700 i
$ 700
1054 Beatrice Street
10-47750-03-070
1
1
$ 700
$ 700
1058 Beatrice Street
10-47750-03-080
1
1
$ 700
$ 700
1062 Beatrice Street
10-47750-03-090
1
1
$ 700
$ 700
1066 Beatrice Street
10-47750-03-100
1
1
$ 700
$ 700
1070 Beatrice Street
10-47750-03-110
1
1
$ 700
$ 700
1074 Beatrice Street
10-47750-03-120
1
1
$ 700
$ 700
1078 Beatrice Street
10-47750-03-130
1
1
$ 700
$ 700
Subtotal
26
26
$ 18,200
McKee Addition 1St — 3rd
13
McKee St
R-1 Residential
P.I.N.
Lot Equivalent
# of Lots
Unit
Assessment
Total
i 1033 McKee Street
10-47751-01-010
1
1
$ 700
$ 700
1037 McKee Street
10-47751-01-020
1
1
$ 700
$ 700
1041 McKee Street
10-47751-01-030
1
1
$ 700
$ 700
1045 McKee Street
10-47751-01-040
1
1
$ 700
$ 700
1049 McKee Street
10-47751-01-050
1
1
$ 700
$ 700
1053 McKee Street
10-47751-01-060
1
1
$ 700
$ 700
1057 McKee Street
I 10-47751-01-070
1
1
$ 700
$ 700
1061 McKee Street
10-47751-01-080
1
1
$ 700
$ 700
1065 McKee Street10-47751-01-090
10-47752-01-090 1
1
1
i $ 700
$ 700
1069 McKee Street
10-47751-01-100
1
1
$ 700
$ 700
1073 McKee Street
10-47751-01-110
1
1
$ 700
$ 700
1077 McKee Street
10-47751-01-120
1
1
$ 700
$ 700
1040 McKee Street
10-47751-02-010
1
1
$ 700
$ 700
1044 McKee Street
10-47751-02-020
1
1
$ 700
$ 700
1048 McKee Street
10-47751-02-030
1
1
$ 700
$ 700
1052 McKee Street
r
10-47751-02-040
1
1
$ 700
$ 700
1056 McKee Street
10-47751-02-050
1
1
$ 700
$ 700
1060 McKee Street
10-47751-02-060
1
1
$ 700
$ 700
1064 McKee Street
10-47751-02-070
1
1
$ 700
$ 700
1068 McKee Street
10-47751-02-080
1
1
$ 700
$ 700
1072 McKee Street
10-47751-02-090
1
1
$ 700
$ 700
1076 McKee Street
10-47751-02-100
1
1
$ 700
$ 700
Subtotal
22
22
$ 15,400
Keefe St
R-1 Residential
i P.I.N.
Lot Equivalent
# of Lots
Unit
Assessment
Total
1041 Keefe Street
10-47752-01-010
1
1
$ 700
$ 700
1045 Keefe Street
10-47752-01-020
1
1
$ 700
$ 700
1049 Keefe Street
' 10-47752-01-030
1
1
$ 700
$ 700
1053 Keefe Street
10-47752-01-040
1
1
$ 700
$ 700
1057 Keefe Street
10-47752-01-050
1
1
$ 700
$ 700
1061 Keefe Street
10-47752-01-060
1
1
$ 700
$ 700
1065 Keefe Street
10-47752-01-070
1
1
$ 700
$ 700
1069 Keefe Street
10-47752-01-080
1
1
$ 700
$ 700
1073 Keefe Street
10-47752-01-090 1
1
$ 700
$ 700
1077 Keefe Street
10-47752-01-100 1
1
$ 700
$ 700
McKee Addition 1st — 3rd
14
1040 Keefe Street
10-47752-02-010
1
1
I $ 700
$ 700
1044 Keefe Street
i 10-47752-02-020
1
1
$ 700
$ 700
1048 Keefe Street
10-47752-02-030
1
1
$ 700
$ 700
1052 Keefe Street
10-47752-02-040
1
1
$ 700
$ 700
1056 Keefe Street
10-47752-02-050
1
1
$ 700
$ 700
1060 Keefe Street
10-47752-02-060
1
1
$ 700
$ 700
1064 Keefe Street
10-47752-02-070
1
1
$ 700
$ 700
1068 Keefe Street
10-47752-02-080
1
1
$ 700
$ 700
1072 Keefe Street
10-47752-02-090
1
1 $ 700
$ 700
1076 Keefe Street
10-47752-02-100
1
1 i $ 700
$ 700
Subtotal
20
20 I
$ 1.4,000
NEIGHBORHOOD PARK
Neighborhood Park (N.P.)
P.I.N.
# Lots
Front
Footage
Rate/Front
Footage
Total
1343
12.3%
Total Frontage
10900
100.0%
Lexington Park
10-22501-00-062
1
479
$ 7.53
$ 3,607
Subtotal
1
479
$ 3,607
Total 99 $ 72,207
R-1 Frontage
9,078
83.3%
Neighborhood Park Frontage
479
4.4%
Non -Assessable Frontage
1343
12.3%
Total Frontage
10900
100.0%
McKee Addition 11t — 3rd
15
EAGAN
2020 Street Revitalization - Project 1365
McKee Addition 1st - 3rd
N
MENDOTA HEIGHTS
Lone Otk Rd. (Co
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rpt - sM�:Mmr- - —
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Pena
McKee Addition 1 st-3rd
Project 1365
DLE RD Yankee Doodle d. (Co. Rd. 28)
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Document Path: L:IUSERSIPUBWORKS1EngineeringlProjects2020 Street Improvements12020 Location—d
Date: 11/1412019
FIG 1
/oF le
-% 000 . c 2020 Street Revitalization - Project 1365
McKee Addition 1st - 3rd
PSCEEo
Project Area Legend
OAssessable Project Areaill J
Zoning
Neighborhood Park
1
R-1
Revitalization Type �q
2020, Overlay (Edge -mill). Street _
' •� _cif .O]. A' `� _�� a 'o. G1 4 O I � .'p C3 IIlkr
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L:IUSERSIPUBWORKS1EngineeringlProjects12020 Street Improvements11365113651 FIG 2 Date: 11/14/2019
FIG 2
2020 Street Revitalization - Project 1365
McKee Addition 1st - 3rd
Typical Street Sections
lSHEO
60 ' ROW
24'- 29' F -F TYPICAL
3" EXIST. BITUMINOUS
i" EXIST CL 5 AGG. BASE
EXIST. TYPICAL SECTION
WKEE ADDITION 1st - 3rd
60' ROW
24'- 29' F -F TYPICAL
6' EDGE MILL
EXIST. B618 &
CURB & GUTTER
1.5" TYPE 2360 WEAR COURSE
BITUMINOUS OVERLAY
2357 BITUMINOUS TACK COAT LREMOVE & REPLACE EX. B618
3" EXIST. BITUMINOUS
EXIST 6" CL 5 AGG. BASE CURB & GUTTER, AS DIRECTED
BY THE ENGINEER
PROPOSED TYPICAL SECTION
WKEE ADDITION 1 st - 3rd
Document Path: L:IUSERSIPUBWORKS1EngineeringlProjects12O20 Street Improvemenls11365
Date: 10/31/2019
FIG 3
7. How long will the construction last? The 2020 project will be 1 contract with
11 project areas. The contractor will have flexibility to determine how they phase each
area, but construction is anticipated to begin in the first area early May (weather
dependent). The size and scope of the improvements in this neighborhood will likely result
in approximately a 4 to 6 week construction timeframe. The City will mail more detailed
construction specific information as construction nears.
ASSESSMENTS
8.How are assessments calculated? With residential properties, the city shares the cost of all
work performed between the curbs 50/50 with the adjacent property owners. Any work in
the curbs and boulevard, and the utility improvements, is paid 100% by the city. The
property owner's portion is split evenly among all lots in the neighborhood.
UTILITIES
9.Is there any water main or sanitary sewer improvements proposed? Both the water main
and sanitary sewer pipes have been reviewed and found to be in order, and no major
improvements are proposed. However, minor repairs and adjustments will be performed to
the manholes as needed, and some deteriorated manholes will be replaced.
SIGNAGE
10.What signage improvements are being made? The signs are being replaced to meet
current reflectivity standards. As signs age and wear, the amount of reflectivity is reduced
and they need to be replaced to meet state standards.
11.Are the stop signs on Duckwood Drive at Widgeon Way being removed? No changes are
proposed to the stop signs on Duckwood Drive at Widgeon Way.
The meeting adjourned at 7:10 p.m.
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
PUBLIC HEARING
D. Project 1367, Duckwood Estates
Street Improvements
Action To Be Considered:
Close the public hearing and approve Project 1367 (Duckwood Estates - Street
Improvements) as presented and authorize the preparation of detailed plans and
specifications.
Facts:
➢ On June 4, 2019, the City Council directed staff to prepare a feasibility report
considering the rehabilitation of the Duckwood Estates neighborhood, residential
streets in central Eagan located south of Yankee Doodle Road and west of Lexington
Avenue.
➢ A structural mill and overlay of these streets are programmed for 2020 in the City of
Eagan’s 5-Year CIP (2020-2024).
➢ On November 19, 2019, the draft Feasibility Report was presented to the City
Council and a public hearing was scheduled for T uesday, December 17, 2019.
➢ An informational neighborhood meeting was held on December 9 for the adjacent
property owners to discuss the proposed improvements.
➢ Of the 91 properties to be assessed under this improvement, 4 residents
representing 2 properties attended the meeting.
➢ All notices have been published in the legal newspaper and sent to all affected
property owners informing them of this public hearing.
Attachments (2)
PHD-1 Feasibility Report
PHD-2 Neighborhood Meeting Minutes
Report for
Duckwood Estates
Neighborhood Street Revitalization
City Project No. 1367
December 17, 2019
EAGAN
Report for
Duckwood Estates
Neighborhood Street Revitalization
City Project No. 1367
December 17, 2019
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: December 17, 2019
Re: Duckwood Estates Street Revitalization
City Project No.: 1367
Attached is the feasibility report for the Duckwood Estates Street Revitalization, City Project No.
1367. The report presents and discusses the proposed improvements and includes a cost
estimate, preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
Reviewed By:
03i�"A41.
DeOrtment of Public Works
Reviewed By:
Finance rtment
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
I.— 'J
y"`, Aaron Nelson
Date: Z— 1i 1 19 Reg. No. 45795
Dates
Date: 1'x /till
EAGAN
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: December 17, 2019
Re: Duckwood Estates Street Revitalization
City Project No.: 1367
Attached is the feasibility report for the Duckwood Estates Street Revitalization, City Project No.
1367. The report presents and discusses the proposed improvements and includes a cost
estimate, preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
Reviewed By:
03i�"A41.
DeOrtment of Public Works
Reviewed By:
Finance rtment
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
I.— 'J
y"`, Aaron Nelson
Date: Z— 1i 1 19 Reg. No. 45795
Dates
Date: 1'x /till
TABLE OF CONTENTS
ExecutiveSummary.....................................................................................................1
Introduction/History..................................................................................................... 2
Scope...........................................................................................................................3
AreaTo Be Included......................................................................................................3
Street Pavement Evaluation.........................................................................................3
Proposed Improvements..............................................................................................4
Easements/Permits......................................................................................................6
Feasibility/Recommendations......................................................................................6
CostEstimate...............................................................................................................6
Assessments.................................................................................................................7
Assessment Financing Options......................................................................................7
RevenueSource............................................................................................................8
ProjectSchedule...........................................................................................................9
LIST OF APPENDICES
Appendix A
Preliminary Cost Estimate
Appendix B
Preliminary Assessment Roll
Appendix C
Figures - 1 Location Map
2 Street Improvement/Assessment Area Map
- 3 Typical Section — Mill & Overlay
Executive Summary
Background
Project Name
Duckwood Estates
Project #
1367
Street Area
14,929 Sq. Yds.
Street Length
3,719 Feet
Resurfacing
• Replacement of damaged curb & gutter
• Adjustment/Replacement of:
1978 (Kittiwake Cir.)
Total $ 411,300
Curb Removal
Constructed
1980
Scope o Utility castings
Crossroad Court
1985 (Crossroad Ct.)
Kinglet Court
o Street signage
1999 — Kittiwake Ci., Merganser Ct.,
73
Kittiwake Circle
Overlayed
Spoonbill Ci., Widgeon Way
Streets Included
Merganser Court
Total
2000 - Crossroad Ct. & Kinglet Ct.
• Retaining wall replacement
Spoonbill Circle
Widgeon Way
Crack Sealed
-
Seal Coated
2005, 2012
Absolute Location
Section 15
Relative
South of Yankee Doodle Road
Township 27, Range 23
Location
West of Lexington Avenue
Project uetans
• Roadway resurfacing (Full width mill & 1-1/2"
PCI Rating
50/100
overlay)
$ 102,250
Repair Existing Concrete Curb & Gutter $ 158,900
Recommended
Resurfacing
• Replacement of damaged curb & gutter
• Adjustment/Replacement of:
Improvement
Total $ 411,300
Curb Removal
25%
o Sanitary/Storm sewer
Scope o Utility castings
o Watergate valves
o Street signage
Residential Lots (R-1)
73
• Utility Improvements
Residential Lots (R-3)
18
• Pedestrian Ramp Repairs
Total
91
• Retaining wall replacement
Cost Estimate/ Revenue
Duckwood Estates
1
Property
City
Mill & Overlay w/ Signage $ 203,500
$ 101,250
$ 102,250
Repair Existing Concrete Curb & Gutter $ 158,900
-
$ 158,900
Utility Improvements $ 48,900
-
$ 48,900
Total $ 411,300
$ 101,250 (25%)
$ 310,050 (75%)
Duckwood Estates
1
December 17, 2019
Neighborhood Street Revitalization
Duckwood Estates
Eagan, Minnesota
Introduction/ History
Pavement Management - As a part of Eagan's Pavement Management Program (PMP), the City
evaluates streets within the community throughout their life cycle and implements appropriate
maintenance strategies. In 1989, a Pavement Management System (PMS) was developed that
allowed the City to evaluate the condition of the existing pavement surface for all the streets on
a routine basis and schedule timely maintenance. A Five -Year Capital Improvement Program
(CIP) for street rehabilitation is developed from this information.
The 3,719 feet of residential streets in the Duckwood Estates neighborhoods in central Eagan
has been identified for 2020 street revitalization improvements. Figure 1, located in Appendix
C, illustrates the project location. The streets were originally constructed from 1978 to 1985
and were overlayed in 1999 and 2000.
Based on the data and engineering strategies available at this time, the City's current PMP
incorporates local and ongoing maintenance strategies with seal coating occurring as needed
(approximately 3 years after paving) and a bituminous overlay at approximately 20+ years.
Overlaying the roads located within the project area, which are currently in the 20 to 21 -year
time frame, will prevent further decay of the pavement surface, thus protecting and extending
the structural life of the street.
Timely maintenance work, such as bituminous patching, crack sealing and seal coating have
occurred at appropriate intervals during the life of the pavement in the area. The City of
Eagan's maintenance records indicate that the streets were seal coated in 2005 and 2012.
The Public Works maintenance program typically includes extensive patching and crack sealing
during the summer prior to the overlay. The Public Works crews, as part of the Preparatory
Pavement Management Plan, removed and replaced deteriorated pavement areas and placed
leveling and maintenance overlays on portions of the streets under consideration, where
necessary. These repairs alone will not substantially extend the life expectancy of the street
section if not combined with the bituminous overlay proposed with this project.
Duckwood Estates
Infrastructure Review - The Public Works Department has also inspected the utility
infrastructure (sanitary sewer, water main, and storm sewer pipes and other structures) in the
project area and determined the underground systems are generally in good working order and
that no major repairs are necessary.
To provide a comprehensive review of the project area, the condition and coverage of other
infrastructure items maintained by the City and other public agencies within the public right-of-
way and easements such as street lights, utility boxes, and above ground storm water
ponds/access, and pedestrian features were evaluated. The rehabilitation of City -maintained
items is included in this project, if needed.
Scope
This project will provide resurfacing (full width mill and overlay) for approximately 3,719 feet of
roadway. Figure 2 in Appendix C illustrates the project limits.
Included in this project are the following improvements; replacement of damaged curb and
gutter, adjustments and/or replacement to sanitary/storm sewer utility castings, water gate
valves, utility improvements, and replacement of street signage.
Area to Be Included
Properties included in the project lie within the Section 15, lying South of Yankee Doodle Road,
West of Lexington Avenue, in Township 27, Range 23, in the City of Eagan, Dakota County,
Minnesota.
Street Pavement Evaluation
The City of Eagan's Pavement Management System allows the City to evaluate the condition of
the existing street surface to help schedule timely maintenance and improvements. The
Pavement Condition Index (PCI) ranks the surface condition for each street. The general
categories that define PCI rankings are as follows:
PCI Recommended Improvement
56-100 Routine Maintenance/Crack Seal/Seal Coat
36-55 Patch/Repair and/or Overlay
0-35 Reconstruct/ Reclaim
The 2019 PCI rankings for the street segments have a weighted average pavement condition
rating of 50, which falls in the "Patch/Repair and/or Overlay' category, as mentioned above.
The street pavement has reached an age where, based on the City's past experience, the
integrity of the pavement can rapidly decline if no improvements are performed. Therefore, the
2020 construction season is the optimal time to construct the bituminous overlay on this street.
Duckwood Estates
3
Any delay of the project may reduce the structural benefit to the street sections and require
more substantial rehabilitation.
Proposed Improvements
Pavement - The proposed street
improvements shown in Figure 3. The
existing street section for this roadway
consists of 3" bituminous pavement
supported by 6" gravel base. The
existing bituminous surface will be
milled across its entire width to
accommodate a 1% -inch bituminous
overlay. The overlay, combined with the
existing street section, will provide a
street section consistent with current
City standards for residential streets.
The combination of patching and
overlay will not eliminate cracking due
to the temperature extremes experienced in Minnesota. Bituminous overlays will show some
continued frost movements and reflective cracking consistent with the underlying pavement.
Routine maintenance will still need to continue under the City's Pavement Management
Program.
Concrete curb & gutter - Damaged curb &
gutter will be replaced if severely cracked,
spalled, or settled. It is estimated that
.PK: r1F=Wf approximately 25% of the existing concrete
'r I
_ curb and gutter will have to be replaced.
- Boulevard turf will be removed and replaced
with seed. While the contractor who performs
the work is responsible for its establishment
f' (45 days for seed), adjacent property owners
are encouraged to consistently water the new
! _ turf, where possible, to help ensure its growth.
Utility Adjustment/Replacement — Sanitary/storm sewer manholes, catch basins, and gate
valves will be adjusted, repaired, or replaced based on the condition of castings and supporting
structures. Such repairs to the storm sewer, sanitary sewer, and water main infrastructures
ensure quick and easy access by the City for maintenance and other purposes. There are a
number of manholes and catch basin structures that require replacement due to deterioration.
All utility related improvements will be financed through the Combined Utility Fund. There is
also a storm sewer sump manhole that is in the CIP for installation to improve water quality and
is being financed by the Storm Drainage E&M Fund —1125, and Water Quality Fund —1127.
Duckwood Estates
4
Sidewalk/Path & Pedestrian Ramps — Revisions to the Americans with Disabilities Act (ADA)
requires jurisdictional agencies to provide detectable warnings at all existing pedestrian ramps
of sidewalks and paths with public streets that
are improved, including street surface
improvements. The most common method of
providing this detectable warning is through the
installation of truncated domes a minimum of
two feet in length across the width of all
pedestrian ramps. This project provides for the
installation of truncated dome pedestrian ramps
along the existing trail wherever they currently
do not exist.
Signage -Traffic and street identification signage within the project limits
have reached the end of their useful life expectancy and are in need of 6,
replacement. Signs have been reviewed for compliance with the
;•�
Minnesota Manual on Uniform Traffic Control Devices (MnMUTCD). Those
that are required by the MnMUTCD will be replaced to improve safety and
night time visibility, and those that are not will be permanently removed.
Street Lights —The street lights at the Duckwood Drive intersections in the
project area (maintained by Dakota Electric Association) are in good
condition and provide adequate coverage. No modifications to the existing
street lights are proposed.
Complete Streets — "Complete Streets" is a transportation and design approach that plans,
designs, operates, and maintains streets in a means to enable safe, convenient and comfortable
travel and access for users of all ages and abilities regardless of their mode of transportation.
Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding
public transportation, or delivering goods.
Duckwood Estates
5
In 2010, the State of Minnesota adopted a Complete Streets policy, which encourages, but does
not require local governments to adopt this policy. The MN Department of Transportation has
published a Complete Streets Guidelines for Local Agencies Resource Guide (Feb. 2013).
The streets in this neighborhood were reviewed to determine if additional Complete Streets
opportunities are available and/or feasible. The streets are relatively narrow at 28 to 30 feet
wide, have low traffic volumes, limited access points, and a sidewalk is available along
Duckwood Drive to connect pedestrians to the City and regional trail system. Pedestrian curb
ramps in the project area at the intersecting sidewalks will be replaced, if necessary, to meet
current ADA design standards. Given the existing and proposed elements available for all users,
the streets in this neighborhood meet the intent of the complete streets' guidelines.
Easement/Permits
All work will be in the public right-of-way. No additional easements are anticipated. It is
anticipated that no permits will be required for the resurfacing project.
Feasibility and Recommendations
The mill and overlay project is necessary to maintain and enhance the structural integrity of the
pavement section, create a safer driving surface, and increase rideability.
It is cost effective in that the proposed improvement (resurfacing) is considerably less
expensive than complete reconstruction of this street. The mill and overlay is feasible in that
this type of improvement has been used successfully to extend the life expectancy of numerous
other streets throughout the City and the region.
This project is in accordance with the Five -Year Capital Improvement Plan (2020 — 2024) for the
City of Eagan and the schedule as outlined in the Pavement Management Program. It is
recommended that the project be constructed as proposed in this report in combination with
other similar projects in the area.
Cost Estimate
Detailed cost estimates are located in Appendix A. The estimates are based on anticipated
2019 construction costs and include a 5% contingency and indirect cost of 25%, which include
legal, administration, engineering, and bond interest. A summary of the costs is as follows:
Duckwood Estates
• Mill & Overlay
Repair Existing Concrete Curb & Gutter .........................
Utility Improvements......................................................
Total....................................................................
Duckwood Estates
6
$ 203,500
$ 158,900
48,900
$ 411,300
Assessments
Assessments are proposed to be levied against the benefited properties for the total
improvement with costs allocated in accordance with the City of Eagan's Special Assessment
Policy for a mill and overlay improvement for residential streets. All assessments will be revised
based on final costs. A preliminary assessment roll is included in Appendix B.
City Special Assessment Policy
Assessment Ratio
Property City
Mill & Overlay - Low -Density Residential (R-1,2,3) 50% 50%
Repair Existing Concrete Curb & Gutter - 100%
Utility Improvements - 100%
Residential Lots — All residential lots (73 R-1 single family homes, and 18 R-3 town home units)
as shown on Figure 2, having driveway access on to the street to be improved are proposed to
be assessed. The City's Assessment Policy states that 50% of the mill and overlay costs are
assessable for local residential streets, based on a standard 32 -foot width. Following past
practice, high density residential properties (R-3) are assessed at a rate of 75% of single-family
properties, so each unit is equivalent to 0.75 residential units. The estimated cost per
residential unit, based on the City's Assessment Policy, is $1,170/ERU and is calculated as
follows:
Mill & Overlay: R-1 & R-3 Residential
• 1 R-1 lot = 1 Equivalent Residential Unit (ERU)
• 1 R-3 unit = 0.75 ERU
TOTAL NUMBER OF ERU'S = (73 x 1.0 ERU) R-1 + (18 x 0.75 ERU) R-3 = 86.5 ERU's
0 7,375' R1/R3 Frontage/ 7,438' Total Frontage= 99.2%
o $203,500 (Mill & Overlay Costs) x 50% x 99.2% = $100,936 (Total R1/R3
Assessment)
o $100,936/86.5 ERU's = $1,166.89, rounded to $1,170/ ERU
El R-1= $1,170 x 1.00 = $1,170/ lot ........................... (73 lots)
R-3 = $1,170 x 0.75 = $877.50, rounded to $880/ unit (18 units)
The remaining frontage within the project area (63' or 0.8%) is considered non- assessable
under the City's Assessment Policy.
Assessment Financing Options
The property owner will have the option at the time of the assessment hearing to pay the full
assessment or include the assessment in with their property tax statement. If the assessment is
included with the property tax statement, the assessment and interest will be spread over five
years for residential owners. In 2019, the interest rate was set at 4%. The 2020 rate is not yet
Duckwood Estates
7
available however, it is expected to be comparable and based on City policy will be determined
by the City Council in the spring. The following payment schedule is an example of a R-1 and R-
3 residential lot assessment with an estimated 4% interest for the assessed amounts, and
assumes 14 months interest for the first year:
$1,170 R-1 Single Family Assessment
Principal / Year Interest / Year Cost / Year
111 Year I $234 I $55 I $289
5th Year $234 $ 9 $243
$880 R-3 Town Home Assessment
Principal / Year I Interest / Year Cost / Year
1St Year 1 $176 $41 $217
5th Year $176 $ 7 $183
Bonds may be issued to finance the improvements.
Revenue Source
A summary of revenue sources is listed helnw-
The Major Street Fund will finance the estimated street related project deficit of $261,150.
Utility improvements will be financed through the Combined Utility Fund ($28,900), Storm
Drainage E&M Fund —1125 ($10,000), and Water Quality Fund —1127 ($10,000).
Duckwood Estates
8
Project
Cost
Property
Assessment
City
Contribution
Mill and Overlay (Including
Signage)
$ 203,500
$ 101,250
$ 102,250
Repair Existing Curb & Gutter
$ 158,900
-
$ 158,900
Utility Improvements
$ 48,900
-
$ 48,900
Totals
$ 411,300
$ 101,250 (25%)
$ 310,050 (75%)
The Major Street Fund will finance the estimated street related project deficit of $261,150.
Utility improvements will be financed through the Combined Utility Fund ($28,900), Storm
Drainage E&M Fund —1125 ($10,000), and Water Quality Fund —1127 ($10,000).
Duckwood Estates
8
Proiect Schedule
Order Public Hearing ..........................................
Informational Meeting .......................................
PublicHearing ....................................................
Approve Plans and Specifications ......................
BidDate..............................................................
Award Contract ..................................................
Start Construction ..............................................
Project Completion ............................................
Final Cost Report ................................................
Final Assessment Hearing ...................................
First Payment Due with Property Tax Statemerr
............................ November 19, 2019
............................... December 9, 2019
............................. December 17, 2019
............................... February 18, 2020
................................... March 17, 2020
........................................April 7, 2020
........................................ May 1, 2020
....................................... August 2020
.................................September 2020
............................................ Fall, 2020
..................................... May 15, 2021
Duckwood Estates
9
Appendix A
Preliminary Cost Estimate
City Project 1367 Duckwood Estates
Item No. I Item Unit Unit Price Qty Estimated Cost
Part I - Bituminous Street Overlay
$
7,750.85
2021.501
Mobilization
LS
$
8,000.00
1
$
8,000.00
2104.505
Remove Bituminous Pavement
SY
$
6.00
50
$
300.00
2232.501
Mill Bituminous Pavement - Full Width (1-1/4" Depth)
SY
$
2.00
15101
$
30,202.00
2357.502
Bituminous Material for Tack Coat
GAL
$
3.50
980
$
3,430.00
2360.501
SP WEA340B Wearing Course Mixture (Overlay)
TON
$
62.00
1405
$
87,110.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
25
$
2,875.00
2504.602
Adjust Gate Valve Box
EA
$
250.00
4
$
1,000.00
2506.602
Adjust Frame and Ring Casting (Manhole)
EA
$
800.00
21
$
16,800.00
2506.602
Adjust Manhole Casting - Riser Adjustment
EA
$
250.00
1
$
250.00
2563.601
Traffic Control
LS
$
4,000.00
1
$
4,000.00
SP -1
Signage Remove and Replace
LS
$
1,050.00
1
$
1,050.00
Subtotal $ 155,017.00
5% Contingency
$
7,750.85
Subtotal
$
162,767.85
25% Indirect
Costs
$
40,691.96
Part I - Bituminous Street Overlay
$
203,459.81
Item No.
Item
Unit
Unit Price
Est
Estimated Cost
Qty
Part I I -Repair Existing Curb & Gutter
2101.524
Clearing
EA
$
500.00
1
$
500.00
2101.524
Grubbing
EA
$
500.00
1
$
500.00
2104.501
Remove Concrete Curb and Gutter
LF
$
10.00
1958
$
19,580.00
2104.503
Remove Concrete Sidewalk (4")
SF
$
2.50
435
$
1,087.50
2104.518
Remove Retaining Wall
SF
$
10.00
72
$
720.00
2105.501
Common Excavation
CY
$
45.00
10
$
450.00
2211.501
Aggregate Base, Cl. 5 (100% Crushed)
TON
$
30.00
20
$
600.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
87
$
10,005.00
2411.618
Modular Block Retaining Wall
SF
$
75.00
72
$
5,400.00
2504.602
Irrigation Repair
EA
$
325.00
5
$
1,625.00
2521.501
6" Concrete Ped Ramp w/ Wet Cast for Truncated Dome Inset
SF
$
16.00
160
$
2,560.00
2521.501
4" Concrete Sidewalk
SF
$
10.00
275
$
2,750.00
2531.501
Concrete Curb and Gutter, B618
LF
$
34.00
15
$
510.00
2531.501
Concrete Curb and Gutter, D412
LF
$
30.00
1943
$
58,290.00
2531.618
Truncated Dome Detectable Warning Paver (2x2)
EA
$
80.00
8
$
640.00
2540.602
Repair Underground Electric Fence
EA
$
100.00
5
$
500.00
2540.602
Repair Landscaping
EA
$
250.00
3
$
750.00
2572.503
Application of Water for Turf Establishment
GAL
$
0.15
3870C
$
5,805.00
2573.530
Storm Drain Inlet Protection
EA
$
175.00
9
$
1,575.00
2575.550
Boulevard Topsoil Borrow - MnDOT 3877-21'
CY
$
80.00
50
$
4,000.00
2575.609
Seeding (MnDOT 270 w/Type 5 Fiydromulch)
SY
$
7.50
430
$
3,225.00
Subtotal
$
121,072.50
5% Contingency
Duckwood Estates
10
$ 6,053.63
S u btota 1
25% Indirect Costs
Part II - Repair Existing Curb & Gutter
$ 127,126.13
$ 31,781.53
$ 158,907.66
f
Item No.
Item
Unit
Unit Price Estimated Cost
4tYI
5% Contingency
$
1,862.50
I
Part III - Utility Improvements
$
37,250.00
5% Contingency
$
1,862.50
2504.602
Repair Gate Valve Mid Section
EA
$
500.00
2
$
1,000.00
2504.602
Repair Gate Valve Top Section w/Cover
EA
$
500.00
4
$
2,000.00
2506.602
Remove & Replace Frame & Ring Casting (27")
EA
$
1,250.00
1
$
1,250.00
2506.602
Remove & Replace Casting 3067V (Catch Basin)
EA
$
1,000.00
4
$
4,000.00
2506.602
Remove & Replace Casting 3501TB (Catch Basin)
EA
$
1,000.00
2
$
2,000.00
2506.602
Remove & Replace CBMH Structure w/Cstg (4' Dia.)
EA
$
5,500.00
3
$
16,500.00
2507.602
Remove & Replace CBMH Structure w/Cstg (4' Dia. w/ 4' sump)
EA
$
10,000.00
1
$
10,000.00
2506.602
Repair/ Grout CB or MH Invert/ Doghouses
EA
$
500.00
1
$
500.00
Subtotal
$
37,250.00
5% Contingency
$
1,862.50
Subtotal
$
39,112.50
25% Indirect Costs
$
9,778.13
Part III - Utility Improvements
$
48,890.63
Part I - Bituminous Street Overlay
$
203,459.81
Part II - Repair Existing Curb & Gutter
$
158,907.66
Part III - Utility Improvements
$
48,890.63
Project 1367 Total Cost
$
411,258.09
Duckwood Estates
11
Appendix B
Preliminary Assessment Roll
City Project #1367 Duckwood Estates
Widgeon Way j
R-1 Residential I P.I.N.
Crossroad Ct
# of Lots
Unit Assessment Total i
3509 Widgeon Way ' 10-21900-01-190
1
R-3 Residential
I P.I.N.
Lot Equivalent
# of Lots
I
Unit Assessment
Total
3605 Crossroad Ct
10-18700-01-020
0.75
1
$
880
$
880
3607 Crossroad Ct
10-18700-01-030
0.75
1
$
880
$
880
3609 Crossroad Ct
10-18700-01-190
0.75
1
$
880
$
880
3611 Crossroad Ct
10-18700-01-180
0.75
1
$
880
$
880
3613 Crossroad Ct
10-18700-01-200
0.75
1
$
880
$
880
3615 Crossroad Ct
10-18700-01-170
0.75
1
$
880
$
880
3617 Crossroad Ct
10-18700-01-210
0.75
1
$
880
$
880
3619 Crossroad Ct
10-18700-01-220
0.75
1
$
880
$
880
3604 Crossroad Ct
10-18700-01-290
0.75
1
$
880
$
880
3606 Crossroad Ct
10-18700-01-300
0.75
1
$
880
$
880
3608 Crossroad Ct
10-18700-01-280
0.75
1
$
880
$
880
3610 Crossroad Ct
10-18700-01-270
0.75
1
$
880
$
880
3612 Crossroad Ct
10-18700-01-250
0.75
1
$
880
$
880
3614 Crossroad Ct
10-18700-01-260
0.75
1
$
880
$
880
3616 Crossroad Ct
10-18700-01-240
0.75
1
$
880
$
880
3618 Crossroad Ct
10-18700-01-230
0.75
1
$
880
$
880
1252 Duckwood Dr
10-18700-01-310
0.75
1
$
880
$
880
1256 Duckwood Dr
10-18700-01-320
0.75
1
$
880
$
880
Subtotal
13.5
18
$
15,840
Widgeon Way j
R-1 Residential I P.I.N.
Merganser Ct
# of Lots
Unit Assessment Total i
3509 Widgeon Way ' 10-21900-01-190
1
1
R-1 Residential
P.I.N.
Lot Equivalent # of Lots
I
Unit Assessment
Total
1237 Merganser Ct
10-21900-01-020
1
1
$
1,170
$
1,170
1239 Merganser Ct
10-21900-01-030
1
1
$
1,170
$
1,170
1245 Merganser Ct I
10-21900-01-080
1
1
$
1,170
$
1,170
1247 Merganser Ct
10-21900-01-070
1
1
$
1,170$
1,170
1249 Merganser Ct
10-21900-01-060
1
Z
$
1,170
$
1,170
Subtotal
5
5
$
5,850
Widgeon Way j
R-1 Residential I P.I.N.
1 Lot Equivalent
# of Lots
Unit Assessment Total i
3509 Widgeon Way ' 10-21900-01-190
1
1
$ 1,170 $ 11170
3513 Widgeon Way 10-21900-01-180
1
1
$ 1,170 $ 1,170
Duckwood Estates
13
3515 Widgeon Way
10-21900-02-020
1
I 1
$
1,170
$
1,170
3517 Widgeon Way
10-21900-01-170
1
1
$
1,170
$
1,170
3521 Widgeon Way
10-21900-01-160
1
1
$
1,170
$
1,170
3525 Widgeon Way
10-21900-02-030
1
1
$
1,170
$
1,170
3529 Widgeon Way
10-21900-01-150
1
1
$
1,170
$
1,170
3535 Widgeon Way
10-21900-01-140
1
1
$
1,170
$
1,170
3537 Widgeon Way
10-21900-02-040
1
1
$
1,170
$
11170
3543 Widgeon Way
10-21900-01-130
1
1
$
1,170
$
1,170
3545 Widgeon Way
10-21900-02-050
1
1
$
1,170
$
1,170
3549 Widgeon Way
10-21900-02-060
1
1
$
1,170
$
1,170
3551 Widgeon Way
10-21900-01-120
1
1
$
1,170
$
1,170
3553 Widgeon Way
10-21900-02-070
1
1
$
1,170
$
1,170
3555 Widgeon Way
10-21900-01-110
1
1
$
1,170
$
1,170
3557 Widgeon Way
10-21900-01-100
1
1
$
1,170
$
1,170
3559 Widgeon Way
10-21900-01-090
1
1
$
1,170
$
1,170
3561 Widgeon Way
10-21900-02-080
1
1
$
1,170
$
1,170
3563 Widgeon Way
10-21900-01-050
1
1
$
1,170
$
1,170
3569 Widgeon Way
10-21900-02-090
1
1
$
1,170
$
1,170
3571 Widgeon Way
10-21900-01-040
1
1
$
1,170
$
1,170
3595 Widgeon Way
10-21900-01-010
1
1
$
1,170
$
1,170
3510 Widgeon Way
10-21900-01-200
1
1
$
1,170
$
1,170
3514 Widgeon Way
10-21900-01-210
1
1
$
1,170
$
1,170
3518 Widgeon Way
10-21900-01-220
1
1
$
1,170
$
1,170
3520 Widgeon Way
10-21900-02-010
1
1
$
1,170
$
1,170
3522 Widgeon Way
10-21900-01-230
1
1
$
1,170
$
1,170
3528 Widgeon Way
10-21900-01-240
1
1
$
1,170
$
1,170
3530 Widgeon Way
10-21900-02-141
1
1
$
1,170
$
1,170
3532 Widgeon Way
10-21900-01-250
1
1
$
1,170
$
1,170
3536 Widgeon Way
10-21900-02-131
1
1
$
1,170
$
1,170
3538 Widgeon Way
10-21900-01-260
1
1
$
1,170
$
1,170
3542 Widgeon Way
10-21900-01-270
1
1
$
1,170
$
1,170
3544 Widgeon Way
10-21900-02-120
1
1
$
1,170
$
1,170
3546 Widgeon Way
10-21900-01-280
1
1
$
1,170
$
1,170
3550 Widgeon Way
10-21900-01-290
1
1
$
1,170
$
1,170
3552 Widgeon Way
10-21900-02-110
1
1
$
1,170
$
1,170
3554 Widgeon Way
10-21900-01-300
1
1
$
1,170
$
1,170
3558 Widgeon Way
10-21900-02-100
1
1
$
1,170
$
1,170
3560 Widgeon Way
10-21900-01-310
1
1
$
1,170
$
1,170
3566 Widgeon Way
10-21900-01-320
1
1
1
$
1,170
$
1,170
3572 Widgeon Way
10-21900-01-330
1
1
$
1,170
$
1,170
3580 Widgeon Way
10-21900-01-340 1
1
1
$
1,170
$
1,170
Duckwood Estates
14
3588 Widgeon Way 10-21900-01-350
1
1 1 $
1,170 I $
1,170
3596 Widgeon Way 10-21900-01-360
1
1 1 $
1,170 $
1,170
Subtotal
45
1 45
$
52,650
Duckwood Estates
15
Spoonbill Cir
R-1 Residential
R-1 Residential
P.I.N.
Lot Equivalent # of Lots
Unit Assessment
Total
1195 Spoonbill Cir
10-21900-01-460
1
1
$
1,170
$
1,170
1197 Spoonbill Or
10-21900-01-450
1
1
$
1,170
$
1,170
1199 Spoonbill Cir
10-21900-01-440
1
1
$
1,170
$
1,170
1201 Spoonbill Cir
10-21900-01-430
1
1
$
1,170
$
1,170
1203 Spoonbill Or
10-21900-01-420
1
1
$
1,170
$
1,170
1205 Spoonbill Cir
10-21900-01-410
1
1
$
1,170
$
1,170
1207 Spoonbill Or
10-21900-01-400
1
1
$
1,170
$
1,170
1209 Spoonbill Cir
10-21900-01-390
1
1
$
1,170
$
1,170
1211 Spoonbill Cir
10-21900-01-380
1
1
$
1,170
$
1,170
1213 Spoonbill Cir
10-21900-01-370
1
1
$
1,170
$
1,170
Subtotal
10
10
$
11,700
Duckwood Estates
15
Kinglet Ct
R-1 Residential
R-1 Residential
P.I.N.
Lot Equivalent # of Lots
Unit Assessment
Total
1180 Kinglet Ct
10-65900-02-010
i
1
1
$
1,170
$
1,170
1184 Kinglet Ct
10-65900-02-020
1
1
$
1,170
$
1,170
1186 Kinglet Ct
10-65900-02-030
1
1
$
1,170
$
1,170
1188 Kinglet Ct
10-65900-02-040
1
1
$
1,170
$
1,170
1190 Kinglet Ct
10-65900-02-050
1
1
$
1,170
$
1,170
1194 Kinglet Ct
10-65900-02-060
1
1
$
1,170
$
1,170
1191 Kitiwake Cir
Subtotal
6
6
$
1,170
$
7,020
Duckwood Estates
15
Kitiwake Cir
R-1 Residential
P.I.N.
Lot Equivalent
# of Lots
Unit Assessment
Total
1179 Kitiwake Cir
10-21900-01-530
1
1
$
1,170
$
1,170
1181 Kitiwake Cir
10-21900-01-520
1
1
$
1,170
$
1,170
1183 Kitiwake Cir
10-21900-01-510
1
1
$
1,170
$
1,170
1185 Kitiwake Cir
10-21900-01-500
1
1
$
1,170
$
1,170
1187 Kitiwake Or
10-21900-01-490
1
1
$
1,170
$
1,170
1189 Kitiwake Cir
10-21900-01-480
1
1
$
1,170
$
1,170
1191 Kitiwake Cir
10-21900-01-470
1
1
$
1,170
$
1,170
Subtotal
7
7
$
8,190
Duckwood Estates
15
Total 86.5 91 0 $ 101,250
R-1 & R-3 Frontage 7,375
99.2%
Non -Assessable
Frontage 63
0.8%
Total Frontage 7438
100.0%
Duckwood Estates
16
2020 Street Revitalization - Project 1367
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FIG 1
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nI
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r
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FIG 2
of Eq 2020 Street Revitalization - Project 1 367
o
Duckwood Estates
Typical Street Sections
60 ' ROW
32' B -B TYPICAL
►a
4.5" EXIST. BITUMINOUS
5" EXIST CL 5 AGG. BASE
EXIST. TYPICAL SECTION
DUCKWOOD ESTATES
32' B -B TYPICAL
FULL WIDTH MILL
EXIST. B618 & D412
CURB & GUTTER
1.5" TYPE 2360 WEAR COURSE
BITUMINOUS OVERLAY I `
2357 BITUMINOUS TACK COAT /
4.5" EXIST. BITUMINOUS L REMOVE & REPLACE EX. B618 &
EXIST 6" CL 5 AGG. BASE D412 CURB & GUTTER,
AS DIRECTED BY THE ENGINEER
PROPOSED TYPICAL SECTION
DUCKWOOD ESTATES
Document Path: L:IUSERSIPUBWORKS1EngineednglProjects12020 Street Improvements11367 Date: 10/31/2019
FIG 3
7. How long will the construction last? The 2020 project will be 1 contract with
11 project areas. The contractor will have flexibility to determine how they phase each area,
but construction is anticipated to begin in the first area early May (weather dependent). The
size and scope of the improvements in this neighborhood will likely result in approximately
a 4 to 6 week construction timeframe. The City will mail more detailed construction specific
information as construction nears.
ASSESSMENTS
8.How are assessments calculated? With residential properties, the city shares the cost of all
work performed between the curbs 50/50 with the adjacent property owners. Any work in
the curbs and boulevard, and the utility improvements, is paid 100% by the city. The
property owner's portion is split evenly among all lots in the neighborhood.
UTILITIES
9.Is there any water main or sanitary sewer improvements proposed? Both the water main
and sanitary sewer pipes have been reviewed and found to be in order, and no major
improvements are proposed. However, minor repairs and adjustments will be performed to
the manholes as needed, and some deteriorated manholes will be replaced.
SIGNAGE
10.What signage improvements are being made? The signs are being replaced to meet
current reflectivity standards. As signs age and wear, the amount of reflectivity is reduced
and they need to be replaced to meet state standards.
11. Are the stop signs on Duckwood Drive at Widgeon Way being removed? No changes are
proposed to the stop signs on Duckwood Drive at Widgeon Way.
The meeting adjourned at 7:10 p.m.
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
PUBLIC HEARING
E. Project 1368, Duckwood Trail
Street Improvements
Action To Be Considered:
Close the public hearing and approve Project 1368 (Duckwood Trail - Street
Improvements) as presented and authorize the preparation of detailed plans and
specifications.
Facts:
➢ On June 4, 2019, the City Council directed staff to prepare a feasibility report
considering the rehabilitation of Duckwood Trail, a residential street in central
Eagan located north of Duckwood Drive and west of Lexington Avenue.
➢ A structural mill and overlay of this street is programmed for 2020 in the City of
Eagan’s 5-Year CIP (2020-2024).
➢ On November 19, 2019, the draft Feasibility Report was presented to the City
Council and a public hearing was scheduled for T uesday, December 17, 2019.
➢ An informational neighborhood meeting was held on December 9 for the adjacent
property owners to discuss the proposed improvements.
➢ Of the 4 properties to be assessed under this improvement, no one attended the
meeting.
➢ All notices have been published in the legal newspa per and sent to all affected
property owners informing them of this public hearing.
Attachments (1)
PHE-1 Feasibility Report
Report for
Duckwood Trail
Neighborhood Street Revitalization
City Project No. 1368
December 17, 2019
EAGAN
Report for
Duckwood Trail
Neighborhood Street Revitalization
City Project No. 1368
December 17, 2019
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: December 17, 2019
Re: Duckwood Trail Street Revitalization
City Project No.: 1368
Attached is the feasibility report for the Duckwood Trail Street Revitalization, City Project No.
1368. The report presents and discusses the proposed improvements and includes a cost
estimate, preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
Reviewed By:
D4partment of Public Works
Reviewed By:
Finance D rtment
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
YV' — Aaron Nelson
Date: k Reg. No. 45795
Date:
Date: i /it Ili
\ \ I IEAGAN
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: December 17, 2019
Re: Duckwood Trail Street Revitalization
City Project No.: 1368
Attached is the feasibility report for the Duckwood Trail Street Revitalization, City Project No.
1368. The report presents and discusses the proposed improvements and includes a cost
estimate, preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
Reviewed By:
D4partment of Public Works
Reviewed By:
Finance D rtment
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
YV' — Aaron Nelson
Date: k Reg. No. 45795
Date:
Date: i /it Ili
TABLE OF CONTENTS
ExecutiveSummary..................................................................................................... 1
Introduction/History.....................................................................................................2
Scope...........................................................................................................................3
AreaTo Be Included.....................................................................................................3
StreetPavement Evaluation.........................................................................................3
ProposedImprovements..............................................................................................4
Easements/Permits......................................................................................................6
Feasibility/Recommendations......................................................................................6
CostEstimate...............................................................................................................6
Assessments................................................................................................................6
AssessmentFinancing Options.....................................................................................7
RevenueSource...........................................................................................................8
ProjectSchedule..........................................................................................................9
LIST OF APPENDICES
Appendix A
Preliminary Cost Estimate
Appendix B
Preliminary Assessment Roll
Appendix C
Figures - 1 Location Map
- 2 Street Improvement/Assessment Area Map
- 3 Typical Section — Mill & Overlay
Executive Summary
Background
Project Name
Duckwood Trail
Project #
1368
Street Area
5,310 Sq. Yds.
Street Length
1,537.5 Feet
Streets Included
Duckwood Trail
Constructed
1982
Reconstructed
1999
Crack Sealed
-
Seal Coated
2005, 2012
Absolute Location
NE % of Section 15
Township 27, Range 23
Relative Location
North of Duckwood Drive
West of Lexington Avenue
Project Details
• Roadway resurfacing (edge mill & 1- PCI Rating 61/100
1/2" overlay) Recommended
Overlay• Replacement of damaged curb & utter Improvement
• Adjustment/Replacement of: Curb Removal 28%
Scope o Sanitary/Storm sewer
o Utility castings
o Watergate valves
o Street signage Residential R-4 Parcels 3
Neighborhood Park 1
• Utility Improvements
• Pedestrian Ramp Repairs
Cost Estimate/ Revenue
Property City
Mill & Overlay w/ Signage $ 62,200 $ 40,499 $ 21,701
i
Repair Existing Concrete Curb & Gutter $ 75,900 - $ 75,900
Utility Improvements $ 9,500 - $ 9,500
Total $ 147,600 $ 40,499 (27%) $ 107,101 (73%)
Duckwood Trail
1
December 17, 2019
Neighborhood Street Revitalization
Duckwood Trail
Eagan, Minnesota
Introduction/ History
Pavement Management - As a part of Eagan's Pavement Management Program (PMP), the City
evaluates streets within the community throughout their life cycle and implements appropriate
maintenance strategies. In 1989, a Pavement Management System (PMS) was developed that
allowed the City to evaluate the condition of the existing pavement surface for all the streets on
a routine basis and schedule timely maintenance. A Five -Year Capital Improvement Program
(CIP) for street rehabilitation is developed from this information.
The 1,537 feet of local street (Duckwood Trail) in central Eagan has been identified for 2020
street revitalization improvements. Figure 1, located in Appendix C, illustrates the project
location. The street was originally constructed in 1982, and was reconstructed in 1999.
Based on the data and engineering strategies available at this time, the City's current PMP
incorporates local and ongoing maintenance strategies with seal coating occurring as needed
(approximately 3 years after paving) and a bituminous overlay at approximately 20+ years.
Overlaying the road located within the project area, which is currently in the 21 -year time
frame, will prevent further decay of the pavement surface, thus protecting and extending the
structural life of the street.
Timely maintenance work, such as bituminous patching, crack sealing and seal coating have
occurred at appropriate intervals during the life of the pavement in the area. The City of
Eagan's maintenance records indicate that the street was seal coated in 2005 and 2012.
The Public Works maintenance program typically includes extensive patching and crack sealing
during the summer prior to the overlay. The Public Works crews, as part of the Preparatory
Pavement Management Plan, removed and replaced deteriorated pavement areas and placed
leveling and maintenance overlays on portions of the streets under consideration, where
necessary. These repairs alone will not substantially extend the life expectancy of the street
section if not combined with the bituminous overlay proposed with this project.
Infrastructure Review - The Public Works Department has also inspected the utility
infrastructure (sanitary sewer, water main, and storm sewer pipes and other structures) in the
project area and determined the underground systems are generally in good working order and
that no major repairs are necessary.
Duckwood Trail
To provide a comprehensive review of the project area, the condition and coverage of other
infrastructure items maintained by the City and other public agencies within the public right-of-
way and easements such as street lights, utility boxes, and above ground storm water
ponds/access, and pedestrian features were evaluated. The rehabilitation of City -maintained
items is included in this project, if needed.
Scope
This project will provide resurfacing (edge mill and overlay) for approximately 1,537 feet of
roadway. Figure 2 in Appendix C illustrates the project limits.
Included in this project are the following improvements; replacement of damaged curb and
gutter, adjustments and/or replacement to sanitary/storm sewer utility castings, water gate
valves, utility improvements, and replacement of street signage.
Area to Be Included
Properties included in the project lie within the NE % of Section 15, lying North of Duckwood
Drive, West of Lexington Avenue, in Township 27, Range 23, in the City of Eagan, Dakota
County, Minnesota.
Street Pavement Evaluation
The City of Eagan's Pavement Management System allows the City to evaluate the condition of
the existing street surface to help schedule timely maintenance and improvements. The
Pavement Condition Index (PCI) ranks the surface condition for each street. The general
categories that define PCI rankings are as follows:
PCI
Recommended Improvement
56-100
Routine Maintenance/Crack Seal/Seal Coat
36-55
Patch/Repair and/or Overlay
0-35
Reconstruct/ Reclaim
The 2019 PCI rankings for the street segments have a weighted average pavement condition
rating of 61, which falls in the low end of the "Routine Maintenance" category, as mentioned
above. The street pavement has reached an age where, based on the City's past experience, the
integrity of the pavement can rapidly decline if no improvements are performed. Therefore, the
2020 construction season is the optimal time to construct the bituminous overlay on this street.
Any delay of the project may reduce the structural benefit to the street sections and require
more substantial rehabilitation.
Duckwood Trail
Proposed Improvements
Pavement - The proposed street
improvements shown in Figure 3. The
existing street section for this roadway
consists of 3" bituminous pavement
supported by 6" gravel base. The
existing bituminous surface will be
milled adjacent to the existing curb and
gutter (6'-8' wide) to accommodate a
1% -inch bituminous overlay. The
overlay, combined with the existing
street section, will provide a street
section consistent with current City
standards for local streets. The
combination of patching and overlay
will not eliminate cracking due to the temperature extremes experienced in Minnesota.
Bituminous overlays will show some continued frost movements and reflective cracking
consistent with the underlying pavement. Routine maintenance will still need to continue under
the City's Pavement Management Program.
r�K
Concrete curb & gutter - Damaged curb &
gutter will be replaced if severely cracked,
spalled, or settled. It is estimated that
approximately 28% of the existing concrete
curb and gutter will have to be replaced.
Boulevard turf will be removed and replaced
with seed. While the contractor who performs
the work is responsible for its establishment
(45 days for seed), adjacent property owners
are encouraged to consistently water the new
turf, where possible, to help ensure its growth.
Utility Adjustment/Replacement — Sanitary/storm sewer manholes, catch basins, and gate
valves will be adjusted, repaired, or replaced based on the condition of castings and supporting
structures. Such repairs to the storm sewer, sanitary sewer, and water main infrastructures
ensure quick and easy access by the City for maintenance and other purposes. There are a
number of catch basin structures that require adjustments and new castings due to
deterioration. These improvements will be financed through the Combined Utility Fund.
Duckwood Trail
4
r
r
1
Sidewalk/Path & Pedestrian Ramps — Revisions to the Americans with Disabilities Act (ADA)
requires jurisdictional agencies to provide detectable warnings at all existing pedestrian ramps
of sidewalks and paths with public streets that are improved, including street surface
improvements. The most common method of providing this detectable warning is through the
installation of truncated domes a minimum of two feet in length across the width of all
pedestrian ramps. This project provides for the installation of truncated dome pedestrian
ramps along the existing trail wherever they currently do not exist, or if they are in need of
repair.
Signage - Traffic and street identification signage within the project limits
have reached the end of their useful life expectancy and are in need of
+riE
replacement. Signs have been reviewed for compliance with the Minnesota
Manual on Uniform Traffic Control Devices (MnMUTCD). Those that are
required by the MnMUTCD will be replaced to improve safety and nighttime
visibility, and those that are not will be permanently removed.+''
Street Lights—The only public street lights in the project area (maintained
by Dakota Electric Association) are located at the intersections with Duckwood Drive and
Lexington Avenue, and are in good condition and provide adequate coverage.
No modifications
to the existing street lights are proposed.
Complete Streets — "Complete Streets" is a transportation and design approach that plans,
designs, operates, and maintains streets in a means to enable safe, convenient and comfortable
travel and access for users of all ages and abilities regardless of their mode of transportation.
Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding
public transportation, or delivering goods.
In 2010, the State of Minnesota adopted a Complete Streets policy, which encourages, but does
not require local governments to adopt this policy. The MN Department of Transportation has
published a Complete Streets Guidelines for Local Agencies Resource Guide (Feb. 2013).
Duckwood Trail
5
The street in this area was reviewed to determine if additional Complete Streets opportunities
are available and/or feasible. The street is relatively narrow at 30 feet wide, has limited access
points, and a sidewalk is available on Duckwood Dr. and a trail on Lexington Ave. (both adjacent
to this neighborhood) to connect pedestrians to the City and regional trail system.
Pedestrian curb ramps in the project area at the intersecting sidewalks will be replaced, if
necessary to meet current ADA design standards. Given the existing and proposed elements
available for all users, the streets in this neighborhood meet the intent of the complete streets
guidelines.
Easement/Permits
All work will be in the public right-of-way. No additional easements are anticipated. It is
anticipated that the only permit required for the resurfacing project is from Dakota County to
work within the Lexington Ave right-of-way.
Feasibility and Recommendations
The mill and overlay project is necessary to maintain and enhance the structural integrity of the
pavement section, create a safer driving surface, and increase rideability.
It is cost effective in that the proposed improvement (overlay) is considerably less expensive
than complete reconstruction of this street. The mill and overlay is feasible in that this type of
improvement has been used successfully to extend the life expectancy of numerous other
streets throughout the City and the region.
This project is in accordance with the Five -Year Capital Improvement Plan (2020 — 2024) for the
City of Eagan and the schedule as outlined in the Pavement Management Program. It is
recommended that the project be constructed as proposed in this report in combination with
other similar projects in the area.
Cost Estimat
Detailed cost estimates are located in Appendix A. The estimates are based on anticipated
2019 construction costs and include a 5% contingency and indirect cost of 25%, which include
legal, administration, engineering, and bond interest. A summary of the costs is as follows:
Duckwood Trail
• Mill & Overlay........................................................................ $ 62,200
• Repair Existing Concrete Curb & Gutter ................................ $ 75,900
• Utility Improvements............................................................. 9,500
Total........................................................................... $ 147,600
Duckwood Trail
6
Assessments
Assessments are proposed to be levied against the benefited properties for the total
improvement with costs allocated in accordance with the City of Eagan's Special Assessment
Policy for a mill and overlay improvement for residential streets. All assessments will be revised
based on final costs. A preliminary assessment roll is included in Appendix B.
City Special Assessment Policy
Assessment Ratio
Property City
Mill & Overlay- High -Density Residential (R-4) 75% 25%
Mill & Overlay — Neighborhood Parks 50% 50%
Repair Existing Concrete Curb & Gutter - 100%
Utility Improvements - 100%
Neighborhood Park Parcels - All neighborhood park parcels (1 park parcel) as shown on Figure
2, adjacent to a street to be improved, are proposed to be assessed. The City's Assessment
Policy states that 50% of the mill and overlay costs are assessable for local residential streets,
based on a standard 32 -foot width. The estimated cost per front -foot, based on the City's
Assessment Policy, is $10.11 / Neigh. Park F.F. and is calculated as follows:
• Total Front Feet (F.F.) = 3,075 F.F.
• Neighborhood Park street frontage = 581 F.F., 30' f -f width
Mill & Overlay — Neighborhood Park Properties
o $62,200 (Mill & Overlay Costs) / 3,075' Total Frontage= $20.22
o $20.22 x 50% (assessment rate) = $10.11 / Neigh. Park F.F.
o Total assessment: $10.11 F.F. x 581 F.F. _ $5,874
High Density Residential (R-4) Parcels - All R-4 parcels (3 parcels) as shown on Figure 2,
adjacent to a street to be improved, are proposed to be assessed. The City's Assessment Policy
states that 75% of the mill and overlay costs are assessable for local residential streets. The
estimated cost per front -foot, based on the City's Assessment Policy, is $15.16 / R-4 F.F. and is
calculated as follows:
• Total Front Feet (F.F.) = 3,075 F.F.
• R-4 street frontage = 2,284 F.F., 30' f -f width
Mill & Overlay — R-4 Properties
o $62,200 (Mill & Overlay Costs) / 3,075' Total Frontage= $20.22
o $20.22 x 75% (assessment rate) = $15.16 / R-4 F.F.
o Total assessment: $15.16 F.F. x 2,284 F.F. = $34,625
Duckwood Trail
7
The remaining frontage within the project area (210' or 6.8%) is considered non- assessable
under the City's Assessment Policy.
Assessment Financing Options
The property owner will have the option at the time of the assessment hearing to pay the full
assessment or include the assessment in with their property tax statement. If the assessment is
included with the property tax statement, the assessment and interest will be spread over five
years for Park parcels, and 10 years for R-4 Residential parcels. In 2019, the interest rate was
set at 4%. The 2020 rate is not yet available however, it is expected to be comparable and
based on City policy will be determined by the City Council in the spring. The following
payment schedule is an example of a $1,000 R-4 assessment of with an estimated 4% interest
for the assessed amounts, and assumes 14 months interest for the first year:
Per $1,000 (C/I, 10 -year term)
r[Principal / Year Interest / Year Cost / Year
F-1 Year $100 $47 $147
[10th Year $100 [$4 ,=[$104
Bonds may be issued to finance the improvements.
Revenue Source
A summary of revenue sources is listed below:
The Major Street Fund will finance the estimated street related project deficit of $97,601.
The Combined Utility Fund will finance the estimated $9,500 utility improvements.
Duckwood Trail
8
Project
Cost
Property
Assessment
City
Contribution
Mill and Overlay (Including
Signage)
$ 62,200
$ 40,499
$ 21,701
Repair Existing Curb & Gutter
$ 75,900
-
$ 75,900
Utility Improvements
$ 9,500
-
$ 9,500
Totals
$ 147,600
$ 40,499 (27%)
$ 107,101 (73%)
The Major Street Fund will finance the estimated street related project deficit of $97,601.
The Combined Utility Fund will finance the estimated $9,500 utility improvements.
Duckwood Trail
8
Project Schedule
Present Feasibility Report to City Council/
Order Public Hearing.............................................................................
November 19, 2019
Informational Meeting.............................................................................
December 9, 2019
PublicHearing........................................................................................December
17, 2019
Approve Plans and Specifications............................................................
February 18, 2020
BidDate........................................................................................................
March 17, 2020
AwardContract.................................................................................................April
7, 2020
Start Construction.............................................................................................
May 1, 2020
Project Completion...........................................................................................
August 2020
Final Cost Report.........................................................................................September
2020
Final Assessment Hearing......................................................................................
Fall, 2020
First Payment Due with Property Tax Statement ...........................................
May 15, 2021
Duckwood Trail
9
Appendix A
Preliminary Cost Estimate
City Project 1368 Duckwood Trail
Item No.
Item Unit
Unit Price
Est Qty
Estimated Cost
Part I - Bituminous Street Overlay
2021.501
Mobilization
LS
$
8,000.00
1
$
8,000.00
2104.505
Remove Bituminous Pavement
SY
$
6.00
10
$
60.00
2232.501
Mill Bituminous Pavement (1- 1/4" depth, 6' Width)
SY
$
1.30
2180
$
2,834.00
2357.502
Bituminous Material for Tack Coat
GAL
$
3.50
350
$
1,225.00
2360.501
SP WEA340B Wearing Course Mixture (Overlay)
TON
$
62.00
495
$
30,690.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
2
$
230.00
2563.601
Traffic Control
LS
$
4,000.00
1
$
4,000.00
SP -1
Signage Remove and Replace
LS
$
375.00
1
$
375.00
Subtotal $ 47,414.00
5% Contingency
Subtotal
25% Indirect Costs
Part I - Bituminous Street Overlay
$ 2,370.70
$ 49,784.70
$ 12,446.18
$ 62,230.88
Item No. Item Unit Unit Price Est Qty Estimated Cost
Part II - Repair Existing Curb & Gutter
2104.501
Remove Concrete Curb and Gutter
LF
$
10.00
945
$
9,450.00
2104.503
Remove Bituminous Pavement
SY
$
6.00
62
$
372.00
2104.503
Remove Concrete Sidewalk (4")
SF
$
2.50
80
$
200.00
2104.505
Remove Concrete Driveway /Valley Gutter
SY
$
15.00
4
$
60.00
2105.501
Common Excavation
CY
$
45.00
15
$
675.00
2211.501
Aggregate Base, Cl. 5 (100% Crushed)
TON
$
30.00
5
$
150.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
40
$
4,600.00
2504.602
Irrigation Repair
EA
$
325.00
5
$
1,625.00
6" Concrete Ped Ramp w/ Wet Cast for Truncated
2521.501
Dome Inset
SF
$
16.00
80
$
1,280.00
2531.501
Concrete Curb and Gutter, B618
LF
$
34.00
15
$
510.00
2531.501
Concrete Curb and Gutter, D412
LF
$
30.00
850
$
25,500.00
2531.507
Concrete Valley Gutter - High Early
SY
$
90.00
60
$
5,400.00
2531.618
Truncated Dome Detectable Warning Paver (2x2)
EA
$
80.00
4
$
320.00
2540.602
Repair Landscaping
EA
$
250.00
1
$
250.00
2572.503
Application of Water for Turf Establishment
GAL
$
0.15
18600
$
2,790.00
2573.530
Storm Drain Inlet Protection
EA
$
175.00
7
$
1,225.00
2575.550
Boulevard Topsoil Borrow- MnDOT3877-2F
CY
$
80.00
23
$
1,840.00
2575.609
Seeding (MnDOT 270 w/Type 5 Hydromulch)
SY
$
7.50
210
$
1,575.00
Subtotal $ 57,822.00
5% Contingency
Subtotal
25% Indirect Costs
Part II - Repair Existing Curb & Gutter
Duckwood Trail
10
$ 2,891.10
$ 60,713.10
$ 15,178.28
$ 75,891.38
Item No. i Item Unit Unit Price Est Qty Estimated Cost
Part III - Utility Improvements
2506.602 Adjust Frame & Ring Casting (CB) HDPE Rings
2506.602 Remove & Replace Casting 3067V (Catch Basin)
2506.602 Repair/ Grout CB or MH Invert/ Doghouses
Subtotal
5% Contingency
Subtotal
25% Indirect Costs
Part III - Utility Improvements
Part I - Bituminous Street Overlay
Part II - Repair Existing Curb & Gutter
Part III - Utility Improvements
Project 1368 Total Cost
EA $ 700.00 1 $ 700.00
EA $ 1,000.00 6 $ 6,000.00
EA $ 500.00 1 $ 500.00
$ 7,200.00
Duckwood Trail
11
$
360.00
$
7,560.00
$
1,890.00
$
9,450.00
$
62,230.88
$
75,891.38
$
9,450.00
$
147,572.25
Appendix B
Preliminary Assessment Roll
City Project #1368 Duckwood Trail
Duckwood Trl
Parcel
P.I.N.
I
# Lots
Front Footage
Rate/Front
Footage
Total
1155 Duckwood Trl (City of Eagan Park)
102195100010
1
581
$ 10.11
$ 5,874
1105 Duckwood Trl
102195101010
f 1
1004
$ 15.16
$ 15,221
3575 Lexington Ave. S.
j
102195001010 1
1
828 (includes 210' credit
for D/U easement)
$ 15.16
$ 12,552
Part of 1105 Duckwood Trl
102195001022
1
452
$ 15.16
$ 6,852
Subtotal
4
2865
$ 40,499
R-4 Frontage
2,284
74.3%
Neighborhood Park Frontage
581
18.9%
Non -Assessable Frontage
210
6.8%
Total Frontage
3075
100.0%
Duckwood Trail
12
• • \ / / /
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Document Path: L: IUSERSIPUBWORKSXEngineeringlProjects%2020 Street Improvements12020 Location—ol Date: 11/14/2019
FIG 1
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7u ,;�;; -:,00 z 2020 Street Revitalization - Project 1368
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Project Area Legend
17-1 Assessable Project Area
Zoning
Neighborhood Park
R-4
Revitalization Type
2020, Overlay (Edge -mill), Street
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FIG 2
°F Eqc� 2020 Street Revitalization - Project 1368
U 4 z
o Duckwood Trail
L�SHEO Typical Street Sections
9
B
•1 '•n
34' B -B TYPICAL
3" EXIST. BITUMINOUS
3" EXIST CL 5 AGG. BASE
EXIST. TYPICAL SECTION
DUCKWOOD TRAIL
60' ROW
34' B -B TYPICAL
6 EDGE MILL
EXIST. D412 & B618
CURB & GUTTER
1.5" TYPE 2360 WEAR COURSE
BITUMINOUS OVERLAY
2357 BITUMINOUS TACK COAT REMOVE & REPLACE EX. D412 &
- 3" EXIST. BITUMINOUS
- EXIST 6" CL 5 AGG. BASE B618 CURB & GUTTER, AS
DIRECTED BY THE ENGINEER
PROPOSED TYPICAL SECTION
DUCKWOOD TRAIL
Document Path: L:%USERSIPUBWORKS1Engineering\Projects12020 Street ImprovementsM68 Date: 10/31/2019
FIG 3
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
PUBLIC HEARING
F. Project 1369, Royal Oaks
Street Improvements
Action To Be Considered:
Close the public hearing and approve Project 1369 (Royal Oaks - Street Improvements)
as presented and authorize the preparation of detailed plans and specifications .
Facts:
➢ On June 4, 2019, the City Council directed staff to prepare a feasibility report
considering the rehabilitation of the Royal Oaks neighborhood, residential streets in
central Eagan located south of Yankee Doodle Road and east of Wescott
Woodlands.
➢ A structural mill and overlay of these streets are programmed for 2020 in the City of
Eagan’s 5-Year CIP (2020-2024).
➢ On November 19, 2019, the draft Feasibility Report was presented to the City
Council and a public hearing was scheduled for T uesday, December 17, 2019.
➢ An informational neighborhood meeting was held on December 9 for the adjacent
property owners to discuss the proposed improvements.
➢ Of the 33 properties to be assessed under this improvement, no one attended the
meeting.
➢ All notices have been published in the legal newspaper and sent to all affected
property owners informing them of this public hearing.
Attachments (1)
PHF-1 Feasibility Report
\ • I IEAGAN
Report for
Royal Oaks
Neighborhood Street Revitalization
City Project No. 1369
December 17, 2019
Report for
Royal Oaks
Neighborhood Street Revitalization
City Project No. 1369
December 17, 2019
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: December 17, 2019
Re: Royal Oaks Street Revitalization
City Project No.: 1369
Attached is the feasibility report for the Royal Oaks Street Revitalization, City Project No. 1369.
The report presents and discusses the proposed improvements and includes a cost estimate,
preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
Reviewed By:
/L / ('
D46artment of Public Works
Reviewed By:
Financeartment
V -Ir V
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
Aaron Nelson
Date: 1\ Reg. No. 45795
Date:
Date: 4,1111
TABLE OF CONTENTS
ExecutiveSummary..................................................................................................... 1
Introduction/History.....................................................................................................2
Scope...........................................................................................................................3
AreaTo Be Included.....................................................................................................3
StreetPavement Evaluation.........................................................................................3
ProposedImprovements..............................................................................................4
Easements/Permits......................................................................................................5
Feasibility/Recommendations......................................................................................6
CostEstimate...............................................................................................................6
Assessments................................................................................................................6
AssessmentFinancing Options.....................................................................................7
RevenueSource...........................................................................................................7
ProjectSchedule..........................................................................................................8
LIST OF APPENDICES
Appendix A
Preliminary Cost Estimate
Appendix B
Preliminary Assessment Roll
Appendix C
Figures - 1 Location Map
- 2 Street Improvement/Assessment Area Map
3 Typical Section — Mill & Overlay
Executive Summary
Background
Project Name
Royal Oaks
Project #
1369
Street Area
6,519 Sq. Yds.
Street Length
1,718 Feet
Streets Included
Thorwood Court
Wild Rose Court
Wolfberry Court
Constructed
1999
Reconstructed
-
Crack Sealed
Seal Coated
2003, 2011
Absolute Location
NE % of Section 14
Township 27, Range 23 1
Relative Location
1
South of Yankee Doodle Road
East of Wescott Woodlands
Project Details
• Roadway resurfacing (edge mill & 1-
i PCI Rating 48/100
1/2" overlay) Recommended
Improvement
Overlay
• Replacement of damaged curb & gutter p
• Adjustment/Replacement of: Curb Removal 19%
Scope o Sanitary/Storm sewer
o Utility castings
o Watergate valves
Residential Lots 33
o Street signage
• Utility Improvements
Cost Estimate/ Revenue
Royal Oaks
1
Property
City
Mill & Overlay w/ Signage $ 88,100
$ 44,055
$ 44,045
Repair Existing Concrete Curb & Gutter $ 61,300
-
$ 61,300
Utility Improvements $ 13,500
-
$ 13,500
Total $ 162,900
$ 44,055 (27%)
$ 118,845 (73%)
Royal Oaks
1
December 17, 2019
Neighborhood Street Revitalization
Royal Oaks
Eagan, Minnesota
Introduction/ History
Pavement Management - As a part of Eagan's Pavement Management Program (PMP), the City
evaluates streets within the community throughout their life cycle and implements appropriate
maintenance strategies. In 1989, a Pavement Management System (PMS) was developed that
allowed the City to evaluate the condition of the existing pavement surface for all the streets on
a routine basis and schedule timely maintenance. A Five -Year Capital Improvement Program
(CIP) for street rehabilitation is developed from this information.
The 1,718 feet of residential streets in the Royal Oaks neighborhood in central Eagan has been
identified for 2020 street revitalization improvements. Figure 1, located in Appendix C,
illustrates the project location. The street was originally constructed in 1999.
Based on the data and engineering strategies available at this time, the City's current PMP
incorporates local and ongoing maintenance strategies with seal coating occurring as needed
(approximately 3 years after paving) and a bituminous overlay at approximately 20+ years.
Overlaying the road located within the project area, which is currently in the 21 -year time
frame, will prevent further decay of the pavement surface, thus protecting and extending the
structural life of the street.
Timely maintenance work, such as bituminous patching, crack sealing and seal coating have
occurred at appropriate intervals during the life of the pavement in the area. The City of
Eagan's maintenance records indicate that the street was seal coated in 2003 and 2011.
The Public Works maintenance program typically includes extensive patching and crack sealing
during the summer prior to the overlay. The Public Works crews, as part of the Preparatory
Pavement Management Plan, removed and replaced deteriorated pavement areas and placed
leveling and maintenance overlays on portions of the streets under consideration, where
necessary. These repairs alone will not substantially extend the life expectancy of the street
section if not combined with the bituminous overlay proposed with this project.
Infrastructure Review - The Public Works Department has also inspected the utility
infrastructure (sanitary sewer, water main, and storm sewer pipes and other structures) in the
project area and determined the underground systems are generally in good working order and
that no major repairs are necessary.
Royal Oaks
2
To provide a comprehensive review of the project area, the condition and coverage of other
infrastructure items maintained by the City and other public agencies within the public right-of-
way and easements such as street lights, utility boxes, and above ground storm water
ponds/access, and pedestrian features were evaluated. The rehabilitation of City -maintained
items is included in this project, if needed.
Scope
This project will provide resurfacing (edge mill and overlay) for approximately 1,718 feet of
roadway. Figure 2 in Appendix C, illustrates the project limits.
Included in this project are the following improvements; replacement of damaged curb and
gutter, adjustments and/or replacement to sanitary/storm sewer utility castings, water gate
valves, utility improvements, and replacement of street signage.
Area to Be Included
Properties included in the project lie within the NE % of Section 14, lying South of Yankee
Doodle Road, East of Wescott Woodlands, in Township 27, Range 23, in the City of Eagan,
Dakota County, Minnesota.
Street Pavement Evaluation
The City of Eagan's Pavement Management System allows the City to evaluate the condition of
the existing street surface to help schedule timely maintenance and improvements. The
Pavement Condition Index (PCI) ranks the surface condition for each street. The general
categories that define PCI rankings are as follows:
PCI
Recommended Improvement
56 —100
Routine Maintenance/Crack Seal/Seal Coat
36-55
Patch/Repair and/or Overlay
0-35
Reconstruct/ Reclaim
The 2019 PCI rankings for the street segments have a weighted average pavement condition
rating of 48, which falls in the "Patch/Repair and/or Overlay" category, as mentioned above.
The street pavement has reached an age where, based on the City's past experience, the
integrity of the pavement can rapidly decline if no improvements are performed. Therefore, the
2020 construction season is the optimal time to construct the bituminous overlay on this street.
Any delay of the project may reduce the structural benefit to the street sections and require
more substantial rehabilitation.
Royal Oaks
Proposed Improvements
Pavement - The proposed street
improvements shown in Figure 3. The
existing street section for this roadway
consists of 3-1/2" bituminous pavement
supported by 8" gravel base. The
existing bituminous surface will be
milled adjacent to the existing curb and
gutter (6'-8' wide) to accommodate a
1% -inch bituminous overlay. The
overlay, combined with the existing
street section, will provide a street
section consistent with current City
standards for residential streets. The
combination of patching and overlay
will not eliminate cracking due to the temperature extremes experienced in Minnesota.
Bituminous overlays will show some continued frost movements and reflective cracking
consistent with the underlying pavement. Routine maintenance will still need to continue under
the City's Pavement Management Program.
[.
41WW"
Concrete curb & gutter - Damaged curb &
gutter will be replaced if severely cracked,
spalled, or settled. It is estimated that
approximately 19% of the existing concrete
curb and gutter will have to be replaced.
Boulevard turf will be removed and replaced
with seed. While the contractor who performs
the work is responsible for its establishment
(45 days for seed), adjacent property owners
are encouraged to consistently water the new
turf, where possible, to help ensure its growth.
Utility Adjustment/Replacement — Sanitary/storm sewer manholes, catch basins, and gate
valves will be adjusted, repaired, or replaced based on the condition of castings and supporting
structures. Such repairs to the storm sewer, sanitary sewer, and water main infrastructures
ensure quick and easy access by the City for maintenance and other purposes. There are a
number of catch basins that require repairs due to deterioration. These improvements will be
financed through the Combined Utility Fund.
Royal Oaks
4
Kr�
Signage - Traffic and street identification signage within the project limits
have reached the end of their useful life expectancy and are in need of K: -t.11
replacement. Signs have been reviewed for compliance with the Minnesota "
Manual on Uniform Traffic Control Devices (MnMUTCD). Those that are
required by the MnMUTCD will be replaced to improve safety and night time
visibility, and those that are not will be permanently removed. '
Street Lights—The street lights in the project area (maintained by Dakota
Electric Association) are in good condition and provide adequate coverage.
No modifications to the existing street lights are proposed.
Complete Streets — "Complete Streets" is a transportation and design approach that plans,
designs, operates, and maintains streets in a means to enable safe, convenient and comfortable
travel and access for users of all ages and abilities regardless of their mode of transportation.
Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding
public transportation, or delivering goods.
In 2010, the State of Minnesota adopted a Complete Streets policy, which encourages, but does
not require local governments to adopt this policy. The MN Department of Transportation has
published a Complete Streets Guidelines for Local Agencies Resource Guide (Feb. 2013).
The street in this neighborhood was reviewed to determine if additional Complete Streets
opportunities are available and/or feasible. The street is relatively narrow at 30 feet wide, have
low traffic volumes, limited access points, and a sidewalk is available on Wescott Woodlands to
connect pedestrians to the City and regional trail system. Given the existing and proposed
elements available for all users, the streets in this neighborhood meet the intent of the
complete streets guidelines.
Easement/Permits
All work will be in the public right-of-way. No additional easements are anticipated. It is
anticipated that no permits will be required for the resurfacing project.
Royal Oaks
5
Feasibility and Recommendations
The mill and overlay project is necessary to maintain and enhance the structural integrity of the
pavement section, create a safer driving surface, and increase rideability.
It is cost effective in that the proposed improvement (resurfacing) is considerably less
expensive than complete reconstruction of this street. The mill and overlay is feasible in that
this type of improvement has been used successfully to extend the life expectancy of numerous
other streets throughout the City and the region.
This project is in accordance with the Five -Year Capital Improvement Plan (2020 — 2024) for the
City of Eagan and the schedule as outlined in the Pavement Management Program. It is
recommended that the project be constructed as proposed in this report in combination with
other similar projects in the area.
Cost Estimate
Detailed cost estimates are located in Appendix A. The estimates are based on anticipated
2019 construction costs and include a 5% contingency and indirect cost of 30%, which include
legal, administration, engineering, and bond interest. A summary of the costs is as follows:
Royal Oaks
• Mill & Overlay........................................................................ $ 88,100
• Repair Existing Concrete Curb & Gutter ................................ $ 61,300
• Utility Improvements............................................................. 13,500
Total........................................................................... $ 162,900
Assessments
Assessments are proposed to be levied against the benefited properties for the total
improvement with costs allocated in accordance with the City of Eagan's Special Assessment
Policy for a mill and overlay improvement for residential streets. All assessments will be revised
based on final costs. A preliminary assessment roll is included in Appendix B.
City Special Assessment Policy
Assessment Ratio
Property City
Mill & Overlay - Low -Density Residential (R-1,2,3) 50% 50%
Repair Existing Concrete Curb & Gutter - 100%
Utility Improvements - 100%
Residential Lots —All residential lots (33 single family homes) as shown on Figure 2, having
driveway access on to the street to be improved are proposed to be assessed. The City's
Royal Oaks
6
Assessment Policy states that 50% of the mill and overlay costs are assessable for local
residential streets, based on a standard 32 -foot width. The estimated cost per residential unit,
based on the City's Assessment Policy, is $1,335/ lot and is calculated as follows:
Mill & Overlay - Residential Properties
o 3,436' Residential Frontage/ 3,436' Total Frontage= 100%
o $88,100 (Mill & Overlay Costs) x 50% x 100% = $44,050 (Total R-1 Assessment)
o $44,050/ 33 lots= $1,334.85, rounded to $1,335 /single-family lot
Assessment Financing Options
The property owner will have the option at the time of the assessment hearing to pay the full
assessment or include the assessment in with their property tax statement. If the assessment is
included with the property tax statement, the assessment and interest will be spread over five
years for residential owners. In 2019, the interest rate was set at 4%. The 2020 rate is not yet
available, however, it is expected to be comparable and based on City policy will be determined
by the City Council in the spring. The following payment schedule is an example of a residential
lot assessment of $1,335 with an estimated 4% interest for the assessed amounts, and assumes
14 months interest for the first year:
--
Principal / Year
Interest / Year
City
Contribution
Cost / Year
1-11t Year
F$267
[$62
Repair Existing Curb & Gutter
$329
5th Year
1 $267
Utility Improvements
`$11
-
$278
Bonds may be issued to finance the improvements.
Revenue Source
A summary of revenue sources is listed below:
The Major Street Fund will finance the estimated street related project deficit of $105,345.
The Combined Utility Fund will finance the estimated $13,500 utility improvements.
Royal Oaks
7
Project
Cost
Property
Assessment
City
Contribution
Mill and Overlay (Including
Signage)
$ 88,100
$ 44,055
$ 44,045
Repair Existing Curb & Gutter
$ 61,300
-
$ 61,300
Utility Improvements
$ 13,500
-
$ 13,500 1
Totals
$ 162,900
$ 44,055 (27%)
$ 118,845 (73%)
The Major Street Fund will finance the estimated street related project deficit of $105,345.
The Combined Utility Fund will finance the estimated $13,500 utility improvements.
Royal Oaks
7
Project Schedule
Present Feasibility Report to City Council/
Order Public Hearing............................................................................. November 19, 2019
Informational Meeting.............................................................................December 9, 2019
Public Hearing........................................................................................December 17, 2019
Approve Plans and Specifications............................................................ February 18, 2020
BidDate........................................................................................................ March 17, 2020
AwardContract.................................................................................................April 7, 2020
Start Construction............................................................................................. May 1, 2020
Project Completion........................................................................................... August 2020
Final Cost Report.........................................................................................September 2020
Final Assessment Hearing...................................................................................... Fall, 2020
First Payment Due with Property Tax Statement........................................... May 15, 2021
Royal Oaks
8
Appendix A
Preliminary Cost Estimate
City Project 1369 Royal Oaks
Item No.I Item 1 Unit I Unit Price I Est City I Estimated Cost
Part I - Bituminous Street Overlay
$
10.00
705
$
7,050.00
CY
2021.501
Mobilization
LS
$
8,000.00
1
$
8,000.00
2104.505
Remove Bituminous Pavement
SY
$
6.00
15
$
90.00
2232.501
Mill Bituminous Pavement (1-1/4" depth, 6' Width)
SY
$
1.30
2800
$
3,640.00
2357.502
Bituminous Material for Tack Coat
GAL
$
3.50
450
$
1,575.00
2360.501
SP WEA340B Wearing Course Mixture (Overlay)
TON
$
62.00
620
$
38,440.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
8
$
920.00
2504.602
Adjust Gate Valve Box
EA
$
250.00
3
$
750.00
2506.602
Adjust Frame and Ring Casting (Manhole)
EA
$
800.00
8
$
6,400.00
2563.601
Traffic Control
LS
$
4,000.00
1
$
4,000.00
SP -1
Signage Remove and Replace
LS
$
700.00
1
$
700.00
Subtotal $ 64,515.00
5% Contingency
Subtotal
30% Indirect Costs
Part I - Bituminous Street Overlay
$ 3,225.75
$ 67,740.75
$ 20,322.23
$ 88,062.98
Item No. Item Unit Unit Price Est Qty Estimated Cost
Part II - Repair Existing Curb & Gutter
2104.501 Remove Concrete Curb and Gutter
2105.501 Common Excavation
2211.501 Aggregate Base, Cl. 5 (100% Crushed)
2360.501 SP WEA340B Wearing Course Mixture (Patch)
2504.602 Irrigation Repair
2531.501 Concrete Curb and Gutter, B618
2531.501 Concrete Curb and Gutter, Surmountable
2540.602 Repair Underground Electric Fence
2540.602 Repair Landscaping
2572.503 Application of Water for Turf Establishment
2573.530 Storm Drain Inlet Protection
2575.550 Boulevard Topsoil Borrow —MnDOT3877-2F
2575.609 Seeding (MnDOT 270 w/Type 5 Hydromulch)
Subtotal
5% Contingency
Subtotal
30% Indirect Costs
Part II - Repair Existing Curb & Gutter
LF
$
10.00
705
$
7,050.00
CY
$
45.00
5
$
225.00
TON
$
30.00
5
$
150.00
TON
$
115.00
40
$
4,600.00
EA
$
325.00
8
$
2,600.00
LF
$
34.00
45
$
1,530.00
LF
$
32.00
660
$
21,120.00
EA
$
100.00
5
$
500.00
EA
$
250.00
1
$
250.00
GAL
$
0.15
14400
$
2,160.00
EA
$
175.00
12
$
2,100.00
CY
$
80.00
18
$
1,440.00
SY
$
7.50
160
$
1,200.00
$ 44,925.00
$ 2,246.25
$ 47,171.25
$ 14,151.38
$ 61,322.63
Royal Oaks
9
Item No.
Item
Unit Unit Price
Est Qty
Estimated Cost
{
Royal Oaks
9
Part III - Utility Improvements
2504.602 Repair Gate Valve Mid Section
2504.602 Repair Gate Valve Top Section w/Cover
2506.602 Adjust Frame & Ring Casting (CB) HDPE Rings
2506.602 Repair/ Grout CB or MH Invert/ Doghouses
Subtotal
5% Contingency
Subtotal
30% Indirect Costs
Part III - Utility Improvements
Part I - Bituminous Street Overlay
Part II - Repair Existing Curb & Gutter
Part III - Utility Improvements
Project 1369 Total Cost
Royal Oaks
10
EA
$
500.00 1
EA
$
500.00 1
EA
$
700.00 12
EA
$
500.00 1
$ 500.00
$
500.00
$
8,400.00
$
500.00
$
9,900.00
$
495.00
$
10,395.00
$
3,118.50
$
13,513.50
$ 88,062.98
$ 61,322.63
$ 13,513.50
$ 162,899.10
Appendix B
Preliminary Assessment Roll
City Project #1369 Royal Oaks
Wild Rose Ct
R-1 Residential
P.I.N.
# Lots
Lot
Equivalent
Unit Assessment
Total
902 Wild Rose Ct
1 10-64800-01-130
1
1
$ 1,335
$ 1,335
903 Wild Rose Ct
i 10-64800-01-110
1
1
$ 1,335
$ 1,335
906 Wild Rose Ct
10-64800-01-160
1
1
$ 1,335
$ 1,335
907 Wild Rose Ct
10-64800-01-100
1
1
$ 1,335
$ 1,335
911 Wild Rose Ct
10-64800-01-090
1
1
$ 1,335
$ 1,335
915 Wild Rose Ct
10-64800-01-080
1
1
$ 1,335
$ 1,335
919 Wild Rose Ct
10-64800-01-070
1
1
$ 1,335
$ 1,335
923 Wild Rose Ct
10-64800-01-060
1
1
$ 1,335
$ 1,335
927 Wild Rose Ct
10-64800-01-050
1
1
$ 1,335
$ 1,335
931 Wild Rose Ct
10-64800-01-040
1
1
$ 1,335
$ 1,335
935 Wild Rose Ct
10-64800-01-030
1
1
$ 1,335
$ 1,335
939 Wild Rose Ct
10-64800-02-010
1
1
$ 1,335
$ 1,335
943 Wild Rose Ct
10-64800-02-020
1
1
$ 1,335
$ 1,335
947 Wild Rose Ct
10-64800-02-030
1
1
$ 1,335
$ 1,335
898 Wild Rose Ct
10-64800-01-120
1
1
$ 1,335
$ 1,335
910 Wild Rose Ct
10-64801-01-030
1
1
$ 1,335
$ 1,335
916 Wild Rose Ct
10-64801-01-020
1
1
$ 1,335
$ 1,335
922 Wild Rose Ct
10-64801-01-010
1
1
$ 1,335
$ 1,335
926 Wild Rose Ct
10-64800-01-210
1 1
1
$ 1,335
$ 1,335
930 Wild Rose Ct
10-64800-01-220
1
1
$ 1,335
$ 1,335
934 Wild Rose Ct 1
10-64800-01-230 i
1
1
$ 1,335
$ 1,335
938 Wild Rose Ct
10-64800-03-040
1
1
$ 1,335
$ 1,335
942 Wild Rose Ct
10-64800-03-030
1
1
$ 1,335
$ 1,335
946 Wild Rose Ct
10-64800-03-020'
1
1
$ 1,335
$ 1,335
Subtotal
24
24
$ 32,040
Wolfberry
Ct
R-1 Residential
P.I.N.
' # Lots
Lot
Equivalent
Unit Assessment
Total
3489 Wolfberry Ct
10-64802-01-030
1
1
$ 1,335
$ 1,335
3493 Wolfberry Ct
1 10-64802-01-020
1
1
$ 1,335
$ 1,335
3490 Wolfberry Ct
10-64800-01-010
1
1
$ 1,335
$ 1,335
3494 Wolfberry Ct
10-64800-01-020
1
1
$ 1,335
$ 1,335
Royal Oaks
11
Subtotal
5,340
Thorwood Ct
R-1 Residential
P.I.N.
# Lots
Lot
Equivalent
Unit Assessment
Total
3507 Thorwood Ct
10-64800-03-050
1
i 1
$ 1,335
$ 1,335
3511 Thorwood Ct
10-64800-03-060
1
1 1
$ 1,335
$ 1,335
3515 Thorwood Ct
10-64800-03-070
1
' 1
$ 1,335
$ 1,335
3506 Thorwood Ct
10-64803-01-010
1
1
$ 1,335
$ 1,335
i
3510 Thorwood Ct
10-64800-00-040
1
1
$ 1,335
$ 1,335
Subtotal
5
5
$ 6,675
Total 33 $ 44,055
R-1 Frontage 3,436 100.0%
Non -Assessable Frontage 0 0.0%
Total Frontage 3436 100.0%
Royal Oaks
12
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2020 Street Revitalization m Project 1369
Royal Oaks
L:IUSERSIPUBWORKS1EngineeringlProjects12020 Street Improvements11369 113691 FIG 2 Date: 11/13/2019
FIG 2
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Royal Oaks
Typical Street Sections
eCISHRi3
50'- 60' ROW
30'- 34'13-13 TYPICAL
CL
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3" EXIST CL 5 AGG. BASE
EXIST. TYPICAL SECTION
ROYAL OAKS
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6 EDGE MILL
EXIST.
SURMOUNTABLE &
8618 CURB GUTTER
1.5" TYPE 2360 WEAR COURSE
BITUMINOUS OVERLAY
2357 BITUMINOUS TACK COAT
3" EXIST. BITUMINOUS
EXIST 6" CL 5 AGG. BASE
REMOVE & REPLACE EX.
SURMOUNTABLE & B618
CURB & GUTTER, AS
DIRECTED BY THE ENGINEER
PROPOSED TYPICAL SECTION
ROYAL OAKS
Document Path: L:IUSERSIPUBWORKS1Engineering\Projects12020 Street Improvements11369
Date: 10/31/2019
FIG 3
Agenda Information Memo
December 17, 2019 Eagan City Council Meeting
PUBLIC HEARING
G. Project 1370, GVR Acres/Rathman Addition
Street Improvements
Action To Be Considered:
Close the public hearing and approve Project 1370 (GVR Acres/Rathman Addition -
Street Improvements) as presented and authorize the preparation of detailed plans and
specifications.
Facts:
➢ On June 4, 2019, the City Council directed staff to prepare a feasibility report
considering the rehabilitation of the GVR Acres/Rathman Addition neighborhood, a
residential street (Skater Drive) in central Eagan located east of Blackhawk Road and
north of Riverton Avenue.
➢ A structural mill and overlay of this street is programmed for 2020 in the City of
Eagan’s 5-Year CIP (2020-2024).
➢ On November 19, 2019, the draft Feasibility Report was presented to the City
Council and a public hearing was scheduled for T uesday, December 17, 2019.
➢ An informational neighborhood meeting was held on December 9 for the adjacent
property owners to discuss the proposed improvements.
➢ Of the 10 properties to be assessed under this improvement, 1 resident
representing 1 property attended the meeting.
➢ All notices have been published in the legal newspaper and sent to all affected
property owners informing them of this public hearing.
Attachments (2)
PHG-1 Feasibility Report
PHG-2 Neighborhood Meeting Minutes
I.
•EAGAN
Report for
GVR Acres /Rathman Addition
Neighborhood Street Revitalization
City Project No. 1370
December 17, 2019
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: December 17, 2019
Re: GVR Acres / Rathman Addition Street Revitalization
City Project No.: 1370
Attached is the feasibility report for the GVR Acres / Rathman Addition Street Revitalization, City
Project No. 1370. The report presents and discusses the proposed improvements and includes
a cost estimate, preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
Aaron Nelson
Date: T1 Reg. No. 45795
Reviewed By:
D rtment of Public Works Date: / 2, / //i
Reviewed By:
Finance q#artment Date: ail
�1
EAGAN
To: Honorable Mayor and City Council
From: Aaron Nelson, Assistant City Engineer
Date: December 17, 2019
Re: GVR Acres / Rathman Addition Street Revitalization
City Project No.: 1370
Attached is the feasibility report for the GVR Acres / Rathman Addition Street Revitalization, City
Project No. 1370. The report presents and discusses the proposed improvements and includes
a cost estimate, preliminary assessment roll and schedule.
We would be pleased to meet with the City Council at your convenience to review and discuss
the contents of this report.
I hereby certify that this report was prepared by me or
under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Minnesota.
Aaron Nelson
Date: T1 Reg. No. 45795
Reviewed By:
D rtment of Public Works Date: / 2, / //i
Reviewed By:
Finance q#artment Date: ail
TABLE OF CONTENTS
ExecutiveSummary..................................................................................................... 1
Introduction/History..................................................................................................... 2
Scope...........................................................................................................................3
AreaTo Be Included.....................................................................................................3
StreetPavement Evaluation.........................................................................................3
Proposed Improvements..............................................................................................4
Easements/Permits......................................................................................................6
Feasibility/Recommendations......................................................................................6
CostEstimate...............................................................................................................6
Assessments................................................................................................................6
AssessmentFinancing Options.....................................................................................7
RevenueSource...........................................................................................................7
ProjectSchedule..........................................................................................................8
LIST OF APPENDICES
Appendix A
Preliminary Cost Estimate
Appendix B
Preliminary Assessment Roll
Appendix C
Figures - 1 Location Map
2 Street Improvement/Assessment Area Map
3 Typical Section — Mill & Overlay
Executive Summary
Background
GVR Acres / Rathman
Project Name Addition
Project # 1370
Street Area 1,068 Sq. Yds.
Street Length 241 Feet j
Constructed
1998
Reconstructed
-
Streets Included Skater Circle
Crack Sealed
- i
Seal Coated
2004, 2011
Absolute Location SE % of Section 17
Township 27, Range 23
Relative Location
East of Blackhawk Road
North of Riverton Avenue
Project Details
• Roadway resurfacing (edge mill & 1- PCI Rating 49/100
1/2" overlay) Recommended Overlay
• Replacement of damaged curb & gutter' Improvement
• Adjustment/Replacement of: Curb Removal 3%
Scope o Sanitary/Storm sewer
o Utility castings
o Water gate valves
Residential Lots 10
o Street signage
• Utility Improvements
Cost Estimate/ Revenue
Property City
y / Signage I 300 $ 19 300
Mill & Overlay w Si nae $ 28,600 $ 9, ,
I
Repair Existing Concrete Curb & Gutter $ 5,600 $ 5,600
Utility Improvements $ 1,900 - $ 1,900
Total $ 36,100 $ 9,300 (26%) $ 26,800 (74%)
GVR Acres / Rathman Addition
1
December 17, 2019
Neighborhood Street Revitalization
GVR Acres / Rathman Addition
Eagan, Minnesota
Introduction/ Histo
Pavement Management - As a part of Eagan's Pavement Management Program (PMP), the City
evaluates streets within the community throughout their life cycle and implements appropriate
maintenance strategies. In 1989, a Pavement Management System (PMS) was developed that
allowed the City to evaluate the condition of the existing pavement surface for all the streets on
a routine basis and schedule timely maintenance. A Five -Year Capital Improvement Program
(CIP) for street rehabilitation is developed from this information.
The 241 feet of residential street in the GVR Acres / Rathman Addition in central Eagan has
been identified for 2020 street revitalization improvements. Figure 1, located in Appendix C,
illustrates the project location. The street was originally constructed in 1998.
Based on the data and engineering strategies available at this time, the City's current PMP
incorporates local and ongoing maintenance strategies with seal coating occurring as needed
(approximately 3 years after paving) and a bituminous overlay at approximately 20+ years.
Overlaying the road located within the project area, which is currently in the 22 -year time
frame, will prevent further decay of the pavement surface, thus protecting and extending the
structural life of the street.
Timely maintenance work, such as bituminous patching, crack sealing and seal coating have
occurred at appropriate intervals during the life of the pavement in the area. The City of
Eagan's maintenance records indicate that the street was seal coated in 2004 and 2011.
The Public Works maintenance program typically includes extensive patching and crack sealing
during the summer prior to the overlay. The Public Works crews, as part of the Preparatory
Pavement Management Plan, removed and replaced deteriorated pavement areas and placed
leveling and maintenance overlays on portions of the streets under consideration, where
necessary. These repairs alone will not substantially extend the life expectancy of the street
section if not combined with the bituminous overlay proposed with this project.
Infrastructure Review - The Public Works Department has also inspected the utility
infrastructure (sanitary sewer, water main, and storm sewer pipes and other structures) in the
project area and determined the underground systems are generally in good working order and
that no major repairs are necessary.
GVR Acres / Rathman Addition
2
To provide a comprehensive review of the project area, the condition and coverage of other
infrastructure items maintained by the City and other public agencies within the public right-of-
way and easements such as street lights, utility boxes, and above ground storm water
ponds/access, and pedestrian features were evaluated. The rehabilitation of City -maintained
items is included in this project, if needed.
Scope
This project will provide resurfacing (edge mill and overlay) for approximately 241 feet of
roadway. Figure 2 in Appendix C illustrates the project limits.
Included in this project are the following improvements; replacement of damaged curb and
gutter, adjustments and/or replacement to sanitary/storm sewer utility castings, water gate
valves, utility improvements, and replacement of street signage.
Area to Be Included
Properties included in the project lie within the SE %, Section 17, lying East of Blackhawk Road,
North of Riverton Avenue, in Township 27, Range 23, in the City of Eagan, Dakota County,
Minnesota.
Street Pavement Evaluation
The City of Eagan's Pavement Management System allows the City to evaluate the condition of
the existing street surface to help schedule timely maintenance and improvements. The
Pavement Condition Index (PCI) ranks the surface condition for each street. The general
categories that define PCI rankings are as follows:
PCI
Recommended Improvement
56-100
Routine Maintenance/Crack Seal/Seal Coat
36-55
Patch/Repair and/or Overlay
0 - 35
Reconstruct/ Reclaim
The 2019 PCI rankings for the street segments have a weighted average pavement condition
rating of 49, which falls in the "Patch/Repair and/or Overlay" category, as mentioned above.
The street pavement has reached an age where, based on the City's past experience, the
integrity of the pavement can rapidly decline if no improvements are performed. Therefore, the
2020 construction season is the optimal time to construct the bituminous overlay on this street.
Any delay of the project may reduce the structural benefit to the street sections and require
more substantial rehabilitation.
GVR Acres / Rathman Addition
3
Proposed Improvements
Pavement - The proposed street
improvements shown in Figure 3. The
existing street section for this roadway
consists of 3" bituminous pavement
supported by 6" gravel base. The
existing bituminous surface will be
milled adjacent to the existing curb and
gutter (6'-8' wide) to accommodate a
1% -inch bituminous overlay. The
overlay, combined with the existing
street section, will provide a street
section consistent with current City
standards for residential streets. The
combination of patching and overlay
will not eliminate cracking due to the temperature extremes experienced in Minnesota.
Bituminous overlays will show some continued frost movements and reflective cracking
consistent with the underlying pavement. Routine maintenance will still need to continue under
the City's Pavement Management Program.
Concrete curb & gutter - Damaged curb &
gutter will be replaced if severely cracked,
spalled, or settled. It is estimated that
approximately 3% of the existing concrete curb
and gutter will have to be replaced. Boulevard
turf will be removed and replaced with seed.
While the contractor who performs the work is
responsible for its establishment (45 days for
seed), adjacent property owners are
encouraged to consistently water the new turf,
where possible, to help ensure its growth.
Utility Adjustment/Replacement — Sanitary/storm sewer manholes, catch basins, and gate
valves will be adjusted, repaired, or replaced based on the condition of castings and supporting
structures. Such repairs to the storm sewer, sanitary sewer, and water main infrastructures
ensure quick and easy access by the City for maintenance and other purposes. There are two
catch basins that require adjustment due to deterioration. These improvements will be
financed through the Combined Utility Fund.
GVR Acres / Rathman Addition
4
jl�
Signage - Traffic and street identification signage within the project limits
have reached the end of their useful life expectancy and are in need of
replacement. Signs have been reviewed for compliance with the Minnesota
Manual on Uniform Traffic Control Devices (MnMUTCD). Those that are
required by the MnMUTCD will be replaced to improve safety and night `•
time visibility, and those that are not will be permanently removed. _
Street Lights — The street light at the intersection with Blackhawk Road
(maintained by Xcel) is in good condition and provide adequate coverage. No modifications to
the existing street lights are proposed.
Complete Streets — "Complete Streets" is a transportation and design approach that plans,
designs, operates, and maintains streets in a means to enable safe, convenient and comfortable
travel and access for users of all ages and abilities regardless of their mode of transportation.
Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding
public transportation, or delivering goods.
In 2010, the State of Minnesota adopted a Complete Streets policy, which encourages, but does
not require local governments to adopt this policy. The MN Department of Transportation has
published a Complete Streets Guidelines for Local Agencies Resource Guide (Feb. 2013).
The street in theis neighborhood was reviewed to determine if additional Complete Streets
opportunities are available and/or feasible. The street is relatively narrow at 30 feet wide, have
low traffic volumes, limited access points, and a sidewalk is located on Blackhawk Road to
connect pedestrians to the City and regional trail system. Pedestrian curb ramps in the project
area at the intersecting sidewalks will be replaced, if necessary, to meet current ADA design
standards. Given the existing and proposed elements available for all users, the streets in this
neighborhood meet the intent of the complete street's guidelines.
GVR Acres / Rathman Addition
5
Easement/Permits
All work will be in the public right-of-way. No additional easements are anticipated. It is
anticipated that no permits will be required for the resurfacing project.
Feasibility and Recommendations
The mill and overlay project is necessary to maintain and enhance the structural integrity of the
pavement section, create a safer driving surface, and increase rideability.
It is cost effective in that the proposed improvement (resurfacing) is considerably less
expensive than complete reconstruction of this street. The mill and overlay is feasible in that
this type of improvement has been used successfully to extend the life expectancy of numerous
other streets throughout the City and the region.
This project is in accordance with the Five -Year Capital Improvement Plan (2020 — 2024) for the
City of Eagan and the schedule as outlined in the Pavement Management Program. It is
recommended that the project be constructed as proposed in this report in combination with
other similar projects in the area.
Cost Estimate
Detailed cost estimates are located in Appendix A. The estimates are based on anticipated
2019 construction costs and include a 5% contingency and indirect cost of 30%, which include
legal, administration, engineering, and bond interest. A summary of the costs is as follows:
GVR Acres / Rathman Addition
• Mill & Overlay........................................................................ $ 28,600
• Repair Existing Concrete Curb & Gutter ................................ $ 5,600
• Utility Improvements............................................................. 1,900
Total........................................................................... $ 36,100
Assessments
Assessments are proposed to be levied against the benefited properties for the total
improvement with costs allocated in accordance with the City of Eagan's Special Assessment
Policy for a mill and overlay improvement for residential streets. All assessments will be revised
based on final costs. A preliminary assessment roll is included in Appendix B.
City Special Assessment Policy
Assessment Ratio
Property City
Mill & Overlay- Low -Density Residential (R-1,2,3) 50% 50%
Repair Existing Concrete Curb & Gutter - 100%
Utility Improvements - 100%
GVR Acres / Rathman Addition
6
Residential Lots — All residential lots (10 single family homes) as shown on Figure 2, having
driveway or private street access on to the street to be improved are proposed to be assessed.
The City's Assessment Policy states that 50% of the mill and overlay costs are assessable for
local residential streets, based on a standard 32 -foot width. The estimated cost per residential
unit, based on the City's Assessment Policy, is $930/ lot and is calculated as follows:
Mill & Overlay - Residential Properties
o 314' Residential Frontage/ 482' Total Frontage= 65.1%
o $28,600 (Mill & Overlay Costs) x 50% x 65.1% _ $9,303 (Total R-1 Assessment)
o $9,309 / 10 lots = $930.90, rounded to $930 / single-family lot
The remaining frontage within the project area (168' or 34.9%) is considered non- assessable
under the City's Assessment Policy.
Assessment Financing Options
The property owner will have the option at the time of the assessment hearing to pay the full
assessment or include the assessment in with their property tax statement. If the assessment is
included with the property tax statement, the assessment and interest will be spread over five
years for residential owners. In 2019, the interest rate was set at 4%. The 2020 rate is not yet
available, however, it is expected to be comparable and based on City policy will be determined
by the City Council in the spring. The following payment schedule is an example of a residential
lot assessment of $930 with an estimated 4% interest for the assessed amounts, and assumes
14 months interest for the first year:
1St Year
Stn Year
Principal / Year Interest / Year Cost / Year
$186 $43 $229
$186 �7 $193
Bonds may be issued to finance the improvements.
Revenue Source
A summary of revenue sources is listed below:
The Major Street Fund will finance the estimated street related project deficit of $24,900.
The Combined Utility Fund will finance the estimated $1,900 utility improvements.
GVR Acres / Rathman Addition
7
Project Cost
I Property Assessment
City Contribution
Mill and Overlay (Including Signage)
$ 28,600
$ 9,300
$ 19,300
Repair Existing Curb & Gutter
$ 5,600
-
$ 5,600
Utility Improvements
$ 1,900
-
$ 1,900
Totals
$ 36,100
$ 9,300 (26%)
$ 26,800 (74%)
The Major Street Fund will finance the estimated street related project deficit of $24,900.
The Combined Utility Fund will finance the estimated $1,900 utility improvements.
GVR Acres / Rathman Addition
7
Project Schedule
Present Feasibility Report to City Council/
Order Public Hearing.............................................................................
November 19, 2019
Informational Meeting............................................................................. December 9, 2019
Public Hearing........................................................................................December
17, 2019
Approve Plans and Specifications............................................................
February 18, 2020
BidDate........................................................................................................
March 17, 2020
AwardContract.................................................................................................April
7, 2020
Start Construction.............................................................................................
May 1, 2020
Project Completion...........................................................................................
August 2020
Final Cost Report.........................................................................................September
2020
Final Assessment Hearing......................................................................................
Fall, 2020
First Payment Due with Property Tax Statement ...........................................
May 15, 2021
GVR Acres / Rathman Addition
8
Appendix A
Preliminary Cost Estimate
City Project 1370 GVR Acres/ Rathman Acres
Item No.
Item
Unit
Unit Price
Qty
I
2104.501
Estimated Cost
Part I - Bituminous Street Overlay
$
10.00
15
$
150.00
2104.503
2021.501
Mobilization
LS
$
8,000.00
1
$
8,000.00
2232.501
Mill Bituminous Pavement (1- 1/4" depth, 6' Width)
SY
$
1.30
338
$
439.40
2357.502
Bituminous Material for Tack Coat
GAL
$
3.50
70
$
245.00
2360.501
SP WEA340B Wearing Course Mixture (Overlay)
TON
$
62.00
96
$
5,952.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
2
$
230.00
2506.602
Adjust Frame and Ring Casting (Manhole)
EA
$
800.00
2
$
1,600.00
2563.601
Traffic Control
LS
$
4,000.00
1
$
4,000.00
SP -1
Signage Remove and Replace
LS
$
470.00
1
$
470.00
Subtotal
SY
$
90.00
7
$
$
20,936.40
5% Contingency
Subtotal
30% Indirect Costs
Part I - Bituminous Street Overlay
$ 1,046.82
$ 21,983.22
$ 6,594.97
$ 28,578.19
i I
Item No. Item Unit Unit Price Qty Estimated Cost
Part II - Repair Existing Curb & Gutter
2104.501
Remove Concrete Curb and Gutter
LF
$
10.00
15
$
150.00
2104.503
Remove Concrete Sidewalk (6")
SF
$
2.50
15
$
37.50
2104.505
Remove Concrete Driveway /Valley Gutter
SY
$
15.00
7
$
105.00
2105.501
Common Excavation
CY
$
45.00
2
$
90.00
2211.501
Aggregate Base, Cl. 5 (100% Crushed)
TON
$
30.00
2
$
60.00
2360.501
SP WEA340B Wearing Course Mixture (Patch)
TON
$
115.00
3
$
345.00
2504.602
Irrigation Repair
EA
$
325.00
3
$
975.00
2521.501
6" Concrete Sidewalk
SF
$
16.00
15
$
240.00
2531.501
Concrete Curb and Gutter, Surmountable
LF
$
32.00
15
$
480.00
2531.507
Concrete Valley Gutter- High Early
SY
$
90.00
7
$
630.00
2540.602
Repair Underground Electric Fence
EA
$
100.00
3
$
300.00
2540.602
Repair Landscaping
EA
$
250.00
1
$
250.00
2572.503
Application of Water for Turf Establishment
GAL
$
0.15
360
$
54.00
2573.530
Storm Drain Inlet Protection
EA
$
175.00
2
$
350.00
2575.550
Boulevard Topsoil Borrow - MnDOT 3877-21'
CY
$
80.00
0.5
$
40.00
2575.609
Seeding (MnDOT 270 w/Type 5 Hydromulch)
SY
$
7.50
4
$
30.00
Subtotal
$
4,136.50
5% Contingency
$
206.83
Subtotal
$
4,343.33
30% Indirect Costs
$
1,303.00
Part II - Repair Existing Curb & Gutter $ 5,646.32
GVR Acres / Rathman Addition
9
Item No.
Item
Unit
Unit Price
Qty
Estimated Cost
$
1,911.00
$
36,135.51
Part III - Utility Improvements
2506.602 Adjust Frame & Ring Casting (CB) HDPE Rings
Subtotal
5% Contingency
Subtotal
30% Indirect Costs
Part III - Utility Improvements
Part I - Bituminous Street Overlay
Part II - Repair Existing Curb & Gutter
Part III - Utility Improvements
Project 1370 Total Cost
EA $ 700.00 2 $ 1,400.00
$ 1,400.00
GVR Acres / Rathman Addition
10
$
70.00
$
1,470.00
$
441.00
$
1,911.00
$
28,578.19
$
5,646.32
$
1,911.00
$
36,135.51
Appendix B
Preliminary Assessment Roll
City Project #1370 GVR Acres / Rathman Addition
Skater Circle
J
R-1 Residential
P.I.N.
Lot Equivalent
# of
Lots
Unit
Assessment
Total
1749 Skater Or
106300001030
1
t
1
$ 930
$ 930
1744 Skater Cir
103150002020
1
1
$ 930
$ 930
I 1750 Skater Cir
103150002010
1
1
$ 930
$ 930
1725 Skater Dr
Subtotal
3
3
1
$ 2,790
Skater Drive
R-1 Residential
P.I.N.
Lot Equivalent
# of
Lots
Unit
Assessment
Total
1743 Skater Dr
103150001020
1
1
$ 930
$ 930
1737 Skater Dr
103150001030
1
1
$ 930
$ 930
1731 Skater Dr
103150001040
1
1
$ 930
$ 930
1725 Skater Dr
103150001050
1
1
$ 930
$ 930
1719 Skater Dr
103150001060
1
1
$ 930
$ 930
1713 Skater Dr
103150001070
1
1
$ 930
$ 930
1707 Skater Dr
103150001080
1
1
$ 930
$ 930
Subtotal
7
7
$ 6,510
TOTAL 1 10 ; 10 1 1 $ 9,300
R-1 Frontage 314 65.1%
Non -Assessable Frontage 168 34.9%
Total Frontage 482 100.0%
GVR Acres / Rathman Addition
11
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Document Path: L:IUSERSIPUBWORKS%EngineeringlProjects12020 Street Improvements11370
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FIG 3
PRIVATE STREETS
5.General questions about why the homeowners on the private street are being assessed
and how much the assessment would be. The resident had general questions about how/
why residents on private streets are assessed for the adjacent public street. Generally, city
policy requires all residential properties with direct access (via driveway or private street) to
a street being rehabilitated to be included in the assessible area. This helps ensure that all
residents help pay for maintenance of the public street network throughout the city. In this
case, all the residents on the private street need to drive on the public street to get to their
house, so they would all help contribute financially for the improvements. The resident
understood the city's position.
6.Would the City be willing to take over the private street? The city would consider taking
over a private street if it were built to city standards (28' wide, curb and gutter, 8" Class 5, 3"
bituminous, 50' right-of-way, setbacks met). This street has curb-and-gutter, but no other
city standards are met so it would not qualify for consideration. The resident understood
the city's perspective.
The meeting adjourned at 8:05 p.m.
Agenda Information Memo
December 17, 2019, Eagan City Council Meeting
NEW BUSINESS
A.Planned Development Amendment – Venstar LLC
Action To Be Considered:
To approve (or direct preparation of Findings of Fact for Denial) to allow multiple
buildings, an 8,000 square foot daycare and a 20,600 square foot multi-tenant building
including a bank with drive-through service, a coffee shop with drive-through service, a
fitness center and office uses upon five (5) acres located at 855 Vikings Parkway, subject
to the conditions listed in the APC minutes.
Required Vote For Approval:
At least three (3) votes
Facts:
The applicant is proposing to modify the Planned Development from office
building to a development involving more service-oriented uses.
The existing Planned Development has been in place since 2008 with an
approved use of a 3-story office building and has not developed.
The PD Amendment seeks approval for multiple buildings on the parcel, a bank
with drive-through service, a coffee shop with drive-through service, other
restaurants, a fitness center and a daycare facility.
The underlying land use designation is Business Park, which guides the zoning
and use of the property. The proposal introduces a mix of uses that are
generally more common in a retail commercial area, most specifically in regard
to the drive-through service associated with the coffee shop. The proposal
includes a mix of uses generally acceptable within the Business Park designation;
however, the drive-through service associated with the coffee shop is more
typical in a retail commercial area.
It is a policy matter for City officials to determine whether the drive-through
service as part of the coffee shop is an appropriate use of this property and
consistent with the Business Park land use designation.
The proposed civil plans are acceptable with some modifications.
Proposed deviations to typical development standards include multiple buildings
on one parcel, a reduction of setbacks from the wetland buffer/conservation
easement, and signs on two sides of the southern buildings.
The proposed buildings appear to meet or exceed typical City Code standards for
architectural materials.
The Advisory Planning Commission did hold a public hearing on November 26,
2019, and did recommend approval.
Issues:
None
60-Day Agency Action Deadline:
December 30, 2019
Attachments: (4)
NBA-1 Location Map
NBA-2 Draft November 26, 2019, APC Minutes
NBA-3 Planning Report
NBA-4 Report Exhibits
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LUE GENTIAN RDBLUEGENTIANRDAPOLLOROADFUTUREPARKParkLocation Map01,000500Feet´§¨¦35E§¨¦494Cliff RdDiffley RdYankee Doodle RdLone Oak RdMap Area ExtentProject Name: Venstar LLCRequest: Planned Development AmendmentFile No.: 02-PA-06-10-19Subject Site
Advisory Planning Commission
November 26, 2019
Page 12 of 25
C. Venstar LLC
Applicant Name: Brenda Quaye, Venstar LLC
Location: 855 Vikings Parkway; Lot 1, Block 1, Venstar Eagan Office Building
Application: Planned Development Amendment
A Planned Development Amendment to allow a daycare center and other mixed uses.
File Number: 02-PA-06-10-19
Planner Dudziak introduced this item and highlighted the information presented in the City
Staff report dated November 21, 2019.
Chair Vanderpoel asked the applicant if they had anything to add to the presentation.
Brenda Quaye, Venstar LLC, introduced herself and her team, including a brief background on
the history of the site; adding the project would support the businesses within the area. She
asked if each team member could provide details on the different aspects of the project.
Bill Wittrock, RSP Architecture, provided an overview of the design concepts, building materials
being utilized and how they looked to integrate the development with the Vikings
development. Also discussed were the proposed signs, explaining the signs would be placed on
the metal canopy projections in order to avoid drilling into the wall.
Brenda Quaye indicated that the intent is to provide business service uses to the area. She
pointed out that the coffee shop is not an allowed use under the Business Park base zoning; but
would make up only 7% of the overall tenant space. She noted that they have been working
with Caribou Coffee as a tenant.
Emily Hiring, Caribou Coffee, noted that Caribou Coffee is the official coffee of the Minnesota
Vikings. She noted the location is very attractive, particularly in relation to the Vikings practice
facility, and the 23,000 vehicle trips per day should be able to support the existing store and
this new location.
Brenda Quaye noted how they’ve been in touch with the surrounding property owners,
including the residential neighbors to the north, the O’Neill’s. She noted the several discussions
with Steve Poppen of the Minnesota Vikings along with other surrounding property owners.
Vicki VanDell, Loucks Engineering, discussed the required 25-foot setbacks from the wetland
conservation easement to the north. She stated the intent of the setback is to provide useable
green space, which makes sense in residential but possibly not in a business park. She added
that there is an additional fenced-in play space for the daycare adjacent to the wetland. Five
(5) feet is shown between the conservation easement and the closest building, enough to
provide access for maintenance.
Advisory Planning Commission
November 26, 2019
Page 13 of 25
She acknowledged that additional landscaping screening of the drive through will be added.
They will provide the requested clarification on the tree preservation and mitigation plan as
well as move the monument sign in the southwest corner out of the proposed easement. She
discussed stormwater concerns, including the additional site borings requested by City
Engineering and provide as-built drawings of the system as it is constructed.
Member Weimert asked is the stormwater is draining to the southeast and if the adjacent
wetland to the north would go undisturbed.
Vicki VanDell responded the existing wetland in the northeast corner will remain as is. The
drainage patterns for the site generally drains to the south and west; they will be maintaining
these grades and won’t be adding stormwater to the wetland.
Member Jensen asked about the building signs and how far they will project from the wall of
the building.
Architect Bill Wittrock stated the (decorative) metal projections are approximately 18-inches
out from the building and the signs will be mounted on top of that, so approximately 18-inches.
Member Jensen noted the attractive architecture and asked if the Commission could provide
any action to allow the signs as presented.
Member Francis asked if Caribou Coffee is planning on serving alcoholic drinks at this facility.
Emily Hiring, Caribou Coffee, responded that she was not aware of a liquor license for this
location.
Member Goff asked about incorporation of electric vehicle charging stations and solar panels.
Brenda Quaye replied that unfortunately solar panels don’t make financial sense for this
project.
Member Sagstetter asked for clarification on the storm pipe proposed into the wetland and
that no additional stormwater would be contributing to the wetland.
Vicki Vandell responded that the existing wetland currently drains to the southeast into the
public storm system within Vikings Parkway, which is the only outlet. The plan is to provide a
new outlet so the water level doesn’t get higher than it is today.
Member Sagstetter asked about the replacement of sod over the future stormwater pipe.
Vicki Vandell responded that was an error on the plan and it would be replaced with wetland
grass seed mix.
Advisory Planning Commission
November 26, 2019
Page 14 of 25
Member Sagstetter asked about the drive through for the coffee shop in relation to the
Business Park land use designation; asking if the drive through is essential to the coffee shop.
Brenda Quaye responded that they plan on having restaurants at the location, however most
coffee shops cannot operate without a drive-through facility. She added that the drive-through
would be an added benefit to the surrounding businesses.
Member Weimert pointed out the site is guided for Business Park within the Comprehensive
Guide Plan but the (drive-through) may arguably be a retail commercial use.
City Planner Schultz responded that Staff had a lot of discussion regarding the drive-through in
relation to the Business Park designation. Schultz added that this element was a small
component to the overall development and using the PD Amendment process allows the
Commission to consider this policy question. The alternative was to require the applicant to file
for a Comprehensive Guide Plan Amendment prior to the rezoning process; but was considered
excessive in order for this one component (drive-through) to be considered.
Chair Vanderpoel opened the public hearing.
Tom and Mary O’Neill, 830 O’Neil Drive, stated they appreciated Ms. Quaye meeting with them
early on and are pleased that the proposed buildings are only one story. They enjoyed the
property being vacant this long, but thought overall the proposal would be a good project.
There being no further public comment, Chair Vanderpoel closed the public hearing and turned
the discussion back to the Commission.
Member Sagstetter stated he struggled with the (Zoning) Code that allows a drive-through for a
bank but not for a restaurant due to the food being served, and if there was another way the
process could have been handled. He voiced concern if this would set precedence in allowing
drive-through facilities within Business Park designated areas.
Member Weimert stated he shared the same concerns, however was given a satisfactory
answer by Staff regarding procedural options and stated support of the project.
Member Jensen asked to work out the 18-inch distance for signs from the wall and if it is
necessary for a deviation from that 18 inches, that City Council may consider it. He added that
he too would support the project.
Member Heckmann stated that she thought the proposed uses would be a welcome addition.
Member Weimert moved, Member Sagstetter seconded a motion to recommend approval of a
Planned Development Amendment to allow multiple buildings, an 8,000 square foot daycare
and a 20,600 square foot multi-tenant building including a bank with drive-through service, a
Advisory Planning Commission
November 26, 2019
Page 15 of 25
coffee shop with drive-through service, a fitness center and office uses upon 5.06 acres located
at 855 Vikings Parkway, subject to the following conditions:
1. Amendment to the Planned Development Agreement shall be executed and recorded
against the property at the Dakota County Recorder’s office. The following plans are
required for the Agreement.
a. Final Site Plan
b. Final Building Elevations
c. Final Landscape Plan
d. Final Lighting Plan
2. This Planned Development Amendment shall have a three-year term.
3. The bank drive-through shall be redesigned to provide stacking for at least five vehicles.
4. The plaza area shall be enclosed with a fence if it contains more than 24 seats. A seating
plan and fence plan for enclosing the area shall be provided for incorporation into the
Planned Development Amendment Agreement.
5. All rooftop equipment shall be shown on the Building Elevations drawings at the time of
Building Permit application to demonstrate effective screening of rooftop equipment.
6. Building address numbers shall be installed consistent with the provisions of Section
2.78 of City Code.
7. A Sign Permit shall be obtained for all signs prior to installation.
8. Building signage shall be subject to City Sign Code standards for Business Park zoning,
including that signage shall not exceed 10% of the gross wall area.
9. A revised Final Landscape Planting Plan should be provided for incorporation in the
Planned Development Agreement. The revised Landscape Plan shall include tree
mitigation plantings, identify specific species assigned to the graphic portion of the plan,
and include quantity counts in the landscape schedule.
10. Landscape screening of the easterly drive-through stacking lane shall be added along the
south and east sides of the drive lane.
11. The Final Landscape Plan shall ensure no conflict between the parking island trees and
the parking lot lighting.
12. The developer shall be responsible for required mitigation in the amount of six (6) Cat. B
trees or equivalent Category A or Category C trees).
13. Prior to issuance of any land disturbance permit, a performance guarantee shall be
required for preservation of trees within 15’ of the construction zone in accordance with
the City Code.
14. Tree protection fencing shall be installed at the edge of the Critical Root Zone or at the
drip line, whichever is greater, of trees to be preserved.
15. The applicant shall contact the Forestry Division and set up a pre-construction site
inspection at least five (5) days prior to the issuance of a of the Tree Protection Fencing
at least five (5) days prior to issuance of a Grading Permit or other land disturbance
permit.
16. The Site Lighting Plan shall be revised to achieve an average to minimum ratio of not
more than 4.0 footcandles.
Advisory Planning Commission
November 26, 2019
Page 16 of 25
17. All erosion/ sediment control plans submitted for development and grading permits
shall be prepared by a designer who has received current Minnesota Department of
Transportation (MNDOT) training, or approved equal training as determined by the City
Engineer in designing stormwater pollution prevention plans. Also, all personnel
responsible for the installation of erosion/ sediment control devices, and the
establishment of vegetation for the development, shall have received Erosion/Sediment
Control Inspector/Installer certification through the University of Minnesota, or
approved equal training as determined by the City Engineer.
18. This development shall comply with Eagan’s Land Disturbance Stormwater Pollution
Prevention and Post-Construction Stormwater Management Requirements (City Code
§4.34) for stormwater management and surface water quality, including Runoff Rate
Control and 1.1” Volume Control of effective retention of the site’s new and fully-
reconstructed impervious surface area (including effective soil remediation for all of the
site’s disturbed soils that are to be revegetated).
19. This development shall install and maintain appropriate temporary erosion and
sediment control practices associated with any encroachments into the conservation
easement. Physical barriers shall be provided around the perimeter of the conservation
easement to prevent unauthorized encroachment into the conservation easement
during construction activities.
20. Prior to receiving City approval to permit land disturbing activity, the applicant shall
provide to the City with soil borings within the footprint of each proposed infiltration
area, extending a minimum of 10’ below the bottom of each proposed infiltration
feature with continuous sampling, to evaluate and ensure suitability for infiltration,
including depth to saturated soils. Provide a minimum of 4 soil borings in Underground
Tank 1 footprint, minimum of 2 soil borings in Underground Tank 2 footprint, and
minimum of 2 soil borings in the Infiltration Basin footprint. If the soil boring logs
indicate incompatibility of existing sub-soil permeability, or shallow groundwater
conflict, with the submitted and reviewed design plans for meeting volume control
requirements, the applicant shall revise the design and/or construction plans to ensure
volume control requirements are fully met for the mitigated impervious drainage area,
to the satisfaction of the City Engineer.
21. Prior to receiving City approval to permit land disturbing activity, the applicant shall
provide construction details of the proposed infiltration basin for City
review/acceptance by the City Engineer and include in construction plans. Construction
details shall include infiltration basin cross-section(s), construction
sequencing/protection/restoration notes, sizing/volume tables to demonstrate
compliance with minimum volume control retention including detailing drainage areas
for basin, details for stable inlets/outlet/emergency overflow, sub-soil ripping of 18-inch
depth minimum x 18-inch maximum spacing, under-drain with adjustable shut-off valve,
soil amendment criteria, planting details (including live planting at 18-inch on-center
spacing with seeding of all basin bottoms, and seeding of side-slopes), permanent
erosion-control details, etc., to ensure the infiltration basin is properly designed,
constructed, planted, and adequately protected during / after construction to prevent
clogging, and able to be properly maintained (e.g. unobstructed equipment access, etc.)
Advisory Planning Commission
November 26, 2019
Page 17 of 25
to function as intended. These graphical details and notes shall be prominently included
in all applicable plan sheets (e.g. Grading Plan, Utility Plan, etc.). Notes shall be
provided that grading and utility contractor(s) shall provide 24-hours advance notice of
any grading or utility work involving the proposed infiltration basin system, including
installation of pre-treatment sump, inlet, outlet.
22. Prior to receiving City approval to permit land disturbing activity, the applicant shall
provide underground stormwater infiltration system details, including that a) an off-line
bypass to prevent construction stormwater from entering the perforated pipe galleries
shall be provided until drainage area stabilization, b) non-perforated header pipe
(appropriately sized) is provided at any stormwater inlet point into the underground
systems, c) sub-soils shall have appropriate composition and minimal compaction to
ensure adequate infiltration capability, d) provide at least one inspection manhole for
every header row and at least one inspection manhole on each perforated pipe row for
inspection and maintenance.
23. Prior to proceeding with land disturbing activity, the Property Owner shall enter into a
long-term stormwater management system maintenance agreement with the City,
detailing the annual inspection and maintenance required to occur to ensure proper
operation and performance of the permanent stormwater management system, in a
form acceptable to the City Attorney.
24. Before the city returns any Stormwater-related Performance Guarantee Fees on the
development site, the applicant shall demonstrate that all stormwater management
practices are cleaned of any construction sediment and performing as intended and
shall provide the City Engineer as-built plans meeting City requirements for as-built
standard submittals that demonstrate that all constructed stormwater conveyance
structures, stormwater management facilities (sump(s), pipe galleries, etc.), including
soil loosening & amendment prior to landscaping, conform to design and/or
construction plans, as approved by the City. Documentation (with photos/video) of final
inspection of clean underground pipe gallery system, pre-treatment structures and
contributing stormsewer shall be provided to the City Engineer. The applicant shall
submit to the City Engineer certification that the stormwater management facilities
have been installed in accord with the plans and specifications approved. This
certification shall be provided by a Professional Engineer licensed in the State of
Minnesota.
25. The applicant shall enter into an encroachment agreement to allow for the installation
of the storm sewer and grading and restoration activities, in a form acceptable to the
City Attorney, prior to issuance of a Building Permit or other land disturbance permit.
26. he sanitary sewer shall be extended to the north property line to allow for connection
by the properties to the north.
27. This development shall provide hydrant spacing and locations in accordance with City
Fire Department and Public Works standards.
28. The applicant shall modify the median, striping, and signage on Vikings Parkway to
accommodate a left turn lane into the site, in a manner acceptable to the City Engineer.
29. The applicant shall be responsible to restore the landscaping, irrigation, and street
lighting in the Vikings Parkway median in a manner acceptable to the City Engineer.
Advisory Planning Commission
November 26, 2019
Page 18 of 25
30. The applicant shall provide a contractor parking plan in a form acceptable to the City
Engineer, prior to the approval of the building permit.
31. The applicant shall dedicate additional drainage and utility easements to cover the
public sanitary sewer and storm sewer being constructed with this development, in a
form acceptable to the City Attorney.
32. All entrance monuments shall be relocated out of drainage and utility easements.
33. This development is subject to cash park and trail dedications, payable at the time of
Building Permit at the rates then in effect.
All voted in favor. Motion carried 7-0.
PLANNING REPORT
CITY OF EAGAN
REPORT DATE: November 21, 2019 CASE: 02-PA-06-10-19
APPLICANT: Venstar LLC HEARING DATE: November 26, 2019
PROPERTY OWNER: Venstar LLC APPLICATION DATE: October 31, 2019
REQUEST: Planned Development Amendment PREPARED BY: Pamela Dudziak
LOCATION: 855 Vikings Parkway
COMPREHENSIVE PLAN: BP, Business Park
ZONING: PD, Planned Development
SUMMARY OF REQUEST
The applicant is requesting approval ofa Planned Development Amendment to allow multiple
buildings, an 8,000 square foot daycare and a 20,600 square foot multi-tenant building
including a bank with drive-through service, a coffee shop with drive-through service, a fitness
center and office uses upon five (5) acres located at 855 Vikings Parkway, legally described as
Lot 1, Block 1, Venstar Eagan Office Building.
AUTHORITY FOR REVIEW
Chapter 11, Section 11.50, Subdivision 5 states, in part,
1. The provisions of this chapter may be amended by the majority vote of the council, except
that amendments changing the boundaries of any district or changing the regulations of
any district may only be made by an affirmative vote of two-thirds of all members of the
council.
2. The Council shall not rezone any land or area in any zoning district or make any other
proposed amendment to this chapter without first having referred it to the advisory
planning commission for its consideration and recommendation.
BACKGROUND/HISTORY
The use and development of the property is governed by a Planned Development Agreement
dated December 16, 2008, which allows a three-story 75,000 square foot office building. The
Planned Development Agreement had a seven (7) year term, which ended December 16, 2015.
Planning Report – Venstar LLC
November 26, 2019
Page 2
While the term has elapsed and the site remains undeveloped, the 2008 Planned Development
Agreement remains in place.
The property was platted in 2008 and included delineation of the wetland in the northeast corner
of the property and establishment of a conservation easement over the wetland and wetland
buffer area, which remains in place.
EXISTING CONDITIONS
The site is located at the northeast corner of Dodd Road (TH-149) and Vikings Parkway. The
property is largely open, with some trees along the south and north edges of the site, and a
portion of a wetland in the northeast corner.
SURROUNDING USES
The following existing uses, zoning, and comprehensive guide plan designations surround the
subject property:
Existing Use Zoning Land Use Designation
North Residential R-1, Residential Single BP, Business Park
East Office/Showroom PD, Planned Development BP, Business Park
South USPS PD, Planned Development BP, Business Park
West Office/Warehouse BP, Business Park BP, Business Park
EVALUATION OF REQUEST
Proposal – The applicant is proposing to develop the site with multiple buildings containing
commercial service and retail uses. These include an 8,000 square foot daycare building, and a
20,600 square foot multi-tenant building including a bank with drive-through service, a coffee
shop with drive-through service, a fitness center and office uses. The drive-through aspect of
the coffee shop is a use that is not provided for within the Business Park zoning district, and
the applicant is requesting consideration of the use as part of the flexibility afforded through
the Planned Development zoning.
Planned Development and Public Benefit – The applicant is requesting approval through the
Planned Development for a mix of commercial and service uses that are typically considered
conditional, and the Planned Development serves in lieu of separate Conditional Use Permits.
The Planned Development also affords flexibility in performance standards. The applicant’s
narrative identifies that the proposed development will “provide needed services to the area:
including “breakfast and lunch options for local businesses and our residential neighbors,”
which “can be used by residential neighbors, local businesses and guests to the area for special
Planning Report – Venstar LLC
November 26, 2019
Page 3
events at the Vikings Training complex.” Development of this site with the monument sign and
landscape design will “complete an entrance gateway to a larger district.”
Term – Staff suggests a three-year term for this Planned Development Amendment.
Compatibility with Surrounding Area – The Business Park (BP) land use, which underlies the PD
zoning, is intended to accommodate development of low intensity office, light industrial and
supporting commercial service uses that may be suitable in relatively close proximity to non-
industrial development. Land uses within the BP zoning district, both Permitted and those
requiring Conditional Use approval, are intended to support surrounding businesses. Within
Planned Development zoning, the Planned Development Amendment serves in lieu of a
Conditional Use Permit.
The applicant asserts that the proposed commercial service uses are supportive of the
surrounding business development, particularly with the recent Vikings developments located
just to the east. It is a policy matter for the elected officials to determine whether the proposal
is compatible to the surrounding area and purpose of the BP zoning district.
Conforming Plan – The Conforming Plan is the 2008 Planned Development Agreement, which
allows a 3-story office building.
Comprehensive Guide Plan – The site has a land use designation of Business Park (BP). The
zoning and land use designations on a property must be consistent. In the Comprehensive
Guide Plan, the BP land use designation identifies both Business Park (BP) and Research and
Development (RD) as compatible corresponding zoning districts. Of these two zoning districts,
Business Park most closely aligns with the BP land use designation and nature of the proposed
uses, and is the basis for evaluation of the uses proposed with this Planned Development
Amendment.
The proposed development includes uses that are considered conditional within the BP zoning
district: daycare, bank with drive-through service, and fitness center. One exception is the
coffee shop with drive-through service. The Zoning Ordinance defines restaurants with drive-
through service as fast food restaurants, a use which is not allowed within BP zoning. Fast food
restaurants are typically located within commercial zoning districts such as Neighborhood
Business (NB) or Community Shopping Center (CSC) pursuant to a Conditional Use Permit, and
are considered a Retail Commercial (RC) land use.
The BP zoning district allows full-service or casual restaurants without a drive-through as a
conditional use; additionally, coffee kiosks (no larger than 100 square feet) are also allowed
through the conditional use permit process. Thus, without the drive-through service, the
coffee shop would be considered a casual restaurant and conditional use within BP zoning.
While the PD zoning allows for flexibility in land uses, it is a policy matter for City officials to
determine whether the proposed drive-through service as part of the coffee shop is an
Planning Report – Venstar LLC
November 26, 2019
Page 4
appropriate use of this property, and consistent with the Business Park (BP) land use
designation.
Airport Compatibility – The City of Eagan considered airport noise as a factor in its
Comprehensive Land Use Guide Plan. The Metropolitan Council has adopted land use
compatibility guidelines which incorporate the 2007 Noise Policy Contours. Under these
guidelines, the site is located within Airport Noise Zone 4, within which commercial uses are
considered compatible.
Lots – The proposed development includes multiple buildings on a single lot and the owner
does not contemplate subdivision of the land. Multiple buildings can be accommodated
through the PD zoning.
Site Plan – The Site Plan shows three buildings with shared parking. The northern building is a
daycare, with the play areas off the east end of the building. A drive-through facility is located
on both ends of the two buildings that form an L-shape on the southwestern portion of the
site. Access is from Vikings Parkway at the southeast corner of the lot. The buildings are
situated along the south and west edges providing building presence along the street
frontages, with parking behind the buildings in the center of the site. A curved monument sign
is located at the southwest corner of the site at the intersection of Vikings Parkway and Dodd
Road/TH-149. Each building has an enclosed mechanical and service room. Trash storage is
proposed in three (3) detached enclosures.
Bulk Standards – This proposal is evaluated against the BP, Business Park, zoning district
standards.
Building Setbacks – Typical building setbacks are as follows:
• 50’ from a major thoroughfare (Dodd Road/Th-149)
• 40’ from a minor thoroughfare (Vikings Parkway)
• 10’ from side lot lines
• 20’ from rear lot lines
Parking Setbacks - Parking setback standards are 20 feet from public right-of-way and 5
feet from side and rear lot lines. The proposed site layout satisfies this standard
throughout the site.
Wetland Setbacks – Where a wetland is present, the zoning ordinance requires
buildings and parking to be set back from the wetland buffer a minimum of 25 feet and
10 feet respectively. The Conservation Easement was established over the wetland and
buffer in 2008 with the platting of the property at that time. The proposed
development does not satisfy these wetland buffer setbacks, as measured to the edge
of the conservation easement. The northwest portion of the daycare building is set
back five (5) feet from the wetland buffer. The 20-foot deviation from the 25-foot
Planning Report – Venstar LLC
November 26, 2019
Page 5
wetland buffer setback is requested as part of the Planned Development. The northern
corners of the parking lot do satisfy the ten-foot pavement setback from the buffer, and
just a small corner of sidewalk encroaches into the 10-foot buffer set back.
The intention of the wetland buffer is to provide an undisturbed land area around the
wetland for wetland protection. The intention of the minimum structure and pavement
setbacks from the buffer is to provide usable yard and land area outside of the buffer to
prevent encroachments into the buffer. The acceptability of the proposed reduced
setback from the wetland buffer is a policy matter for City officials, and can be
accommodated within the Planned Development if determined to be acceptable.
Building Coverage – The proposed buildings total 28,600 square feet, which translates
to a building coverage ratio of 13% on the five (5) acre site. This is below the maximum
standard of 40% in the BP zoning district.
Green Space – Proposed green space is 39% as compared to the typical BP zoning
standard of 25% green space minimum.
Uses – The City Code establishes performance standards for certain land uses, some of which
are proposed in this Planned Development:
Drive-through Service – The development plan proposes drive-through service for the bank
and the coffee shop. In general, City standards require minimum stacking of five (5)
vehicles to be provided for drive-throughs. This distance appears to be satisfied f or the
coffee shop, but not for the bank. For the bank, stacking for only 2 vehicles is provided
before interference with the drive lanes in the parking lot. The Applicant should redesign
the bank drive-through to provide stacking for at least five (5) vehicles. Some suggestions
include relocating the service window or reversing the flow and using a pneumatic system
to provide service from the island separating the drive-through lane from the parking lot.
Outdoor Patio – A joint plaza area is located between the two southern buildings,
connected above with a pergola. Section 11.70, Subdivision 29 contains performance
standards for design and operation of outdoor dining areas. In general, the proposed
outdoor seating area appears to satisfy the performance standards. The area is separated
from parking areas and does not interfere with pedestrian or vehicular movement. The
plaza appears to be intended for use by any of the tenants and is not specific to any one
user. As such, it is anticipated that more than 24 seats will be provided, and therefore it
should be enclosed with a fence. A seating plan and plan for enclosing the area with a
fence should be provided for incorporation into the Planned Development Agreement.
On-sale liquor – On-sale liquor is not proposed as part of the current request. On-sale
liquor requires specific zoning approval through the Planned Development. Should a
tenant wish to provide on-sale liquor in the future, the use will require further
Amendment to the Planned Development.
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November 26, 2019
Page 6
Parking – The City Code standard is 10 feet by 19 feet (10’ x 19’) stalls with 24-foot wide drive
aisles and the proposed Site Plan satisfies these dimensions.
All parking is shared throughout the site. For the mix of uses proposed, a total of 165 stalls are
required and 165 stalls are proposed. The calculations below are based on City Code
standards. These differ slightly from the applicant’s calculations in the allocation of spaces
among the different uses, the coffee shop and the “other/ miscellaneous” uses in particular.
CITY CODE REQUIRED
USE STANDARD PARKING
Daycare (8,000 sq. ft.) 10 + 1/800 sq. ft. 26 stalls
Coffee (2,000 sq. ft.) 1/60 sq. ft. 33
Bank (3,000 sq. ft.) 1/250 sq. ft. 12
Other Restaurants (170 seats) 1/3 seats 57
Other/Misc. (7,400 sq. ft.) 1/200 sq. ft. 37
TOTAL 165 stalls
Building Elevations/Architecture – The applicant’s narrative describes the building architecture
as “designed with modern clean lines, high quality m aterials including wood grained panel
accents and dark brick, and is compatible with modern architecture context to the east in
Vikings/Wilf 200-acre development.”
The three (3) buildings have similar architecture and use the same materials to create a
cohesive appearance. According to the narrative, “The building facades have been composed
to provide multiple planes of materials approximately every 40’ [feet] to add visual interest.
Canopies and awnings are designed to complement the modern design aesthetic of the overall
building composition.” Finish materials consist of smooth and textured brick, glass, composite
metal panels and decorative metal features, with awnings or canopies.
Both smooth and textured brick, along with glass, make up the Class I materials and are used
on all four sides of the buildings. Class II and III materials consist of composite metal panel in
wood grain appearance, and decorative aluminum and perforated metal panels. On the
elevations facing the patio area, the Class II metal panels make up a greater ratio of finish,
which intentionally utilizes less brick to create a lighter and more open feel in between the
southern buildings. In total, Class I materials exceed 65% of the exterior, with Class II and III
materials being not more than 35%.
The northern daycare building uses the same brick and metal finish materials and similar
architecture. On all four facades, the exterior materials provide more than 65% Class I, with
not more than 35% Class II and III materials. A fabric awning over windows adds color and
depth to the façade.
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November 26, 2019
Page 7
Mechanical Equipment – Each building is designed with an enclosed mechanical room. Each
building is designed with a parapet, which the narrative indicates is 2’-3” height. The narrative
also states “Roof top units will be located in the center area of the building roof. The natural
topography of the site, being four feet above the intersection, will allow roof top mechanical
units to be effectively screened from public roads . . . .”
The typical City Code standard is a minimum 30-inch parapet on newly constructed buildings.
The proposed parapets are slightly shorter than this at 27-inch height.
All rooftop equipment should be shown on the Building Elevations drawings to demonstrate
effective screening of rooftop equipment at the time of Building Permit application.
Building Address Numbers – Building address numbers should be installed consistent with the
provisions of Section 2.78 of City Code.
Signage – A monument sign is proposed at the southwest corner of the site at the intersection
of Vikings Parkway and Dodd Road/TH-149. The sign is seven (7) feet in height, with a three (3)
foot base. The sign is curved to encompass the corner at the street intersection and is 42 feet
long. The sign message includes a center panel project identification, with tenant name panels
on both sides of the center panel. Materials are a concrete based, perforated metal screen
center panel, and dark bronze aluminum metal backdrop for the tenant names. These
materials are also used on the buildings in the development.
Building signage is shown on both long sides of the southern two buildings, and on the south
elevation of the northern building. On multi-tenant buildings, the Sign Code allows signs on
only one (1) elevation. The applicant is proposing signage on both long sides of the southern
two buildings. Signage on two (2) building elevations is a deviation to typical Sign Code
standards that can be accommodated through the Planned Development. One side of the
building is visible from the right-of-way and serves to identify tenants to the passing public,
and the other is oriented inward toward the parking lot to identify tenant entrances for
patrons who have entered the site.
The applicant’s narrative states that “Tenant signs are intended to be mounted on
architecturally integrated elements that can accept mounting signs without damaging brick
areas. Corner tenant signs are intended to be mounted on an architecturally decorative
horizontal metal lattice.” The signs that are mounted on the canopy or horizontal lattice that
projects out from the building, per City Code standards “No sign mounted upon a building is
allowed to project more than 18 inches from the vertical surface of the building.”
Aside from the requested deviation to allow signs on two elevations of the southern buildings ,
building signage should be subject to other Sign Code standards for Business Park zoning,
including that signage shall not exceed 10% of the gross wall area. Also, no signs may project
more than 18 inches from the vertical surface of the building.
Planning Report – Venstar LLC
November 26, 2019
Page 8
A Sign Permit should be obtained for all signs prior to installation.
Landscaping - The proposed landscape plan is acceptable with some modifications. The plan
includes a variety of trees, shrubs and perennials. Evergreen trees are conc entrated along the
northwest edge of the site abutting the residential property to the north. The plan provides
for overstory trees along the edges of the property and in parking islands. Ornamental trees
are placed nearer the buildings and in the driveway median. A mix of shrubs and perennials
line the outer perimeter of the two southern buildings and the base of the corner monument
sign, and also occupy the parking islands and driveway median. Landscape screening of the
easterly drive-through stacking lane should be added along the south and east sides of the
drive lane.
A revised Final Landscape Planting Plan should be provided for incorporation in the Planned
Development Agreement that includes mitigation plantings and identifies specific species
assigned to the graphic portion of the plan, and including quantity counts in the landscape
schedule. The Final Landscape Plan also should ensure no conflict between the parking island
trees and the parking lot lighting.
Tree Preservation – This development’s Tree Preservation Plan considered a single-phase,
single-lot, commercial type of application. Per the City of Eagan Tree Preservation Ordinance
allowable tree removal for this type of development proposal is set at 30.0% of existing
significant vegetation.
The submitted Tree Inventory indicates that there are twenty-two (22) significant trees
currently on the site. The Tree Preservation Plan provided shows significant tree impacts will
result in the removal of eleven (11) significant trees, or 50% of the total. Because the proposed
removal of 50% of the significant trees is more than the 30% allowable, tree mitigation is
required.
Required mitigation is six (6) Category B trees, or an equivalent combination of Category A
and/or Category C trees. Mitigation Trees are to be installed on site as approved by the City of
Eagan and are in addition to the required landscaping. The Landscape Plan should be revised
to specifically identify the mitigation trees.
Site Lighting - The City Code requires that site lighting be provided as necessary for security,
safety and traffic circulation. Illumination should be indirect and diffused or shielded. Lighting
should not be directed upon public rights-of-way or adjacent properties, and the source of light
should not be visible from off the property.
The proposed Site Lighting Plan shows pole mounted LED lights at a height of 25 feet. The
photometric plan shows the minimum light level of 0.5 footcandles is achieved throughout
parking areas and not more than 1.0 footcandle at the property boundary. However, the
Planning Report – Venstar LLC
November 26, 2019
Page 9
average to minimum ratio is 4.62 indicating some areas may lack uniformity in lighting with
bright and dark spots. Site lighting should be revised to achieve an average to minimum ratio
of not more than 4.0 footcandles.
Topography/Grading – This property consists of a platted 5.07 acre parcel that is currently
undeveloped. The majority of the site is generally open, and there is a portion of a wetland in
the northeast corner. The high point is located in the center of the site, and the northern half
of the site generally slopes to the wetland in the northeast corner, and the southern half slopes
to the southwest. Elevations range from approximately 903 to 887. A majority of the site will
be disturbed with development.
Wetlands – Minn. Rules Ch. 8420 (Minnesota Wetland Conservation Act) and City Code §11.67
(wetland protection and management regulation s) apply to this proposed development
because the existing pond (Pond FP-3) is a natural wetland. A Conservation Easement,
previously recorded by the property owner, exists over and around this wetland on this parcel.
This wetland, previously delineated and classified as a Class W3 – Priority A wetland, also has
not previously had an outlet to allow overflow into the public stormwater conveyance system.
The applicant proposes to encroach into the conservation easement with installation of
approximately 15 linear feet of new storm sewer pipe and the addition of an outlet control
structure for this wetland, to connect t o the public stormwater conveyance system. Overall
disturbance/grading would total approximately 1,680 square feet within the conservation
easement for the addition of the outlet control structure and pipe. While the submitted plans
do not indicate any other grading within the conservation easement (beside the outlet
structure & pipe), the Site Plan and Landscape Plan indicate that approxima tely 1,712 square
feet of wetland buffer is proposed to be removed and replaced with sod within the
conservation easement and the north wall of the northern building is shown with a setback of
five (5) feet from the boundary of the conservation easement.
Additional clarification and suggested resolution regarding the wetland is provided by City
Engineering in the Easements/Permits/Right-of-Way section below.
Stormwater Management/ Water Quality – The applicant proposes to construct new
impervious surfaces totaling approximately 3.1 acres, with additional areas of
disturbed/graded soils that are to be revegetated, on the site. This development will need to
comply with the City’s Land Disturbance Stormwater Pollution Prevention and Post -
Construction Stormwater Management Requirements (City Code §4.34) for stormwater
management and surface water quality, including Runoff Rate Control and 1.1” Volume
Control. To meet the 1.1” Volume Control requirement for this development proposal, based
on 3.1 acres of impervious surface, a minimum of 12,432 cubic feet of effective retention or
water quality equivalent will need to be provided (if included with an a cceptable Soil
Management Strategy for any disturbed/graded areas proposed to be revegetated, to restore
soil permeability and soil health.
Planning Report – Venstar LLC
November 26, 2019
Page 10
The applicant proposes to meet City stormwater rate control and volum e control requirements
through the on-site construction of two underground stormwater infiltration pipe galleries
with pre-treatment and one infiltration basin with pre-treatment, with a total retention
volume/water quality equivalent of 13,154 cubic feet. The applicant also proposes soil
loosening and amendment on all areas that are disturbed/graded and proposed to be
revegetated. Overflow from the stormwater management system would ultimately discharge
into/through stormwater wetland FP -7, in the O’Neil Pond watershed.
Eagan Water Resources has reviewed the applicant’s conceptual plans, initial stormwater
design summary provided for stormwater management and finds the propo sed plans to meet
City Code §4.34 Post-Construction Stormwater Management Requirements are acceptable with
conditions to ensure effective pre-treatment for the stormwater infiltration pipe galleries and
basin, additional geotechnical investigations and design modifications are needed (deeper soil
borings) to ensure that infiltration systems can actually infiltrate as intended, appropriate
design and protection measures to keep the infiltration systems off -line until site stabilization,
design of appropriate inspection and maintenance access for the underground pipe galleries,
assurances of long-term recurring maintenance of the und erground pipe galleries and basin,
avoidance of construction impacts that could inhibit infiltration capabilities below the
stormwater infiltration systems, avoidance of construction impacts within the existing
Conservation Easement area, and appropriate rapid stabilization protections for erosion and
sediment-control during construction around the existing Conservation Easement and across
the site.
Storm Drainage – The entire site lies within Drainage District F (as designated in the City Storm
Water Management Plan – 2007). The preliminary drainage plans areacceptable, with
modification. The entire site will drain via a private storm sewer system to an infiltration basin
or underground stormwater chamber. Th e outlet from the private system connects to the
public storm sewer system in Vikings Parkway, which routes stormwater to City Pond FP-5 to
the southeast.
The wetland is currently a landlocked basin with no storm sewer going into or out of it. The
applicant proposes to install an outlet control structure and storm sewer pipe to control the
high-water level. “Public” stormwater enters the wetland, so the outlet system woul d also be
publicly owned and maintained.
The development of this property will be subject to the codified post-construction storm water
requirements for storm water volume and pollutant control.
Utilities – Lateral sanitary sewer of sufficient size, depth, and cap acity is already stubbed into
the south end of the parcel for connection with development of the property. Sanitary sewer
District N (as designated in the City’s Comprehensive Sanitary Sewer Plan) serves the entire
Planning Report – Venstar LLC
November 26, 2019
Page 11
site. Trunk water main of sufficient size and capacity is available along the west side of the
property.
The preliminary utility plan is acceptable, wit h modification. The watermain would be privately
owned and maintained and is shown to be looped through the site. The sanitary sewer should
be extended to the north property line to allow for connection by the properties to the north.
Any downstream sanitary sewer would be publicly owned and maintained. This development
should provide hydrant spacing and locations in accordance with City Fire Department and
Public Works standards.
Streets/Access/Pedestrian Circulation – Access to the site will be provided from Vikings
Parkway. Vikings Parkway is a four-lane divide collector roadway with a 30-mph speed limit.
The applicant should modify the median, striping, and signage on Vikings Parkway to
accommodate a left turn lane into the site, in a manner acceptable to the City Engineer.
Privately owned landscaping, irrigation, and street lighting is currently located in the median
and will be damaged during construction of the turn lane. The applicant should be responsible
to restore the landscaping, irrigation, and street lighting in the Vikings Parkway median in a
manner acceptable to the City Engineer.
The applicant is providing an area along the north side of the parking lot connection that would
allow a possible connection to the properties to the north for future possible connection. Any
future connection would require an access agreement.
There is currently a concrete sidewalk along the north boulevard of Vikings Parkway. The
applicant proposes to connect a private sidewalk to this facility at the entrance to the site.
Easements/Permits/Right-of-Way – Right-of-way and easements were previously dedicated
with the initial platting of the property. The applicant should dedicate additional drainage and
utility easements to cover the public sanitary sewer and storm sewer being constructed with
this development, in a form acceptable to the City Attorney.
All entrance monuments should be relocated out of drainage & utility easements.
A conservation easement was originally dedicated over the wetland and wetland buffer with
the original plat. The applicant proposes two encroachments into the Conservation Easement
to allow for the installation of storm sewer and an outlet control structure for the wetland, and
for grading of the site to match their development proposal. The applicant should request an
encroachment agreement to allow for the installation of the storm sewer and grading and
restoration activities, in a form acceptable to the City Attorney. Reduced setbacks from the
wetland buffer are being considered as part of the Planned Development Agreement .
Financial Obligation – At this time, there are no pending assessments on this parcel, and trunk
and lateral utility charges were paid with previous development.
Planning Report – Venstar LLC
November 26, 2019
Page 12
Parks and Recreation – The subject parcel is located approximately a one-half (1/2) mile west
from a future park site located in Park Service Area 1 , within the Viking Lakes Planned
Development. This park is accessible via the City-wide trail system.
There is a sidewalk immediately adjacent to the subject parcel. The sidewalk connects with the
public trail system on the west side of Dodd Road via a controlled intersection with crosswalk
indicators.
This development is responsible for a cash park and trail dedications, payable at the time of
building permit at the rates then in effect. The rates for 2019 are $939 per 1,000 square foot
of building area for parks, and $1,289 per net acre for trails.
SUMMARY/CONCLUSION
The applicant is proposing to modify the Planned Development from office to a development
involving more service-oriented uses. The PD Amendment seeks approval for multiple
buildings on the parcel, a bank with drive-through service, a coffee shop with drive-through
service, other restaurants, a fitness center and a daycare facility. The existing Planned
Development has been in place since 2008 and has not developed.
The underlying land use designation is Business Park, which guides the zoning of the property.
The proposal introduces a mix of uses that are generally more common in a retail commercial
area, but previously have not been contemplated in this area. It is a policy matter for City
officials to determine whether the proposed uses are consistent with the Business Park land
use designation and support and benefit the surrounding development.
City Code performance standards are largely satisfied. Proposed deviations to development
standards include signage on two sides of the southern buildings, and reduction of setbacks
from the wetland buffer/conservation ea sement. Also, grading is proposed within the
conservation easement area, which can be accommodated with an encroachment agreement
that will also provide for restoration of the disturbed area. Stormwater is proposed to be
managed in an underground system. The proposed building appears to meet or exceed typical
City Code standards for architectural materials. Some modifications and additional details to
the plans are requested in the conditions of approval for the Planned Development
Agreement.
ACTION TO BE CONSIDERED
To recommend approval of a Planned Development Amendment to allow multiple buildings,
an 8,000 square foot daycare and a 20,600 square foot multi-tenant building including a bank
with drive-through service, a coffee shop with drive-through service, a fitness center and office
uses upon 5.06 acres located at 855 Vikings Parkway.
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November 26, 2019
Page 13
If approved the following conditions shall apply:
1. Amendment to the Planned Development Agreement shall be executed and recorded
against the property at the Dakot a County Recorder’s office. The following plans are
required for the Agreement.
• Final Site Plan
• Final Building Elevations
• Final Landscape Plan
• Final Lighting Plan
2. This Planned Development Amendment shall have a three-year term.
3. The bank drive-through shall be redesigned to provide stacking for at least five vehicles.
4. The plaza area shall be enclosed with a fence if it contains more than 24 seats. A
seating plan and fence plan for enclosing the area shall be provided for incorporation
into the Planned Development Amendment Agreement.
5. All rooftop equipment shall be shown on the Building Elevations drawings at the time of
Building Permit application to demonstrate effective screening of rooftop equipment.
6. Building address numbers shall be installed consistent with the provisions of Section
2.78 of City Code.
7. A Sign Permit shall be obtained for all signs prior to installation.
8. Building signage shall be subject to City Sign Code standards for Business Park zoning,
including that signage shall not exceed 10% of the gross wall area.
9. A revised Final Landscape Planting Plan should be provided for incorporation in the
Planned Development Agreement. The revised Landscape Plan shall include tree
mitigation plantings, identify specific species assigned to the graphic portion of the
plan, and include quantity counts in the landscape schedule.
10. Landscape screening of the easterly drive-through stacking lane shall be added along
the south and east sides of the drive lane.
11. The Final Landscape Plan shall ensure no conflict between the parking island trees and
the parking lot lighting.
12. The developer shall be responsible for required mitigation in the amount of six (6) Cat.
B trees or equivalent Category A or Category C trees).
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November 26, 2019
Page 14
13. Prior to issuance of any land disturbance permit, a performance guarantee shall
be required for preservation of trees within 15’ of the construction zone in
accordance with the City Code.
14. Tree protection fencing shall be installed at the edge of the Critical Root Zone or at the
drip line, whichever is greater, of trees to be preserved.
15. The applicant shall contact the Forestry Division and set up a pre-construction site
inspection at least five (5) days prior to the issuance of a of the Tree Protection Fencing
at least five (5) days prior to issuance of a Grading Permit or other land disturbance
permit.
16. The Site Lighting Plan shall be revised to achieve an average to minimum ratio of not
more than 4.0 footcandles.
17. All erosion/ sediment control plans submitted for development and grading permits
shall be prepared by a designer who has received current Minnesota Department of
Transportation (MNDOT) training, or approved equal training as determined by the City
Engineer in designing stormwater pollution prevention plans. Also, all personnel
responsible for the installation of erosion/ sediment control devices, and the
establishment of vegetation for the development, shall have received Erosion/Sediment
Control Inspector/Installer certification through the University of Minnesota, or
approved equal training as determined by the City Engineer.
18. This development shall comply with Eagan’s Land Disturbance Stormwater Pollution
Prevention and Post-Construction Stormwater Management Requirements (City Code
§4.34) for stormwater management and surface water quality, including Runoff Rate
Control and 1.1” Volume Control of effective retention of the site’s new and fully-
reconstructed impervious surface area (including effective soil remediation for all of the
site’s disturbed soils that are to be revegetated).
19. This development shall install and maintain appropriate temporary erosion and sediment
control practices associated with any encroachments into the conservation easement.
Physical barriers shall be provided around the perimeter of the conservation easement to
prevent unauthorized encroachment into the conservation easement during construction
activities.
20. Prior to receiving City approval to permit land disturbing activity, the applicant shall provide
to the City with soil borings within the footprint of each proposed infiltration area,
extending a minimum of 10’ below the bottom of each proposed infiltration feature with
continuous sampling, to evaluate and ensure suitability for infiltration, including depth to
saturated soils. Provide a minimum of 4 soil borings in Underground Tank 1 footprint,
minimum of 2 soil borings in Underground Tank 2 footprint, and minimum of 2 soil borings
Planning Report – Venstar LLC
November 26, 2019
Page 15
in the Infiltration Basin footprint. If the soil boring logs indicate incompatibility of existing
sub-soil permeability, or shallow groundwater conflict, with the submitted and reviewed
design plans for meeting volume control requirements, the applicant shall revise the design
and/or construction plans to ensure volume control requirements are fully met for the
mitigated impervious drainage area, to the satisfaction of the City Engineer.
21. Prior to receiving City approval to permit land disturbing activity, the applicant shall
provide construction details of the proposed infiltration basin for City
review/acceptance by the City Engineer and include in construction plans. Construction
details shall include infiltration basin cross-section(s), construction
sequencing/protection/restoration notes, sizing/volume tables to demonstrate
compliance with minimum volume control retention including detailing drainage areas
for basin, details for stable inlets/outlet/emergency overflow, sub-soil ripping of 18-inch
depth minimum x 18-inch maximum spacing, under-drain with adjustable shut-off
valve, soil amendment criteria, planting details (including live planting at 18-inch on-
center spacing with seeding of all basin bottoms, and seeding of side-slopes),
permanent erosion-control details, etc., to ensure the infiltration basin is properly
designed, constructed, planted, and adequately protected during / after construction to
prevent clogging, and able to be properly maintained (e.g. unobstructed equipment
access, etc.) to function as intended. These graphical details and notes shall be
prominently included in all applicable plan sheets (e.g. Grading Plan, Utility Plan, etc.).
Notes shall be provided that grading and utility contractor(s) shall provide 24-hours
advance notice of any grading or utility work involving the proposed infiltration basin
system, including installation of pre-treatment sump, inlet, outlet.
22. Prior to receiving City approval to permit land disturbing activity, the applicant shall
provide underground stormwater infiltration system details, including that a) an off-line
bypass to prevent construction stormwater from entering the perforated pipe galleries
shall be provided until drainage area stabilization, b) non-perforated header pipe
(appropriately sized) is provided at any stormwater inlet point into the underground
systems, c) sub-soils shall have appropriate composition and minimal compaction to
ensure adequate infiltration capability, d) provide at least one inspection manhole for
every header row and at least one inspection manhole on each perforated pipe row for
inspection and maintenance.
23. Prior to proceeding with land disturbing activity, the Property Owner shall enter into a
long-term stormwater management system maintenance agreement with the City,
detailing the annual inspection and maintenance required to occur to ensure proper
operation and performance of the permanent stormwater management system, in a
form acceptable to the City Attorney.
24. Before the city returns any Stormwater-related Performance Guarantee Fees on the
development site, the applicant shall demonstrate that all stormwater management
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November 26, 2019
Page 16
practices are cleaned of any construction sediment and performing as intended and
shall provide the City Engineer as-built plans meeting City requirements for as-built
standard submittals that demonstrate that all constructed stormwater conveyance
structures, stormwater management facilities (sump(s), pipe galleries, etc.), including
soil loosening & amendment prior to landscaping, conform to design and/or
construction plans, as approved by the City. Documentation (with photos/video) of
final inspection of clean underground pipe gallery system, pre-treatment structures and
contributing stormsewer shall be provided to the City Engineer. The applicant shall
submit to the City Engineer certification that the stormwater management facilities
have been installed in accord with the plans and specifications approved. This
certification shall be provided by a Professional Engineer licensed in the State of
Minnesota.
25. The applicant shall enter into an encroachment agreement to allow for the installation of
the storm sewer and grading and restoration activities, in a form acceptable to the City
Attorney, prior to issuance of a Building Permit or other land disturbance permit.
26. The sanitary sewer shall be extended to the north property line to allow for connection
by the properties to the north.
27. This development shall provide hydrant spacing and locations in accordance with City
Fire Department and Public Works standards.
28. The applicant shall modify the median, striping, and signage on Vikings Parkway to
accommodate a left turn lane into the site, in a manner acceptable to the City Engineer.
29. The applicant shall be responsible to restore the landscaping, irrigation, and street
lighting in the Vikings Parkway median in a manner acceptable to the City Engineer.
30. The applicant shall provide a contractor parking plan in a form acceptable to the City
Engineer, prior to the approval of the building permit.
31. The applicant shall dedicate additional drainage and utility easements to cover the
public sanitary sewer and storm sewer being constructed with this development, in a
form acceptable to the City Attorney.
32. All entrance monuments shall be relocated out of drainage and utility easements.
33. This development is subject to cash park and trail dedications, payable at the time of
Building Permit at the rates then in effect.
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d HWY 149 Dodd RoadVikings ParkwayBlue Gentian RoadLone Oak ParkwayO'Neill Drive0200100Feet´This map is for reference use only. This is not a survey and is not indtended to be used as one.Aerial photo-Fall-2018Project Name: VenstarApplication: Planned Development AmendmentCase No.: 02-PA-06-10-19
REMOVE EXISTINGTREES-TYPREMOVE EXISTINGTREE-TYPREMOVE EXISTINGTREE-TYPREMOVE EXISTINGTREES-TYPREMOVE EXISTINGCURB & GUTTER-TYPSAWCUT & REMOVE EXISTINGBITUMINOUS PAVEMENT AS NEEDEDTO REMOVE CURB & GUTTER-TYPPROTECT EXISTING UTILITIESREMOVE EXISTINGCURB & GUTTER-TYPREMOVE EXISTINGCONCRETE SIDEWALK-TYPPROTECT EXISTING STORM SEWERCHANGE CASTINGREMOVE & SALVAGEHAND HOLEREMOVE & SALVAGETRAFFIC SIGNSREMOVE & SALVAGELIGHTSREMOVE & SALVAGELIGHT POLEREMOVE EXISTINGCONCRETEREMOVE EXISTINGCURB & GUTTER-TYPREMOVE LANDSCAPINGEXISTING TREES TO REMAIN - TYPEXISTING TREES TO REMAIN - TYPLOUCKSW:\2008\08018B\CADD DATA\CIVIL\_dwg Sheet Files\C1-2 DEMOLITION PLANPlotted: 10 /31 / 2019 9:10 AM7200 Hemlock Lane, Suite 300Maple Grove, MN 55369763.424.5505www.loucksinc.comPLANNINGCIVIL ENGINEERINGLAND SURVEYINGLANDSCAPE ARCHITECTUREENVIRONMENTALSUBMITTAL/REVISIONSPROFESSIONAL SIGNATUREQUALITY CONTROLCADD files prepared by the Consultant for this project areinstruments of the Consultant professional services for use solelywith respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completionof this project by others without written approval by theConsultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files forinformation and reference only. All intentional or unintentionalrevisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additionsor deletions and that party shall hold harmless and indemnify theConsultant from any & all responsibilities, claims, and liabilities.CADD QUALIFICATIONEAGAN MIXEDUSE855 NORTHWEST PARKWAYEAGAN, MNRSP ARCHITECTS1220 MARSHALL ST NEMINNEAPOLIS, MN 55413C1-1 EXISTING CONDITIONSC3-1 GRADING & DRAINAGE PLANC4-2 SANITARY & WATER PLANC2-1 SITE PLANL1-1TREE PRESERVATION PLAN10/16/2019CITY SUBMITTALC8-1 CIVIL DETAILSCONSTRUCTIONNOT FORC1-2 DEMOLITION PLANC3-2 SWPPPC3-3 SWPPP NOTESC4-1 STORM SEWER PLANC8-2 CIVIL DETAILSL2-1 LANDSCAPE PLANL3-1 LANDSCAPE DETAILSReview DateSHEET INDEXLicense No.Date I hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and thatI am a duly Licensed Professional Engineer under thelaws of the State of Minnesota.Vicki J. Van Dell - PE41352Project LeadDrawn ByChecked ByLoucks Project No.08018BVJVZHWVJV10/30/1910/31/2019REVISED CITY SUBMITTALNSCALE IN FEET040 80DEMOLITIONPLANC1-2DISABLED PARKING STALLMISC. FRUITMAPLEBIRCHLEGENDCATCH BASIN STORM SEWERSANITARY SEWERWATERMAINSTORM MANHOLESANITARY MANHOLEHYDRANTGATE VALVESPOT ELEVATIONSIGNLIGHT POLECONTOURCONCRETE CURBUNDERGROUND ELECTRICCONCRETEUNDERGROUND GASCHAIN LINK FENCEEXISTING BUILDINGRETAINING WALLNO PARKINGELECTRIC METERGAS METERCONIFEROUS TREESPRUCEDECIDUOUS TREEOAKTREE (GEN)PAVERSGUARDPOSTFIRE CONNECTIONELECTRIC TRANSFORMERUTILITY MANHOLEGAS METERYARD LIGHTFLAG POLELOCUSTELECTRIC OUTLETFLARED END SECTIONSANITARY SERVICEASHPINEUNDERGROUND FIBER OPTICBENCHHAND HOLEELEV @ THRESHOLDROOF DRAINTOP OF CURBTOP NUT HYDRANTWETLAND AS LOCATEDON APRIL 20, 2019SANITARY MANHOLESTORM MANHOLECATCH BASINWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALLEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES INMAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 ATLEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFOREDIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.NOTE:EXISTING CONDITIONS INFORMATIONSHOWN IS FROM A BOUNDARY &TOPOGRAPHIC SURVEY PROVIDED BYLOUCKS, DATED AUGUST 21, 2019.REMOVE EXISTING CURB & GUTTER,RETAINING WALLS, FENCE, ETC.REMOVE EXISTING MANHOLES, POWERPOLES, LIGHT POLES, BOLLARDS, PARKINGMETERS, SIGNS, LIGHTS, HAND HOLES, ETC.REMOVE EXISTING CONCRETE PAVING,SIDEWALKS, ETC.REMOVE EXISTING TREESREMOVE EXISTING UTILITIESREMOVE EXISTING BITUMINOUS PAVINGDEMOLITION LEGEND:1. CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATEUTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIESWITH UTILITY COMPANIES.2. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURESNOT NOTED FOR REMOVAL.3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHINCONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFERTO GRADING PLAN AND STORMWATER POLLUTION PREVENTION PLAN(SWPPP) FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS.4. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITEDEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULEDFROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALSSHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSIONCONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPONREMOVAL. SEE STORMWATER POLLUTION PREVENTION PLAN (SWPPP).5. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHINREMOVAL LIMITS UNLESS OTHERWISE NOTED.
EXHIBIT B
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' 1oiliiil Ii u� ' :� > J i'\:;f ti ;il n! i!!iiiil 1 11 1> r ,.,, 1c..... CONFORMING PLAN - 2008 PD AGREEMENT
PROPOSED BUILDINGFFE=895.00PROPOSED BUILDINGFFE=897.00PROPOSEDBUILDINGFFE=895.00MATCH EXISTINGCURB & GUTTERTURN LANEMATCH EXISTINGCURB & GUTTERTRASHENCLOSURETRASHENCLOSURETRASHENCLOSUREPLAY AREAPLAY AREAPATIOPATIOMONUMENT SIGNDROP OFFSTALLS19'19'24'19'19'10'10'10'19'10'R5'R3'R30'R5'R4'R15'R5'R5'R30'R36'24'R3'19'24'19'26'R3'10'6'8'5'10'7731456711615788889981920'35'DRIVE THRU12'12'12'19'24'10'24'24'24'13'70'22'20'19'TRANSITION TOD-412SURMOUNTABLECURB & GUTTER24'5'23'R8'R8'R3'R3'R3'R10'R35'R5'R3'R15'R10'R3'R15'R15'R3'R8'R35'R3'R20'R5'R3'R15'R3'R3'18.0INFILTRATIONBASIN8'R20'R10'R10'R20.0R20.0R32.0R32.0R20.012'12'5'10'25'5'10'LOUCKSW:\2008\08018B\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 SITE PLANPlotted: 11 /20 / 2019 2:45 PM7200 Hemlock Lane, Suite 300Maple Grove, MN 55369763.424.5505www.loucksinc.comPLANNINGCIVIL ENGINEERINGLAND SURVEYINGLANDSCAPE ARCHITECTUREENVIRONMENTALSUBMITTAL/REVISIONSPROFESSIONAL SIGNATUREQUALITY CONTROLCADD files prepared by the Consultant for this project areinstruments of the Consultant professional services for use solelywith respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completionof this project by others without written approval by theConsultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files forinformation and reference only. All intentional or unintentionalrevisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additionsor deletions and that party shall hold harmless and indemnify theConsultant from any & all responsibilities, claims, and liabilities.CADD QUALIFICATIONEAGAN MIXEDUSE855 NORTHWEST PARKWAYEAGAN, MNRSP ARCHITECTS1220 MARSHALL ST NEMINNEAPOLIS, MN 55413C1-1 EXISTING CONDITIONSC3-1 GRADING & DRAINAGE PLANC4-2 SANITARY & WATER PLANC2-1 SITE PLANL1-1TREE PRESERVATION PLAN10/16/2019CITY SUBMITTALC8-1 CIVIL DETAILSCONSTRUCTIONNOT FORC1-2 DEMOLITION PLANC3-2 SWPPPC3-3 SWPPP NOTESC4-1 STORM SEWER PLANC8-2 CIVIL DETAILSL2-1 LANDSCAPE PLANL3-1 LANDSCAPE DETAILSReview DateSHEET INDEXLicense No.Date I hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and thatI am a duly Licensed Professional Engineer under thelaws of the State of Minnesota.Vicki J. Van Dell - PE41352Project LeadDrawn ByChecked ByLoucks Project No.08018BVJVZHWVJV10/30/1910/31/2019REVISED CITY SUBMITTALNSCALE IN FEET040 80SITE PLANC2-1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALLEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES INMAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 ATLEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFOREDIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.NOTE:EXISTING CONDITIONS INFORMATIONSHOWN IS FROM A BOUNDARY &TOPOGRAPHIC SURVEY PROVIDED BYLOUCKS, DATED AUGUST 21, 2019.SITE NOTES1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED ANDINSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) ANDSTATE/LOCAL JURISDICTION REQUIREMENTS.2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENTADA STANDARDS AND LOCAL/STATE REQUIREMENTS.3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISENOTED.4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISENOTED.5. TYPICAL FULL SIZED PARKING STALL IS 10' X 19' UNLESS OTHERWISE NOTED.6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED.7. SEE SITE LIGHTING PLAN FOR SITE LIGHTING.LEGAL DESCRIPTION:Lot 1, Block 1, VENSTAR EAGAN OFFICE BUILDINGCURRENT ZONING: PD, PLANNED DEVELOPMENTBUILDING SETBACKS:DODD ROAD 50 FT MINIMUMVIKINGS PKWY 40 FT MINIMUMSIDE 20 FT MINIMUMREAR 20 FT MINIMUMPARKING SETBACKS:DODD ROAD 20 FT MINIMUMVIKINGS PKWY 20 FT. MINIMUMSIDE 5 FT MINIMUMREAR 50 FT MINIMUMPARKING SUMMARY:REGULAR STALLS = 159 STALLSACCESSIBLE STALLS = 6 STALLSTOTAL PARKING = 165 STALLSSITE AREA: 5.06 ACDISTURBED AREA: 4.85 ACEXISTING IMPERVIOUS AREA: 0.00 AC (0.0%)PROPOSED IMPERVIOUS AREA: 3.08 AC (60.9%)PROJECT BENCHMARK:TOP NUT OF HYDRANT LOCATED NEAR THE NORTHEAST CORNER OF THESUBJECT PROPERTY AS SHOWN HEREON.ELEVATION = 902.33 (CITY OF EAGAN DATUM)SITE DATA1. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL"PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK.2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTINGUTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OFCONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANYDISCREPANCIES OR VARIATIONS FROM THE PLANS.3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTYDAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THISPROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TOADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASE OF THISPROJECT.4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAININGTRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONALSIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERENECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEERPRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO THEAPPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.5. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THECONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ONTHE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THEPERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY ANDNOT BE LIMITED TO NORMAL WORKING HOURS.6. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTIONREVIEW OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDEREVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN, OR NEARTHE CONSTRUCTION SITE.7. BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL EROSIONAND SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH NPDES PERMITREQUIREMENTS, BEST MANAGEMENT PRACTICES, STATE AND LOCAL REQUIREMENTSAND THE DETAILS SHOWN ON THE DETAIL SHEET(S) OF THE PROJECT PLANS.8. ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OFTHE CONTRACTOR.9. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTSOF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR ANDSHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE CITY. THIS SHALL INCLUDEALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETSSHALL BE OPEN TO TRAFFIC AT ALL TIMES.10. ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSEDGRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITYOWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERSREQUIREMENTS FOR TRAFFIC LOADING.11. EXISTING TOPOGRAPHY PROVIDED BY LOUCKS, TOPOGRAPHIC SURVEY DATED08/21/19.GENERAL NOTESSTREETS & RESTORATION1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROPRIATE SECTIONS OF THE MNDOTSPECIFICATIONS.2. SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2112. THE TOP 3 FEETSHALL BE COMPACTED TO 100% OF THE STANDARD PROCTOR DENSITY.3. AGGREGATE BASE SHALL BE MNDOT 2211 CLASS 5. COMPACTION SHALL BE BY THE QUALITYCOMPACTION METHOD.4.PLANT MIXED BITUMINOUS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT 2360.BITUMINOUS WEAR COURSE SHALL BE SPWEA240B. BITUMINOUS NON-WEAR COURSE SHALL BESPNWB230B. COMPACTION SHALL BE BY THE ORDINARY COMPACTION METHOD.5. CONCRETE CURB & GUTTER SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2531. CURING SHALLBE BY THE MEMBRANE CURING METHOD. EXPANSION JOINTS EVERY 200 FEET AND AT ALL FIXED OBJECTS.CONTRACTION JOINTS EVERY 10 FEET.6. CONCRETE WALK SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2521. CURING SHALL BE BY THEMEMBRANE CURING METHOD. EXPANSION JOINTS AT ALL FIXED OBJECTS. CONTRACTION JOINTS EVERY5 FEET.7. VALVE BOXES SHALL BE ADJUSTED AND LEFT 1/2 INCH BELOW FINISHED PAVEMENT GRADE.8. MANHOLE CASTINGS SHALL BE ADJUSTED AND LEFT 3/8 INCH BELOW FINISHED PAVEMENT GRADE.9. CATCH BASIN CASTINGS LOCATED IN THE CURB LINE SHALL BE ADJUSTED AND LEFT 1 INCH BELOWFINISHED GUTTER GRADE.10. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL CONSTRUCTION SIGNS, BARRICADES,WARNING LIGHTS, ETC., WHICH ARE NECESSARY FOR THE WARNING AND CONTROL OF TRAFFIC.FLAGMEN MAY BE NECESSARY.11. TURF ESTABLISHMENT SHALL BE IN ACCORDANCE WITH MNDOT 2575. SEEDING SHALL BE INACCORDANCE WITH MNDOT 3876. SEED MIX PER LANDSCAPE PLAN REQUIREMENTS. FERTILIZER IS TYPE1, ANALYSIS 20-10-10 NPK AT A RATE OF 400 POUNDS PER ACRE. MULCH IS TYPE I AND IS DISKANCHORED. WOOD FIBER BLANKET SHALL BE INSTALLED TO ALL AREAS 3:1 AND STEEPER. WOOD FIBERBLANKET SHALL BE CATEGORY 2, STRAW OR WOOD FIBER WITH NETTING ON ONE SIDE PER MNDOT3885.12. CONCRETE PAVEMENT SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2301. CURING SHALL BEBY THE MEMBRANE CURING METHOD. EXPANSION JOINTS AT ALL FIXED OBJECTS. CONTRACTION JOINTSEVERY 15' SPACING EACH DIRECTION, OR AS SPECIFIED BY THE ARCHITECTURAL PLANS.13. STAMPED CONCRETE SHALL INCLUDE PATTERN AND COLOR AS SPECIFIED BY THE ARCHITECTURALPLANS. VERIFY WITH CONCRETE SUPPLIER FOR COLOR PRIOR TO INSTALLATION. LAYOUT FRAMEWORKAND JOINTS PER THE SPECIFIED PATTERN AND CONSTRUCTION SEQUENCE. SAWCUT JOINTS IN SLAB ASPATTERN INDICATES.STREETS & RESTORATION1. PAVEMENT-MARKING PAINT: ALKYD-RESIN TYPE, READY-MIXED, COMPLYING WITH FS TT-P-115, TYPEI, OR AASHTO M-248, TYPE N.A. AVENDRA, LLC PREFERRED MANUFACTURERS:1. "SETFAST VINYL ACRYLIC WATERBORNE TRAFFIC MARKING PAINT”; SHERWIN-WILLIAMS CO.(800-321-8194)2. APPROVED SUBSTITUTIONB. COLORS:1. ALL STRIPING SHALL MEET THE MUTCD (MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES).2. RECOMMENDED COLORS, AS APPROVED BY LOCAL AUTHORITIES HAVING JURISDICTION:a. PARKING SPACES, STOP BARS, LANE OR CHEVRON STRIPING FOR TRAFFICMOVING IN THE SAME DIRECTION SHALL BE WHITE.b. LANE OR CHEVRON STRIPING FOR OPPOSING TRAFFIC SHALL BE YELLOW.c. ACCESSIBLE PARKING SPACES SHALL BE BLUE.C. PROCEED WITH PAVEMENT MARKING ONLY ON CLEAN, DRY SURFACES AND AT A MINIMUMAMBIENT OR SURFACED TEMPERATURE OF 40 DEGREES F FOR OIL-BASED MATERIALS, 50 DEGREES FFOR WATER-BASED MATERIALS AND NOT EXCEEDING 95 DEGREES F. 2. GENERAL: THE EXTENT OF PAVEMENT MARKING IS SHOWN ON THE DRAWINGS.3. ALLOW PAVING TO CURE FOR A MINIMUM OF 30 DAYS BEFORE STARTING MARKINGS.4. PREPARATION: SWEEP SURFACE WITH POWER BROOM SUPPLEMENTED BY HAND BROOMS TOELIMINATE LOOSE MATERIAL AND DUST.5. INSTALLATION - GENERALA.CONTROL POINTS FOR LOCATING STALL LINES SHALL BE VERIFIED WITH THE OWNER'SREPRESENTATIVE PRIOR TO ANY CHALKING AND PAINTING OPERATION.B.LINES AND ARROWS SHALL BE ACCURATELY MEASURED AND CHALKLINES AS TO LOCATION,DIRECTION, AND LENGTH BEFORE BEING PAINTED.C.LINES SHALL BE PAINTED WITH A MECHANICAL STRIPER CAPABLE OF PROVIDING CONTINUOUSPAINTED LINES 4" IN WIDTH WITH UNIFORM STRAIGHT EDGES. PARKING LOT STALL MARKINGLINES SHALL BE CONTINUOUS AND LOCATED AS SHOWN ON THE PLANS.D.HANDICAP STALL DIMENSIONAL MARKINGS AND SYMBOLS SHALL BE IN ACCORDANCE WITH[ANSI A117.1] [ADAAG], EXCEPT AS MODIFIED ON THE DRAWINGS.E. DIRECTIONAL ARROWS, STOP BARS AND HANDICAP SYMBOLS SHALL BE PAINTED AS SHOWN ONTHE DRAWINGS USING THE APPLICABLE TEMPLATES.6. APPLY PAINT PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTRUCTIONSUSING APPLICATION PROCEDURES APPROVED FOR THE PARTICULAR APPLICATION AND SUBSTRATETO THE SPECIFIED MINIMUM DRY FILM THICKNESS (MDF). APPLY EACH COAT TO UNIFORM FINISH.7. APPLY PAINT MARKINGS ON SURFACES THAT ARE DRY AND RAIN IS NOT EXPECTED WITHIN 24HOURS.8. APPLY 2 COATS AT 7 MILS FOR EACH COAT OR THE MANUFACTURER RECOMMENDED RATEWITHOUT ADDITION OF THINNER, WITH MAXIMUM 100 SQUARE FEET PER GALLON COVERAGE.APPLY WITH MECHANICAL EQUIPMENT TO PRODUCE UNIFORM STRAIGHT EDGES. AT SIDEWALKCURBS AND CROSSWALKS, USE STRAIGHTEDGE TO PROVIDE UNIFORM, CLEAN, AND STRAIGHTSTRIPE.9. CLEAN-UP: UPON COMPLETION OF THE WORK, CONTRACTOR SHALL PERFORM CLEAN-UP ASNECESSARY, ELIMINATING ANY INCORRECTLY PAINTED LINES OR SPILLS BY PAINT REMOVER ORPAINTING OVER WITH BLENDING COLOR, AND LEAVING THE AREA IN A NEAT AND FINISHEDCONDITION.SITE PLAN LEGENDCONCRETE SIDEWALK(SEE DETAIL 2034)STANDARD DUTY BITUMINOUS PAVEMENT(SEE DETAIL 2031)CONCRETE PAVEMENT(SEE DETAIL 2033)HEAVY DUTY BITUMINOUS PAVEMENT(SEE DETAIL 2032)PARKING STALL COUNTACCESSIBLE PARKING STALL2LEGENDCATCH BASINSTORM SEWERSANITARY SEWERWATERMAINSTORM MANHOLESANITARY MANHOLEHYDRANTGATE VALVESPOT ELEVATIONSIGNLIGHT POLEPOWER POLEWATER MANHOLE / WELLCONTOURCONCRETE CURBUNDERGROUND ELECTRICCONCRETETELEPHONE PEDESTALUNDERGROUND TELEPHONEUNDERGROUND GASOVERHEAD UTILITYCHAIN LINK FENCEBUILDINGRETAINING WALLNO PARKINGUNDERGROUND FIBER OPTICSANITARY SEWER SERVICEWATER SERVICEELECTRIC METERGAS METERTREE LINEEXISTING PROPOSED972DRAINTILEFORCEMAINPARKING SETBACK LINEBUILDING SETBACK LINE2FENCEFLARED END SECTIONPOST INDICATOR VALVEBENCHMARKSOIL BORINGDIRECTION OF FLOW1.0%972.5
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P1ARCHITECTURAL SITE PLAN0’ 32’ 64’ 128’ SCALE 1/64” = 1’-0”N !SSUMEDÏ4ENANTÏ#ITY4ENANT3&2ATIO3EATS2EQUIREDÏ0ARKING2EQUIREDÏ0ARKING$AYCARE ÏPERÏÏSF #OFFEE ÏPERÏÏSEATS %XERCISE ÏPERÏÏSF 2ESTAURANT ÏPERÏÏSEATS -ISC ÏPERÏÏSF 2ESTAURANT ÏPERÏÏSEATS -ISC ÏPERÏSF "ANK ÏPERÏÏSF 4OTAL0ROVIDEDÏ2EGULAR0ROVIDEDÏ!CCESSIBLE0ROVIDEDÏ4OTALÏ6IKINGSÏ0ARKWAYÏ
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855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P2BUILDING A - FLOOR PLAN0’ 8’ 16’ 32’ SCALE 1/16” = 1’-0”N
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P3BUILDING A - ELEVATIONS1 | NORTH ELEVATION2 | SOUTH ELEVATION 3 | SOUTH ELEVATION - PATIO4 | EAST ELEVATION - STOREFRONTS5 | WEST ELEVATION - REART.O. BRICK20’-0”T.O. PARAPET20’-0”T.O. STOREFRONT10’-0”T.O. STOREFRONT10’-0”T.O. BRICK19’-4”T.O. COMPOSITE METAL 22’-0”T.O. COMPOSITE METAL 20’-0”T.O. COMPOSITE METAL PANEL22’-0”T.O. STOREFRONT10’-0”T.O. METAL SCREEN19’-4”T.O. TRELLIS16’-0”T.O. COMPOSITE METAL PANEL20’-0”T.O. PARAPET18’-0”T.O. STOREFRONT10’-0”T.O. STOREFRONT10’-0”BRICK 1 - SMOOTH BRICKPERFORATED METALROOF CONNECTION ABOVEBRICK 1 - SMOOTH BRICKBRICK 1 - SMOOTH BRICKBRICK 2 - TEXTURED BRICKCOMPOSITE METAL PANEL - BRICK ALTCOMPOSITE METAL PANEL - BRICK ALTDECORATIVE ALUMINUMCOMPOSITE METAL PANEL - BRICK ALT0’ 8’ 16’ 32’ SCALE 1/16” = 1’-0”WOOD GRAIN ALUMINUM PANELWOOD GRAIN ALUMINUM PANELWOOD GRAIN ALUMINUM PANELDARK BRONZE ALUMINUM TRELLISROOF CONNECTION ABOVEDECORATIVE ALUMINUMTENANT SIGNAGE TO COMPLY WITH ZONING ORDINANCE. SIGNS SHOWN FOR REFERENCE ANGLED FACADEBUILDING A - MATERIAL CALCULATIONSNORTH SOUTH SOUTH - PATIO EAST WEST TOTALTOTAL SF1235 SF 611 SF 870 SF 2676 SF 3321 SF 8713 SFCLASS IBRICK, GLAZING 873 SF 71% 277 SF 45% 528 SF 61% 1991 SF 74% 2078 SF 69% 5961 SF 68%CLASS IICOMPOSITE METAL PANEL, WOOD GRAIN ALUM. 326 SF 26% 334 SF 55% 105 SF 12% 631 SF 24% 1029 SF 31% 2425 SF 28%CLASS IIIDECORATIVE ALUM., PERFORATED METAL 36 SF 3% --- --- 237 SF 27% 54 SF 2% --- --- 327 SF 4%
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P4BUILDING B - FLOOR PLAN0’ 8’ 16’ 32’ SCALE 1/16” = 1’-0”N
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P5BUILDING B - ELEVATIONS1 | NORTH ELEVATION - STOREFRONTS2 | SOUTH ELEVATION - REAR3 | EAST ELEVATION4 | WEST ELEVATION - PATIO5 | WEST ELEVATIONT.O. COMPOSITE METAL 20’-0”T.O. PARAPET20’-0”T.O. COMPOSITE METAL 22’-0”T.O. BRICK22’-0”T.O. COMPOSITE METAL22’-0”T.O. COMPOSITE METAL 20’-0”T.O. METAL SCREEN19’-4”T.O. STOREFRONT10’-0”T.O. TRELLIS16’-0”T.O. STOREFRONT10’-0”T.O. STOREFRONT10’-0”T.O. STOREFRONT10’-0”T.O. BRICK18’-0”PERFORATED METAL SCREENDARK BRONZE ALUMINUM TRELLIS BRICK 1 - SMOOTH BRICKBRICK 2 - TEXTURED BRICKCOMPOSITE METAL PANEL - BRICK ALT0’ 8’ 16’ 32’ SCALE 1/16” = 1’-0”BRICK 1 - SMOOTH BRICKCOMPOSITE METAL PANEL - BRICK ALTWOOD GRAIN ALUMINUM PANELROOF CONNECTION ABOVEWOOD GRAIN ALUMINUM PANELWOOD GRAIN ALUMINUM PANELWOOD GRAIN ALUMINUM PANELBRICK 1 - SMOOTH BRICKCOMPOSITE METAL PANEL - BRICK ALTROOF CONNECTION ABOVEDECORATIVE ALUMINUMANGLED FACADEBUILDING B - MATERIAL CALCULATIONSNORTH SOUTH EAST WEST - PATIO WEST TOTALTOTAL SF3551 SF 4222 SF 1235 SF 870 SF 611 SF 10,489 SFCLASS IBRICK, GLAZING 2707 SF 76% 3092 SF 73% 873 SF 71% 528 SF 61% 277 SF 45% 7477 SF 71%CLASS IICOMPOSITE METAL PANEL, WOOD GRAIN ALUM. 790 SF 22% 1130 SF 27% 326 SF 26% 105 SF 12% 334 SF 55% 2685 SF 26%CLASS IIIDECORATIVE ALUM., PERFORATED METAL 54 SF 2% --- --- 36 SF 3% 237 SF 27% --- --- 327 SF 3%TENANT SIGNAGE TO COMPLY WITH ZONING ORDINANCE. SIGNS SHOWN FOR REFERENCE
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P6BUILDING C - FLOOR PLAN0’ 8’ 16’ 32’ SCALE 1/16” = 1’-0”N
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P7BUILDING C - ELEVATIONS1 | NORTH ELEVATIONT.O. PARAPET14’-0”T.O. PARAPET14’-0”T.O. PARAPET16’-6”T.O. PARAPET14’-0”T.O. PARAPET14’-0”T.O. STOREFRONT8’-0”T.O. STOREFRONT8’-0”2 | SOUTH ELEVATION3 | EAST ELEVATION4 | WEST ELEVATIONBRICK 2 - TEXTURED BRICKBRICK 1 - SMOOTH BRICKCOMPOSITE METAL PANEL - BRICK ALTWOOD GRAIN ALUMINUM PANELBRICK 1 - SMOOTH BRICKFABRIC AWNINGBRICK 2 - TEXTURED BRICKBRICK 1 - SMOOTH BRICKFABRIC AWNING0’ 8’ 16’ 32’ SCALE 1/16” = 1’-0”WOOD GRAIN ALUMINUM PANELBUILDING C - MATERIAL CALCULATIONSNORTH SOUTH EAST WEST TOTALTOTAL SF1901 SF 2041 SF 868 SF 868 SF 5678 SFCLASS IBRICK, GLAZING 1712 SF 90% 1405 SF 69% 724 SF 83% 745 SF 86% 4586 SF 81%CLASS IICOMPOSITE METAL PANEL, WOOD GRAIN ALUM. --- --- 428 SF 21% 61 SF 7% 61 SF 7% 550 SF 10%CLASS VFABRIC AWNING 189 SF 10% 208 SF 10% 83 SF 10% 62 SF 7% 542 SF 9%TENANT SIGNAGE TO COMPLY WITH ZONING ORDINANCE. SIGNS SHOWN FOR REFERENCE
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P8TRASH ENCLOSURESIDE ELEVATIONBACK ELEVATIONFRONT ELEVATIONFLOOR PLANT.O. CMU6’-0”T.O. CMU6’-0”T.O. CMU6’-0”INTEGRALLY COLORED CMUINTEGRALLY COLORED CMUINTEGRALLY COLORED CMUINTEGRALLY COLORED ROCKFACE CMUINTEGRALLY COLORED ROCKFACE CMUMETAL GATE TO MATCH COMPOSITE METAL PANELINTEGRALLY COLORED ROCKFACE CMU0’ 2’ 4’ 8’ SCALE 1/4” = 1’-0”
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P9SIGNAGEFRONT ELEVATIONFLOOR PLAN0’ 2’ 4’ 8’ SCALE 1/4” = 1’-0”T.O. SIGN7’-0”T.O. BASE3’-0”CAST IN PLACE CONCRETEDARK BRONZE ALUMINUM METALMULTIPLE TENANT SIGNAGEPERFORATED METAL SCREENPROJECT SIGNAGE
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P10MATERIALSMATERIALS1. WOOD GRAIN ALUMINUM COMPOSITE METAL PANEL LONGBOARD DARK FIR2. PERFORATED METAL SLOTTED PERFORATION CHAMPAIGNE FINISH3. FABRIC AWNING SUNBRELLA TRESCO CLAY4. BRICK 1 - SMOOTH BRICK ENDICOTT MANGANESE IRONSPOT SMOOTH FINISH5. BRICK 2 - TEXTURED BRICK ENDICOTT MANGANESE IRONSPOT ARTISAN FINISH6. COMPOSITE ALUMINUM METAL PANEL DARK BRONZE7. INTEGRALLY COLORED SMOOTH CMU EBONY8. INTEGRALLY COLORED ROCKFACE CMU EBONY2222222222222114444455555555555555555555555555633333333333333333333333777888
PROPOSED BUILDINGFFE=895.00PROPOSED BUILDINGFFE=897.00PROPOSEDBUILDINGFFE=895.00
896.00INFILTRATION BASINNWL=DRYHWL=892.16BTM=891.20UNDERGROUNDINFILTRATION TANK 2(3) 52' - 36" PERF. CMP@ 0.00%WITH (2) HEADERSINV=884.00ROCK INV=883.50HWL=885.74UNDERGROUNDINFILTRATION TANK 1(3) 235' - 36" PERF. CMP@ 0.00%WITH (1) HEADERINV=884.40ROCK INV=883.90HWL=887.42
RETAINING WALLTC 892.0EOFLOUCKSW:\2008\08018B\CADD DATA\CIVIL\_dwg Sheet Files\C3-1 GRADING & DRAINAGE PLANPlotted: 10 /31 / 2019 9:10 AM7200 Hemlock Lane, Suite 300Maple Grove, MN 55369763.424.5505www.loucksinc.comPLANNINGCIVIL ENGINEERINGLAND SURVEYINGLANDSCAPE ARCHITECTUREENVIRONMENTALSUBMITTAL/REVISIONSPROFESSIONAL SIGNATUREQUALITY CONTROLCADD files prepared by the Consultant for this project areinstruments of the Consultant professional services for use solelywith respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completionof this project by others without written approval by theConsultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files forinformation and reference only. All intentional or unintentionalrevisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additionsor deletions and that party shall hold harmless and indemnify theConsultant from any & all responsibilities, claims, and liabilities.CADD QUALIFICATIONEAGAN MIXEDUSE855 NORTHWEST PARKWAYEAGAN, MNRSP ARCHITECTS1220 MARSHALL ST NEMINNEAPOLIS, MN 55413C1-1 EXISTING CONDITIONSC3-1 GRADING & DRAINAGE PLANC4-2 SANITARY & WATER PLANC2-1 SITE PLANL1-1TREE PRESERVATION PLAN10/16/2019CITY SUBMITTALC8-1 CIVIL DETAILSCONSTRUCTIONNOT FORC1-2 DEMOLITION PLANC3-2 SWPPPC3-3 SWPPP NOTESC4-1 STORM SEWER PLANC8-2 CIVIL DETAILSL2-1 LANDSCAPE PLANL3-1 LANDSCAPE DETAILSReview DateSHEET INDEXLicense No.Date I hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and thatI am a duly Licensed Professional Engineer under thelaws of the State of Minnesota.Vicki J. Van Dell - PE41352Project LeadDrawn ByChecked ByLoucks Project No.08018BVJVZHWVJV10/30/1910/31/2019REVISED CITY SUBMITTALNSCALE IN FEET040 80GRADING &DRAINAGEPLANC3-1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALLEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES INMAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 ATLEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFOREDIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.GRADING, DRAINAGE & EROSION CONTROL NOTES1. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET.ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONSSHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS.2. GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USINGLOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THEUNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNERTRACKS ARE RECOMMENDED.3. ALL DISTURBED AREAS TO BE REVEGETATED (SOD/SEED AND LANDSCAPING)SHALL HAVE 12-INCH MINIMUM DEPTH OF SOIL LOOSENING (E.G. SOIL RIPPING)AND 3-INCH MINIMUM DEPTH OF MNDOT 3890 GRADE 2 COMPOSTINCORPORATED INTO THE TOP 6-INCH DEPTH OF SOIL TO RESTORE SOILPERMEABILITY. THESE AREAS SHALL BE WATERED/MAINTAINED BY THECONTRACTOR UNTIL VEGETATION IS ESTABLISHED.4. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OFWALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADETRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL(NOT BOTTOM OF BURIED WALL COURSES).5. REFER TO THE REPORTS OF: GEOTECHNICAL EVALUATION REPORT, DATED07/31/08 AS PREPARED BY BRAUN FOR AN EXISTING SUBSURFACE SITECONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS.6. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTSOCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. AREGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.7. DUST MUST BE ADEQUATELY CONTROLLED.8. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS.GRADING & EROSION CONTROL NOTES1. THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALLNECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES,INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT FROM THE MPCA.2. INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFOREBEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCHAS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED ASGRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLSTHROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HASBEEN ESTABLISHED.3. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE MPCANPDES PERMIT. THE AREA TO BE DISTURBED SHALL BE MINIMIZED ANDTURF SHALL BE ESTABLISHED WITHIN THE TIME REQUIRED.4. ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH CRUSHEDROCK, AS DETAILED.5. CONTRACTOR SHALL STRIP, STOCKPILE AND RE-SPREAD EXISTING ON-SITETOPSOIL TO PROVIDE A UNIFORM THICKNESS ON ALL DISTURBED AREASTO BE SODDED OR SEEDED.6. EXISTING GRANULAR MATERIALS SHALL BE SEGREGATED AND STOCKPILEDFOR REUSE ON-SITE.7. GRADES SHOWN ARE FINISHED GRADES.8. FINAL GRADING TOLERANCES ARE +/- 0.2 FEET OF FINISH GRADES.9. UNDER PAVEMENTS COMPACT THE UPPER 3 FEET OF SUBGRADE TO 100%STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT AND95% STANDARD PROCTOR DENSITY BELOW THE UPPER 3 FEET OFSUBGRADE. OUTSIDE PAVEMENT AREAS COMPACT EMBANKMENTS TO 95%STANDARD PROCTOR DENSITY.10.TURF RESTORATION IS SEEDING AND SOD, AS SHOWN ON THE LANDSCAPEPLAN.11.SLOPES AT 3:1 OR STEEPER, AND/OR WHERE INDICATED ON THE PLANSHALL BE SEEDED AND HAVE A WOOD FIBER BLANKET INSTALLED OR MAYBE HYDROSEEDED WITH TACKIFER MULCH.12.ALL SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES AT GUTTERLINE, FACE OF BUILDING OR EDGE OF PAVEMENT UNLESS NOTEDOTHERWISE.13.SEE UTILITY PLAN FOR ADDITIONAL STORM SEWER INFORMATION.14.SEE SITE PLAN FOR FURTHER CURB AND BITUMINOUS TAPER LOCATIONS.SITE NOTES1. SEE ARCHITECTURAL PLANS FOR PATIO JOINTING PATTERN.SOIL LOOSENING & AMENDMENT NOTES1. CITY OF EAGAN REQUIRES THAT ALL DISTURBED PERVIOUS AREAS RECEIVESOIL COMPACTION REMEDIATION PRIOR TO FINAL STABILIZATION.IMPLEMENTATION DOCUMENTATION SHALL BE PROVIDED TO CITYWATER RESOURCES STAFF TO VERIFY APPROVED SOIL MANAGEMENTSTRATEGY COMPLIANCE. DOCUMENTATION INCLUDES BUT IS NOTLIMITED TO: ON-SITE SOIL SAMPLES, COMPACTION TESTING, AND SOILORGANIC CONTENT TEST RESULTS. CITY STAFF IS AVAILABLE PRIOR TOIMPLEMENTATION TO DISCUSS NECESSARY STEPS FOR COMPLIANCE.2. SOIL REMEDIATION SHALL OCCUR PRIOR TO ANY INSTALLATION OFIRRIGATION SYSTEM COMPONENTS, TREES, SHRUBS, SOD AND/OR SEED.3. ALL DISTURBED AREAS TO BE REVEGETATED (SOD/SEED ANDLANDSCAPING) SHALL HAVE 12-INCH MINIMUM DEPTH OF SOILLOOSENING (E.G. SOIL RIPPING) AND 3-INCH MINIMUM DEPTH OF4. MNDOT 3890 GRADE 2 COMPOST INCORPORATED INTO THE TOP 6-INCHDEPTH OF SOIL TO RESTORE SOIL PERMEABILITY.5. LOOSENED/AMENDED SOILS SHALL HAVE A MAXIMUM OF 200 PSI IN TOP12-INCHES (INSERTING A 12-INCH WIRE FLAG, BY HAND TO FULL DEPTH)AND A MINIMUM OF 5% ORGANIC CONTENT IN TOP 6-INCHES OF SOIL(VISUALLY BLACK-COLORED SOIL).6. CONTRACTOR SHALL PROVIDE MINIMUM OF 24-HOUR NOTICE TO CITYWATER RESOURCES SPECIALIST (651-675-5335 ORGTHOMPSON@CITYOFEAGAN.COM) TO ARRANGE INSPECTION OF SOILLOOSENING/AMENDMENT PROCESS TO VERIFY SOIL RESTORATIONCOMPLIANCE.NOTE:EXISTING CONDITIONS INFORMATIONSHOWN IS FROM A BOUNDARY &TOPOGRAPHIC SURVEY PROVIDED BYLOUCKS, DATED AUGUST 21, 2019.PARKING STALL COUNTACCESSIBLE PARKING STALL2LEGENDCATCH BASINSTORM SEWERSANITARY SEWERWATERMAINSTORM MANHOLESANITARY MANHOLEHYDRANTGATE VALVESPOT ELEVATIONSIGNLIGHT POLEPOWER POLEWATER MANHOLE / WELLCONTOURCONCRETE CURBUNDERGROUND ELECTRICCONCRETETELEPHONE PEDESTALUNDERGROUND TELEPHONEUNDERGROUND GASOVERHEAD UTILITYCHAIN LINK FENCEBUILDINGRETAINING WALLNO PARKINGUNDERGROUND FIBER OPTICSANITARY SEWER SERVICEWATER SERVICEELECTRIC METERGAS METERTREE LINEEXISTING PROPOSED972DRAINTILEFORCEMAINPARKING SETBACK LINEBUILDING SETBACK LINE2FENCEFLARED END SECTIONPOST INDICATOR VALVEBENCHMARKSOIL BORINGDIRECTION OF FLOW1.0%972.5
PROPOSED BUILDINGFFE=895.00PROPOSED BUILDINGFFE=897.00PROPOSEDBUILDINGFFE=895.00
INFILTRATION BASINNWL=DRYHWL=892.16BTM=891.20UNDERGROUNDINFILTRATION TANK 2(3) 52' - 36" PERF. CMP@ 0.00%WITH (2) HEADERSINV=884.00ROCK INV=883.50HWL=885.74UNDERGROUNDINFILTRATION TANK 1(3) 235' - 36" PERF. CMP@ 0.00%WITH (1) HEADERINV=884.40ROCK INV=883.90HWL=887.42
DOUBLE ROWSILT FENCESILT FENCEINLETPROTECTIONROCKCONSTRUCTIONENTRANCEEROSIONCONTROLBLANKETPOST CONSTRUCTIONSILT FENCELOUCKSW:\2008\08018B\CADD DATA\CIVIL\_dwg Sheet Files\C3-2 SWPPPPlotted: 10 /31 / 2019 9:10 AM7200 Hemlock Lane, Suite 300Maple Grove, MN 55369763.424.5505www.loucksinc.comPLANNINGCIVIL ENGINEERINGLAND SURVEYINGLANDSCAPE ARCHITECTUREENVIRONMENTALSUBMITTAL/REVISIONSPROFESSIONAL SIGNATUREQUALITY CONTROLCADD files prepared by the Consultant for this project areinstruments of the Consultant professional services for use solelywith respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completionof this project by others without written approval by theConsultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files forinformation and reference only. All intentional or unintentionalrevisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additionsor deletions and that party shall hold harmless and indemnify theConsultant from any & all responsibilities, claims, and liabilities.CADD QUALIFICATIONEAGAN MIXEDUSE855 NORTHWEST PARKWAYEAGAN, MNRSP ARCHITECTS1220 MARSHALL ST NEMINNEAPOLIS, MN 55413C1-1 EXISTING CONDITIONSC3-1 GRADING & DRAINAGE PLANC4-2 SANITARY & WATER PLANC2-1 SITE PLANL1-1TREE PRESERVATION PLAN10/16/2019CITY SUBMITTALC8-1 CIVIL DETAILSCONSTRUCTIONNOT FORC1-2 DEMOLITION PLANC3-2 SWPPPC3-3 SWPPP NOTESC4-1 STORM SEWER PLANC8-2 CIVIL DETAILSL2-1 LANDSCAPE PLANL3-1 LANDSCAPE DETAILSReview DateSHEET INDEXLicense No.Date I hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and thatI am a duly Licensed Professional Engineer under thelaws of the State of Minnesota.Vicki J. Van Dell - PE41352Project LeadDrawn ByChecked ByLoucks Project No.08018BVJVZHWVJV10/30/1910/31/2019REVISED CITY SUBMITTALNSCALE IN FEET040 80SWPPPC3-2WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALLEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES INMAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 ATLEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFOREDIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.SITE PLAN LEGENDSILT FENCEINLET PROTECTIONEXISTING DRAINAGE PATTERNPROPOSED DRAINAGE PATTERNRECEIVING WATERSNAME OF WATERBODYTYPE OFWATERBODYSPECIALWATERIMAIREDWATERPERMANENT STORMWATER MANAGEMENTINFILTRATIONSTORMWATER HARVEST AND REUSEFILTRATIONWET SEDIMENTATION BASINREGIONAL PONDINGESTIMATED QUANTITIESDESCRIPTION UNITTEMPORARY ROCK CONSTRUCTION ENTRANCEEASILT FENCE (STANDARD)LFINLET PROTECTIONEAQUANTITY12,01818WOODFIBER BLANKETSY±2,075EROSION CONTROL BLANKETXCITY OF EAGAN STORM SEWER (VIKINGS PKWY)BIOROLLBIOROLLLF ±0...NOTE:EXISTING CONDITIONS INFORMATIONSHOWN IS FROM A BOUNDARY &TOPOGRAPHIC SURVEY PROVIDED BYLOUCKS, DATED AUGUST 21, 2019.PARKING STALL COUNTACCESSIBLE PARKING STALL2LEGENDCATCH BASINSTORM SEWERSANITARY SEWERWATERMAINSTORM MANHOLESANITARY MANHOLEHYDRANTGATE VALVESPOT ELEVATIONSIGNLIGHT POLEPOWER POLEWATER MANHOLE / WELLCONTOURCONCRETE CURBUNDERGROUND ELECTRICCONCRETETELEPHONE PEDESTALUNDERGROUND TELEPHONEUNDERGROUND GASOVERHEAD UTILITYCHAIN LINK FENCEBUILDINGRETAINING WALLNO PARKINGUNDERGROUND FIBER OPTICSANITARY SEWER SERVICEWATER SERVICEELECTRIC METERGAS METERTREE LINEEXISTING PROPOSED972DRAINTILEFORCEMAINPARKING SETBACK LINEBUILDING SETBACK LINE2FENCEFLARED END SECTIONPOST INDICATOR VALVEBENCHMARKSOIL BORINGDIRECTION OF FLOW1.0%972.5SITE VICINITY MAP*PROJECT SITEROCK CONSTRUCTION ENTRANCE
PROPOSED BUILDINGFFE=895.00PROPOSED BUILDINGFFE=897.00PROPOSEDBUILDINGFFE=895.00
INFILTRATION BASINNWL=DRYHWL=892.16BTM=891.20UNDERGROUNDINFILTRATION TANK 2(3) 52' - 36" PERF. CMP@ 0.00%WITH (2) HEADERSINV=884.00ROCK INV=883.50HWL=885.74UNDERGROUNDINFILTRATION TANK 1(3) 235' - 36" PERF. CMP@ 0.00%WITH (1) HEADERINV=884.40ROCK INV=883.90HWL=887.42
STMH 301RIM= 896.36INV= 882.55 (12") EINV=882.55 (12") SSTMH 101RIM= 896.41INV= 884.60 (18") WINV=882.60 (18") SSTMH 100RIM= 893.53INV= 880.50 (18") NINV= 883.75 (15") WINV=880.50 (18") SW18" CMP OUTLETINV=885.20 (18") ECBMH 201RIM=891.00INV=886.05 (12") EINV=886.05 (12") NSUMP=882.05CB 202RIM= 891.50INV=886.50 (12") WCBMH 106RIM= 893.30INV=889.30 (12") SCBMH 105RIM= 892.70INV= 887.94 (12") NINV=887.74 (15") SCONNECT TO EX. 18" STUBINV= 879.30 (18") NECBMH 102RIM=892.70INV=885.95 (15") EINV=887.42 (15") NINV=885.95 (18") NSUMP=881.95CBMH 103RIM= 892.70INV= 887.41 (12") EINV=887.21 (15") WCB 104RIM= 892.70INV=888.70 (12") WCONNECT TO EX. CBINV= 877.96 (12") NWCBMH 302RIM= 889.06INV=886.00 (12") W123 LF 15" HDPE@ 1.02%125 LF 12" HDPE@ 1.04%33 LF 15" HDPE@ 0.98%138 LF 12" HDPE@ 0.99%36 LF 18" CMP@ 1.68%212 LF 18" HDPE@ 0.99%86 LF 18" RCP@ 1.39%246 LF 12" RCP@ 1.40%296 LF 12" RCP@ 1.40%45 LF 12" HDPE@ 1.00%STMH 200RIM= 893.87INV= 885.00 (12") WINV= 884.75 (12") SINV=884.55 (15") ECB 400RIM= 892.00INV=886.00 (12") E12" CMP OUTLETINV=884.80 (12") N102 LF 12" HDPE@ 0.98%41 LF 15" HDPE@ 1.95%6 LF 12" CMP@ 0.83%18" CMP INLETINV= 885.90 (18") SSTMH 300RIM= 887.90INV= 878.40 (12") NINV=878.40 (12") SE27 LF 12" RCP@ 1.61%6 LF 12" CMP@ 0.83%9 LF 18" CMP@ 0.57%12" CMP INLETINV= 886.00 (12") SCB 502RIM= 896.60INV=892.60 (12") E77 LF 12" HDPE@ 1.95%STMH 501RIM= 898.00INV= 891.10 (12") WINV=891.10 (12") S65 LF 12" HDPE@ 2.01%CBMH 500RIM=895.50INV=889.80 (12") NINV=887.33 (12") SWSUMP=883.3346 LF 12" CMP@ 2.00%12" CMP INLETINV= 886.40 (12") NERAIN GUARDIANRAIN GUARDIANPROPOSED DRAINAGE &UTILITY EASEMENTPROPOSED DRAINAGE &UTILITY EASEMENTLOUCKSW:\2008\08018B\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 STORM SEWER PLANPlotted: 10 /31 / 2019 9:10 AM7200 Hemlock Lane, Suite 300Maple Grove, MN 55369763.424.5505www.loucksinc.comPLANNINGCIVIL ENGINEERINGLAND SURVEYINGLANDSCAPE ARCHITECTUREENVIRONMENTALSUBMITTAL/REVISIONSPROFESSIONAL SIGNATUREQUALITY CONTROLCADD files prepared by the Consultant for this project areinstruments of the Consultant professional services for use solelywith respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completionof this project by others without written approval by theConsultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files forinformation and reference only. All intentional or unintentionalrevisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additionsor deletions and that party shall hold harmless and indemnify theConsultant from any & all responsibilities, claims, and liabilities.CADD QUALIFICATIONEAGAN MIXEDUSE855 NORTHWEST PARKWAYEAGAN, MNRSP ARCHITECTS1220 MARSHALL ST NEMINNEAPOLIS, MN 55413C1-1 EXISTING CONDITIONSC3-1 GRADING & DRAINAGE PLANC4-2 SANITARY & WATER PLANC2-1 SITE PLANL1-1TREE PRESERVATION PLAN10/16/2019CITY SUBMITTALC8-1 CIVIL DETAILSCONSTRUCTIONNOT FORC1-2 DEMOLITION PLANC3-2 SWPPPC3-3 SWPPP NOTESC4-1 STORM SEWER PLANC8-2 CIVIL DETAILSL2-1 LANDSCAPE PLANL3-1 LANDSCAPE DETAILSReview DateSHEET INDEXLicense No.Date I hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and thatI am a duly Licensed Professional Engineer under thelaws of the State of Minnesota.Vicki J. Van Dell - PE41352Project LeadDrawn ByChecked ByLoucks Project No.08018BVJVZHWVJV10/30/1910/31/2019REVISED CITY SUBMITTALNSCALE IN FEET040 80STORM SEWERPLANC4-1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALLEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES INMAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 ATLEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFOREDIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.UTILITY NOTES1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BEFURNISHED AND INSTALLED PER THE REQUIREMENTS OF THESPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCALGOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THECITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION.2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINEGRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THEREQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICALREPORT.3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THEREQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITYDEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENTAND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, ORWORK IMPACTING PUBLIC UTILITIES.4. ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALLTERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED.5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OFHORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESSOTHERWISE NOTED.6. PROPOSED PIPE MATERIALS:STORM SEWER RCP, HDPE 12" TO 18" DIAMETER7. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS,LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUSTBE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.28208. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BEGASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700).APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHTCONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES.9. COORDINATE UTILITY CONSTRUCTION WITH RETAINING WALLCONTRACTOR AND EITHER INSTALL STORM SEWER AS WALL IS BEINGINSTALLED OR REPLACE TIE BACKS DAMAGED AS A RESULT OF INSTALLINGSTORM SEWER.STORM SEWER NOTES1. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITHMNDOT SPECIFICATIONS 2501-2511. ALL CONCRETE PIPE JOINTSSHALL HAVE RUBBER 'O' RING GASKETS. ALL PLASTIC PIPE SHALLHAVE RUBBER GASKETS.2. CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY COREDRILLING THE MANHOLE AT THE PROPOSED INVERT ELEVATIONSAND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT ANDFORM AN INVERT FOR THE NEW SEWER LINE.3. ALL STORM SEWER MANHOLES SHALL BE SUPPLIED WITH AMINIMUM 4 INCHES AND MAXIMUM 10 INCHES OF CONCRETEADJUSTING RINGS. RINGS SHALL BE SET IN A MOTOR BED ANDGROUTED SMOOTH ON THE INSIDE.4. PIPE BEDDING SHALL BE CLASS C-1.5. TRENCH COMPACTION SHALL BE 95% STANDARD PROCTORDENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OFFINISHED GRADE AND 100% IN THE FINAL 3 FEET OF THE BACKFILLTO FINISH GRADE.6. EXISTING CASTINGS SHALL BE RAISED TO WITHIN 0.1' OF FINISHEDGRADE.STMH 300CBMH 202CBMH 201CBMH 106CBMH 105CB 104STMH 10048" PRECASTR-3067R-16422'x3' PRECASTSTMH 301STORM SEWER SCHEDULESTRUCTURE NO.CASTING MANHOLE SIZECBMH 102CBMH 103STMH 10148" PRECAST48" PRECASTR-3067R-306748" PRECASTR-306748" PRECASTR-164248" PRECASTR-306748" PRECASTR-164248" PRECASTR-2557-A48" PRECASTR-1642232DETAIL #231203203203203203203203203NOTE:EXISTING CONDITIONS INFORMATIONSHOWN IS FROM A BOUNDARY &TOPOGRAPHIC SURVEY PROVIDED BYLOUCKS, DATED AUGUST 21, 2019.PARKING STALL COUNTACCESSIBLE PARKING STALL2LEGENDCATCH BASINSTORM SEWERSANITARY SEWERWATERMAINSTORM MANHOLESANITARY MANHOLEHYDRANTGATE VALVESPOT ELEVATIONSIGNLIGHT POLEPOWER POLEWATER MANHOLE / WELLCONTOURCONCRETE CURBUNDERGROUND ELECTRICCONCRETETELEPHONE PEDESTALUNDERGROUND TELEPHONEUNDERGROUND GASOVERHEAD UTILITYCHAIN LINK FENCEBUILDINGRETAINING WALLNO PARKINGUNDERGROUND FIBER OPTICSANITARY SEWER SERVICEWATER SERVICEELECTRIC METERGAS METERTREE LINEEXISTING PROPOSED972DRAINTILEFORCEMAINPARKING SETBACK LINEBUILDING SETBACK LINE2FENCEFLARED END SECTIONPOST INDICATOR VALVEBENCHMARKSOIL BORINGDIRECTION OF FLOW1.0%972.52'x3' PRECASTSTMH 200R-164248" PRECAST203232231CBMH 302 48" PRECASTR-4342203CB 400 48" PRECASTR-2534203R-2557-ACBMH 500STMH 501CB 502R-1642 48" PRECAST20348" PRECAST20348" PRECAST231R-4342R-4342
PROPOSED BUILDINGFFE=895.00PROPOSED BUILDINGFFE=897.00PROPOSEDBUILDINGFFE=895.00
INFILTRATION BASINNWL=DRYHWL=892.16BTM=891.20UNDERGROUNDINFILTRATION TANK 2(3) 52' - 36" PERF. CMP@ 0.00%WITH (2) HEADERSINV=884.00ROCK INV=883.50HWL=885.74UNDERGROUNDINFILTRATION TANK 1(3) 235' - 36" PERF. CMP@ 0.00%WITH (1) HEADERINV=884.40ROCK INV=883.90HWL=887.42
MH 4RIM=896.56INV=880.00-EINV=880.00-NINV=879.90-SMH 2RIM=893.58INV=882.80-NINV=882.70-WMH 1RIM=892.99INV=873.70-NWINV=880.60-EINV=873.60-SMH 3RIM=891.36INV=875.55-NINV=875.45-SE6" SANITARY SERVICEINV=885.00-W6" SANITARY SERVICEINV=883.00-SCONNECT TO EX. 8" PVC STUBINV=873.06-N217 LF 6" PVC@ 2.00%27 LF 8" PVC@ 2.03%10 LF 6" PVC@ 2.10%6" SANITARYSERVICEINV=893.00 - W6" WYECONNECT TOEX. 8" DIP STUBWITH 8" GV6" COMBINEDWATER SERVICE6" COMBINEDWATER SERVICE6" COMBINEDWATER SERVICECONNECT TOEX. 8" DIP STUBWITH 8" GVFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTWM TEEWM TEEWM TEEWM TEEWM TEEWM TEE8" DIP WM6" DIP WM8" DIP WM
8" DIP WM 8" DIP WM6" DIP WM 8" DIP WM8" DIP WM22.5° BEND10'10'10'10'10'10'110 LF 6" PVC@ 2.00%6" PVC STUBINV=882.20-SPROPOSED DRAINAGE &UTILITY EASEMENTPROPOSED DRAINAGE &UTILITY EASEMENTLOUCKSW:\2008\08018B\CADD DATA\CIVIL\_dwg Sheet Files\C4-2 SANITARY & WATER PLANPlotted: 10 /31 / 2019 9:10 AM7200 Hemlock Lane, Suite 300Maple Grove, MN 55369763.424.5505www.loucksinc.comPLANNINGCIVIL ENGINEERINGLAND SURVEYINGLANDSCAPE ARCHITECTUREENVIRONMENTALSUBMITTAL/REVISIONSPROFESSIONAL SIGNATUREQUALITY CONTROLCADD files prepared by the Consultant for this project areinstruments of the Consultant professional services for use solelywith respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completionof this project by others without written approval by theConsultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files forinformation and reference only. All intentional or unintentionalrevisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additionsor deletions and that party shall hold harmless and indemnify theConsultant from any & all responsibilities, claims, and liabilities.CADD QUALIFICATIONEAGAN MIXEDUSE855 NORTHWEST PARKWAYEAGAN, MNRSP ARCHITECTS1220 MARSHALL ST NEMINNEAPOLIS, MN 55413C1-1 EXISTING CONDITIONSC3-1 GRADING & DRAINAGE PLANC4-2 SANITARY & WATER PLANC2-1 SITE PLANL1-1TREE PRESERVATION PLAN10/16/2019CITY SUBMITTALC8-1 CIVIL DETAILSCONSTRUCTIONNOT FORC1-2 DEMOLITION PLANC3-2 SWPPPC3-3 SWPPP NOTESC4-1 STORM SEWER PLANC8-2 CIVIL DETAILSL2-1 LANDSCAPE PLANL3-1 LANDSCAPE DETAILSReview DateSHEET INDEXLicense No.Date I hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and thatI am a duly Licensed Professional Engineer under thelaws of the State of Minnesota.Vicki J. Van Dell - PE41352Project LeadDrawn ByChecked ByLoucks Project No.08018BVJVZHWVJV10/30/1910/31/2019REVISED CITY SUBMITTALNSCALE IN FEET040 80SANITARY &WATER PLANC4-2WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALLEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES INMAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 ATLEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFOREDIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.UTILITY NOTES1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BEFURNISHED AND INSTALLED PER THE REQUIREMENTS OF THESPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCALGOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THECITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION.2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINEGRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THEREQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICALREPORT.3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THEREQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITYDEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENTAND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, ORWORK IMPACTING PUBLIC UTILITIES.4. ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALLTERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED.5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OFHORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESSOTHERWISE NOTED.6. PROPOSED PIPE MATERIALS:WATERMAIN DIP CL 52 6" TO 8" DIAMETERSANITARY SEWER PVC 6" TO 8" DIAMETERNOTE:EXISTING CONDITIONS INFORMATIONSHOWN IS FROM A BOUNDARY &TOPOGRAPHIC SURVEY PROVIDED BYLOUCKS, DATED AUGUST 21, 2019.PARKING STALL COUNTACCESSIBLE PARKING STALL2LEGENDCATCH BASINSTORM SEWERSANITARY SEWERWATERMAINSTORM MANHOLESANITARY MANHOLEHYDRANTGATE VALVESPOT ELEVATIONSIGNLIGHT POLEPOWER POLEWATER MANHOLE / WELLCONTOURCONCRETE CURBUNDERGROUND ELECTRICCONCRETETELEPHONE PEDESTALUNDERGROUND TELEPHONEUNDERGROUND GASOVERHEAD UTILITYCHAIN LINK FENCEBUILDINGRETAINING WALLNO PARKINGUNDERGROUND FIBER OPTICSANITARY SEWER SERVICEWATER SERVICEELECTRIC METERGAS METERTREE LINEEXISTING PROPOSED972DRAINTILEFORCEMAINPARKING SETBACK LINEBUILDING SETBACK LINE2FENCEFLARED END SECTIONPOST INDICATOR VALVEBENCHMARKSOIL BORINGDIRECTION OF FLOW1.0%972.5
LOUCKSW:\2008\08018B\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-1 LANDSCAPE PLANPlotted: 10 /31 / 2019 9:11 AM7200 Hemlock Lane, Suite 300Maple Grove, MN 55369763.424.5505www.loucksinc.comPLANNINGCIVIL ENGINEERINGLAND SURVEYINGLANDSCAPE ARCHITECTUREENVIRONMENTALSUBMITTAL/REVISIONSPROFESSIONAL SIGNATUREQUALITY CONTROLCADD files prepared by the Consultant for this project areinstruments of the Consultant professional services for use solelywith respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completionof this project by others without written approval by theConsultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files forinformation and reference only. All intentional or unintentionalrevisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additionsor deletions and that party shall hold harmless and indemnify theConsultant from any & all responsibilities, claims, and liabilities.CADD QUALIFICATIONEAGAN MIXEDUSE855 NORTHWEST PARKWAYEAGAN, MNRSP ARCHITECTS1220 MARSHALL ST NEMINNEAPOLIS, MN 55413C1-1 EXISTING CONDITIONSC3-1 GRADING & DRAINAGE PLANC4-2 SANITARY & WATER PLANC2-1 SITE PLANL1-1TREE PRESERVATION PLAN10/16/2019CITY SUBMITTALC8-1 CIVIL DETAILSCONSTRUCTIONNOT FORC1-2 DEMOLITION PLANC3-2 SWPPPC3-3 SWPPP NOTESC4-1 STORM SEWER PLANReview DateSHEET INDEXLicense No.Date I hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and thatI am a duly Licensed Landscape Architect under the lawsof the State of Minnesota.Gregory A. Johnson - LAProject LeadDrawn ByChecked ByLoucks Project No.2461008018BVJVGAJVJV10/30/19C8-2 CIVIL DETAILSL2-1 LANDSCAPE PLANL3-1 LANDSCAPE DETAILS10/31/2019REVISED CITY SUBMITTALTREEPRESERVATIONPLANL1-1NSCALE IN FEET040 80NOTE:EXISTING CONDITIONS INFORMATIONSHOWN IS FROM A BOUNDARY &TOPOGRAPHIC SURVEY PROVIDED BYLOUCKS, DATED AUGUST 21, 2019.LEGEND:PSIGNIFICANT TREE TO BE RETAINED /PROTECTED2" X 4" WOOD STAKE, POSITIONED ASNOTED. STRING 4' HIGH, ORANGE POLYETHYLENE LAMINAR SAFETY NETTING BETWEEN WOOD STAKES PLACED 5' ON CENTER AND PLACEDEXISTING GRADEEXISTING TREE TO REMAINBETWEEN TREE PROTECTION ANDDRIP EDGE OF TREEDISTURBED AREAS.CONSTRUCTION / GRADING LIMITS4SIGNIFICANT TREE TABLEDISPOSITIONSPECIES DIAM / HT2TREE #1MAPLE34567810"9101210"1118"131412"15161712"181920222118"14"14"12"SAVEDSAVEDSAVEDSAVEDSAVEDSAVEDSAVEDSAVED12"REMOVED / MITIGATEREMOVED / MITIGATEREMOVED12"8"PINEREMOVED / MITIGATEREMOVEDREMOVEDREMOVEDREMOVEDREMOVEDREMOVEDREMOVEDXXXXXPPPXXXXXXXXXP12345678910111213141516171819202122XSIGNIFICANT TREE TO BE REMOVED25SIGNIFICANT TREE TO BE RETAINED8X21DECIDUOUSDECIDUOUSDECIDUOUSDECIDUOUSDECIDUOUSDECIDUOUSDECIDUOUSDECIDUOUSDECIDUOUSDECIDUOUSELMCOTTONWOODOAKOAKPINEPINEPINEPINEPINESAVEDSAVEDSAVED16"10"10"10"25' HTOAK25' HT25' HT25' HT25' HT25' HT8"10"10"10"10"10"EXISTING SIGNIFICANT TREES 22 256"30% ALLOWED REMOVAL 77"SIGNIFICANT TREES TO BE REMOVED 11 110"TREE INVENTORY SUMMARY:DECIDUOUS - 12" CAL.TREES TO BE MITIGATED TREE REPLACEMENT SCHEDULE(2) CATEGORY BTREES TO BE MITIGATED 33"TREESTOTALCAL. INCHESTOTALDECIDUOUS - 12" CAL. (2) CATEGORY BDECIDUOUS - 10" CAL. (2) CATEGORY B
LOUCKSW:\2008\08018B\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-1 LANDSCAPE PLANPlotted: 10 /31 / 2019 9:11 AM7200 Hemlock Lane, Suite 300Maple Grove, MN 55369763.424.5505www.loucksinc.comPLANNINGCIVIL ENGINEERINGLAND SURVEYINGLANDSCAPE ARCHITECTUREENVIRONMENTALSUBMITTAL/REVISIONSPROFESSIONAL SIGNATUREQUALITY CONTROLCADD files prepared by the Consultant for this project areinstruments of the Consultant professional services for use solelywith respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completionof this project by others without written approval by theConsultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files forinformation and reference only. All intentional or unintentionalrevisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additionsor deletions and that party shall hold harmless and indemnify theConsultant from any & all responsibilities, claims, and liabilities.CADD QUALIFICATIONEAGAN MIXEDUSE855 NORTHWEST PARKWAYEAGAN, MNRSP ARCHITECTS1220 MARSHALL ST NEMINNEAPOLIS, MN 55413C1-1 EXISTING CONDITIONSC3-1 GRADING & DRAINAGE PLANC4-2 SANITARY & WATER PLANC2-1 SITE PLANL1-1TREE PRESERVATION PLAN10/16/2019CITY SUBMITTALC8-1 CIVIL DETAILSCONSTRUCTIONNOT FORC1-2 DEMOLITION PLANC3-2 SWPPPC3-3 SWPPP NOTESC4-1 STORM SEWER PLANReview DateSHEET INDEXLicense No.Date I hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and thatI am a duly Licensed Landscape Architect under the lawsof the State of Minnesota.Gregory A. Johnson - LAProject LeadDrawn ByChecked ByLoucks Project No.2461008018BVJVGAJVJV10/30/19C8-2 CIVIL DETAILSL2-1 LANDSCAPE PLANL3-1 LANDSCAPE DETAILS10/31/2019REVISED CITY SUBMITTALNSCALE IN FEET040 80LANDSCAPEPLANL2-1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALLEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES INMAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 ATLEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFOREDIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.GENERAL NOTESCONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALLINSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONSRELATING TO THE NATURE AND SCOPE OF WORK.VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THEATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIESWHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THEPROJECT'S LAYOUT.ASSURE COMPLIANCE WITH ALL APPLICABLE CODES ANDREGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED.CONTRACTOR SHALL PROTECT ALL EXISTING ROADS,CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURINGPLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIREDAT NO COST TO THE OWNER.CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALLUNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THENECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION /MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE).ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DONOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TOREMAIN.EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER ANDOTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIEDTO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFYANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION ANDNOTIFY LANDSCAPE ARCHITECT OF SAME.THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILSAND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIREDTO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TOMINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE INALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT.GROUNDCOVER LEGENDSOD / TOPSOIL - SEE NOTESRAIN GARDEN - PERENNIAL GRASSESAND FORBESLANDSCAPE LEGENDEXISTING TREES TO REMAINOVERSTORY TREESORNAMENTAL TREESCONIFEROUS SHRUBSDECIDUOUS SHRUBSGRASSES / PERENNIALSIRRIGATION LIMITSOVERSTORY TREESORNAMENTAL TREESEVERGREEN TREESSHRUBSPERENNIALSLAWNTOTALDRAFT LANDSCAPING COSTSLANDSCAPING REQUIREMENTSMINIMUM REQUIRED PLANT MATERIAL: 3% OF THE VALUE OF THEBUILDINGS, NOT INCLUDING THE COST OF LAND AND SITEIMPROVEMENTSESTIMATED COST OF BUILDINGS $2,977,300MINIMUM REQUIRED COST OF PLANT MATERIAL $89,319ADDITIONAL TREE REMOVAL MITIGATION -(6) CATEGORY B TREES $3,300TOTAL REQUIRED PLANT MATERIAL $92,619TOTAL COST OF PROPOSED PLANT MATERIAL $105,545PLANT MATERIALQUANTITY ESTIMATED COSTPRINCE OF WALES JUNIPERJuniperus horizontalis 'Prince of Wales'#5 CONTTAUNTON YEWTaunton x media 'Taunton'#5 CONTSEA GREEN JUNIPERJuniperus chinensis 'Sea Green'#5 CONTSCANDIA JUNIPERJuniperus sabina 'Scandia'#5 CONTMANEY JUNIPERJuniperus chinensis 'Maneyi'#5 CONTH 4-6' W 3-5'H 18" W 3-5'H 4-5' W 5-6'H 6" W 5-6'H 3' W 3-4'BLUE STAR JUNIPERJuniperus squamata 'Blue Star'#5 CONTH 24" W 4'ANDORRA COMPACT JUNIPERJuniperus horizontalis 'Plumosa Compacta'#5 CONTH 12" W 4-5'TECHNITO ARBORVITAEThuja occidentalis 'Bailjohn' (PP15,850)#5 CONTH 8-10' W 4-5'BLACK CHOKEBERRYAronia melanocarpa elata #5 CONTDWARF EUROPEAN VIBURNUMViburnum opulus 'Nanum' #5 CONTBLUE MUFFIN VIBURNUMViburnum dentatum 'Christom' #5 CONTARCTIC FIRE DOGWOODCornus stononifera 'Fallow' (PPAF) #5 CONTRED GNOME DOGWOODCornus alba sibirica 'Red Gnome' #5 CONTH 3-4' W 3'H 3' W 3'H 2-3' W 3'H 4-6' W 4-6'H 24" W 2-3'H 5-7' W 5-7'H 5-6' W 3-4'H 3-4' W 4-5'ISANTI DOGWOODCornus sericea 'Isanti' #5 CONTH 5-6' W 8-10'GRO-LOW FRAGRANT SUMACRhus aromatica 'Gro-Low' #5 CONTH 24" W 6-8'EMERALD MOUND HONEYSUCKLELonicera xylosteum 'Emerald Mound' #5 CONTH 2-3' W 4-6'MISS KIM LILACSyringa patula 'Miss Kim'#5 CONTH 6-8' W 5-6'RIVER BIRCH2-1/2" CAL B.B.Betula nigraH 40-60' W 30-40'RUSSIAN SAGE 'PEEK-A-BLUE' Perovskia atripicifolia 'Peek-A-Blue'#1 CONT24" O.C.HETZ MIDGET ARBORVITAEThuja occidentalis 'Hetz Midget'#5 CONTH 2-3' W 2-3'PRAIRIE DROPSEEDSporobolus heterolepsis#1 CONT24" O.C.(clump H 6')TECHNY GLOBE ARBORVITAEThuja occidentalis 'Techny Globe'#5 CONTH 3-5' W 3-5'PARKWAY NORWAY MAPLE2-1/2" CAL B.B.Acer platanoides 'Parkway Norway'H 40' W 25'SPRING SNOW CRABAPPLEPinus strobus6' HT H 50-80' W 30-40'WHITE PINESTELLA DE ORO DAYLILYHemerocallis 'Stella de Oro'#1 CONT24" O.C.2-1/2" CAL B.B.Populus tremuloidesH 40-60' W 20-30'QUAKING ASPEN2-1/2" CAL B.B.Ulmus carpinifolia 'New Horizon'H 50-60' W 30-40'NEW HORIZON ELMCONIFEROUS SHRUBSIRRIGATION NOTESVERIFY EXISTING AND PROPOSED IRRIGATION SYSTEM LAYOUT ANDCONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYINGSHOP DRAWINGS.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDINGAN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THESCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BYTHE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/ORINSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTOR'SRESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTEDAREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREASDIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION.THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH ANIRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITECONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS.IRRIGATION SYSTEM SHALL NOT ACROSS PAVEMENT. THE SYSTEMSHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM IF ARAIN SYSTEM IS NOT ALREADY INSTALLED ON THE EXISTING SYSTEM.PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATEREDREGULARLY UNTIL PLANTING/SOD/SEED HAS BEEN ESTABLISHED.NORTHERN PIN OAKQuercus ellipsoidalis2-1/2" CAL B.B.2-1/2" CAL B.B.COMMON HACKBERRYCeltis occidentalisBLACK HILLS SPRUCEPicea glauca densata6' HTCONIFEROUS TREESSUGGESTED PLANT LISTIMPERIAL HONEYLOCUSTSIZECOMMON NAMESCIENTIFIC NAMECOMMENTS2-1/2" CAL B.B.2-1/2" CAL B.B.BOULEVARD LINDEN2-1/2" CAL B.B.RED SUNSET MAPLEAcer rubrum 'Franksred'Tilia americana 'Boulevard'Gleditsia triacanthos inermis 'Impcole'OVERSTORY TREESAUSTRIAN PINEPinus nigra6' HTMalus 'Spring Snow'ORNAMENTAL TREESPRAIRIE ROSE CRABAPPLEMalus 'Prairie Rose'1-1/2" CAL B.B.1-1/2" CAL B.B.IVORY SILK LILACSyringa reticulata 'Ivory Silk'1-1/2" CAL B.B.H 50-60' W 25-30'H 45' W 35'H 40-50' W 30-35'H 50-75' W 50'H 30-35' W 30-35'2-1/2" CAL B.B.REDMOND LINDENTilia americana 'Redmond'H 40-60' W 30'H 25-30' W 15-20'H 20' W 20'H 25' W 15'H 30-40' W 20-30'H 50-60' W 30-40'2-1/2" CAL B.B.ARMSTRONG MAPLEAcer freeemanii 'Armstrong' H 45' W 15'GRASSES / PERENNIALSDWARF BUSH HONEYSUCKLEDiervilla loniceraDECIDUOUS SHRUBSTOR SPIREASpirea betulifolia 'Tor'#5 CONT#5 CONTLITTLE PRINCESS SPIREASpirea japonica 'Little Princess' #5 CONTROYAL STANDARD HOSTAHosta 'Royal Standard'#1 CONTKARL FOERSTER GRASSCalamagrostis aculiflora 'Karl Foerster'#1 CONTPARDON ME DAYLILYHemerocallis 'Pardon Me'#1 CONTAUTUMN FIRE SEDUMSedum x 'Autumn Fire'#1 CONT24" O.C.24" O.C.24" O.C.18" O.C. 4329214842205877 S.Y.$23,650$11,600$9,450 $26,620$4,840$29,385$105,545IRRIGATIONEDGINGBOULDERSMISC. LANDSCAPE COSTS QUANTITY ESTIMATED COSTLUMP SUMLUMP SUMLUMP SUM$80,000$1,200$5,000DAYCAREOUTDOORPLAY AREA PLAZAMONUMENTSIGNLAWNLAWNLAWNLAWNLAWNLAWNCONIFEROUS TREESWETLAND NATIVE SEED MIXRAINGARDEN
LANDSCAPE INSTALLATIONCOORDINATE THE PHASES OF CONSTRUCTION AND PLANTINGINSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE.NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING ANDCONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OFSOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL,SLAB, CURB, ETC.SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSEAREAS NOTED TO RECEIVE SOD. MULCH FOR TURF SEEDED AREASSHALL BE TYPE 5 WOOD FIBER HYDROMULCH CONFORMING WITHMNDOT 3884. MULCH FOR SEEDED AREAS WITH SLOPES 15% ORGREATER SHALL BE MNDOT CATEGORY 1, STRAW RD 1S BLANKETCONFORMING WITH MNDOT 3885.SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SODSHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVESTAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGESWALES, THE SOD SHALL BE STAKED TO THE GROUND.ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OFTHE AMERICAN STANDARD FOR NURSERY STOCK, AMERICANASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALLSHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUMSHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NOV-CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3'ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGINBRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE.ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREESALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULLFORM, NATURAL TO THE SPECIES, WITHOUT PRUNING.PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES INQUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES.NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESSAPPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THELANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BIDAND/OR QUOTATION.ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWNON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANTMATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BEADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED.ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITHA 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOILPER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATEDFOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OFGRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PERSHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWINGSPRING IN THE TREE SAUCER.ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS,ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OFPLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTSPEAT OR MANURE AND 10 PARTS SAND.ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALLFLAGGING AND LABELS FROM PLANTS.WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATERIN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY,WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE.WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 ANDREMOVE ALL WRAPPING AFTER 5-1.COMMERCIAL GRADE 6" BLACK STEEL EDGER TO BE USED TO CONTAINSHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEEDUNLESS NOTED OTHERWISE.MULCH SHALL BE CLEAN SHREDDED HARDWOOD MULCH WITHUNIFORM PIECE SIZE. ALL ANNUAL AND PERENNIAL BEDS TO RECIEVE3" OF MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TORECEIVE 3" DEEP MULCH WTH A FIBER MAT WEED BARRIER. ALL TREESNOT IN PLANTING BEDS TO RECEIVE 4" DEEP MULCH WITH NO MULCHIN DIRECT CONTACT WITH TREE TRUNK.SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PERMANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS.MAINTENANCE STRIPS TO HAVE EDGER AND MULCH ASSPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION.ROCK MULCH SHALL BE 1"-1-1/2" GREY TRAP ROCK, 4" DEEP OVER AFIBER MAT WEED BARRIER.IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANYDEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANYOTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANTESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESEDEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECTPRIOR TO PROCUREMENT AND/OR INSTALLATION.CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNERACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITEIMPROVEMENTS.CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALLNEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE.ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TOOWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THECONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH AMAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITEDTO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL.CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGHONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE.WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPEMATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THELANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALLLANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BECONSIDERED.UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRINGPLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROMTHE TIME GROUND HAS THAWED TO JUNE 15.FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 -NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15;DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TONOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROMAUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRSTFROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOTRECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITINGBY THE LANDSCAPE ARCHITECT.PROTECT ALL EXISTING OAKS ON SITE SCHEDULED TO REMAIN. IFEXISTING OAKS ARE DAMAGED IN ANY MANNER, ABOVE OR BELOWGROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINTSHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. OAKS ARE NOTTO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 ANDJULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES AREUNAVOIDABLE.LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTIONTHAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TOALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE.PERENNIAL PLANTINGSCALE: 3/4" = 1'-0"SCALE: 3/4" = 1'-0"SHRUB PLANTING DETAILSHRUBS TO BE PLACED SO THAT TOP OFCONTAINER SITS FLUSH WITH PROPOSED GRADE.MULCH - 3" DEPTH - SEE NOTES OR SPEC.LANDSCAPE FABRIC - SEE NOTES OR SPEC.EDGING MATERIAL - SEE NOTES OR SPEC.EDGE VARIES - REFER TO PLANPLANTING SOIL - SEE NOTES OR SPEC.LOOSEN ROOTS OF ALL CONTAINERIZEDPLANTS. SCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTINGBUILDING WALL(TYP)DECIDUOUS TREE PLANTING DETAILSCALE: 1/2" = 1'-0"2x ROOT BALL WIDTHCONTRACTOR IS RESPONSIBLE FOR TESTINGPERCOLATION RATES PRIOR TO PLANTING.NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IFPOOR DRAINAGE EXISTS.SET PLANT ON UNDISTURBED NATIVE SOILSCARIFY BOTTOM AND SIDES OF HOLE PRIOR TOPLANTINGEDGE VARIES - SEE PLANMULCH - 4" DEEP. NO MULCH IN CONTACTWITH TRUNK - SEE NOTES OR SPECS.ROOT FLARE EVEN WITH OR JUST ABOVE GRADE.TREE WRAP TO FIRST BRANCHWATER TREE THOROUGHLY DURING PLANTINGOPERATIONS. PLACE BACKFILL IN 8-12" LIFTSAND SATURATE SOIL WITH WATER. DO NOTCOMPACT MORE THAN NECESSARY TOMAINTAIN PLUMB.CUT BACK WIRE BASKETPRUNE DAMAGED AND CROSSING BRANCHESAFTER PLANTING IS COMPLETE.THE CONTRACTOR IS RESPONSIBLE FORMAINTAINING ALL TREES IN A PLUMB POSITIONTHROUGH THE WARRANTY PERIOD. STAKING ISSUGGESTED, BUT NOT REQUIRED. ANY STAKINGMUST CONFORM WITH PRACTICES AS DEFINEDIN A.N.A. GUIDELINES FOR STANDARDPRACTICESBACKFILL WITH IN SITU TOPSOILCONIFEROUS TREE PLANTING DETAILSCALE: 1/2" = 1'-0"THE CONTRACTOR IS RESPONSIBLE FORMAINTAINING ALL TREES IN A PLUMB POSITIONTHROUGH THE WARRANTY PERIOD. STAKING ISSUGGESTED, BUT NOT REQUIRED. ANY STAKINGMUST CONFORM WITH PRACTICES AS DEFINEDIN A.N.A. GUIDELINES FOR STANDARDPRACTICES.PRUNE ANY DAMAGED BRANCHES AFTERPLANTING IS COMPLETE.BACKFILL WITH IN SITU TOPSOILEDGE VARIES - SEE PLANCONTRACTOR IS RESPONSIBLE FOR TESTINGPERCOLATION RATES PRIOR TO PLANTING.NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IFPOOR DRAINAGE EXISTS.ROOT BALL SET ON UNDISTURBED SUBGRADESCARIFY BOTTOM AND SIDES OF HOLE PRIOR TOPLANTINGWATER TREE THOROUGHLY DURING PLANTINGOPERATIONS. PLACE BACKFILL IN 8-12" LIFTSAND SATURATE SOIL WITH WATER. DO NOTCOMPACT MORE THAN NECESSARY TOMAINTAIN PLUMB.MULCH - 4" DEEP - SEE NOTES OR SPECS.MULCH MUST NOT BE IN CONTACT WITH TRUNK.2x ROOT BALL WIDTH18" MINVARIESSEE PLANBUILDING WALL(TYP)MULCH - 3" MIN. DEPTH -SEE NOTES OR SPECS.LOUCKSW:\2008\08018B\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-1 LANDSCAPE PLANPlotted: 10 /31 / 2019 9:12 AM7200 Hemlock Lane, Suite 300Maple Grove, MN 55369763.424.5505www.loucksinc.comPLANNINGCIVIL ENGINEERINGLAND SURVEYINGLANDSCAPE ARCHITECTUREENVIRONMENTALSUBMITTAL/REVISIONSPROFESSIONAL SIGNATUREQUALITY CONTROLCADD files prepared by the Consultant for this project areinstruments of the Consultant professional services for use solelywith respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completionof this project by others without written approval by theConsultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files forinformation and reference only. All intentional or unintentionalrevisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additionsor deletions and that party shall hold harmless and indemnify theConsultant from any & all responsibilities, claims, and liabilities.CADD QUALIFICATIONEAGAN MIXEDUSE855 NORTHWEST PARKWAYEAGAN, MNRSP ARCHITECTS1220 MARSHALL ST NEMINNEAPOLIS, MN 55413C1-1 EXISTING CONDITIONSC3-1 GRADING & DRAINAGE PLANC4-2 SANITARY & WATER PLANC2-1 SITE PLANL1-1TREE PRESERVATION PLAN10/16/2019CITY SUBMITTALC8-1 CIVIL DETAILSCONSTRUCTIONNOT FORC1-2 DEMOLITION PLANC3-2 SWPPPC3-3 SWPPP NOTESC4-1 STORM SEWER PLANReview DateSHEET INDEXLicense No.Date I hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and thatI am a duly Licensed Landscape Architect under the lawsof the State of Minnesota.Gregory A. Johnson - LAProject LeadDrawn ByChecked ByLoucks Project No.2461008018BVJVGAJVJV10/30/19C8-2 CIVIL DETAILSL2-1 LANDSCAPE PLANL3-1 LANDSCAPE DETAILS10/31/2019REVISED CITY SUBMITTALLANDSCAPEDETAILSL3-1
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0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.4 0.5 0.5 0.6 0.6 0.6 0.7 0.6 0.4 0.6 1.1 3.2 5.0 3.7 1.6 0.6 0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.10.6 0.6 0.7 0.8 0.8 0.9 1.0 1.0 0.7 0.4 0.4 0.5 0.9 3.4 5.5 3.5 1.5 0.5 0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.00.7 0.8 0.8 0.9 1.0 1.1 1.2 1.4 1.5 1.2 0.5 0.4 0.6 0.9 3.3 4.4 3.3 1.3 0.5 0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.11.1 1.1 0.9 0.9 1.0 1.0 1.1 1.3 1.3 1.5 2.0 2.4 1.9 0.7 0.5 0.7 1.2 2.6 3.1 2.6 1.3 0.4 0.20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.20.8 0.9 1.0 1.4 1.8 1.8 1.4 1.2 1.2 1.3 1.3 1.4 1.5 1.8 2.1 3.0 2.4 1.0 0.7 1.0 1.5 2.3 2.4 1.9 1.1 0.40.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.30.7 0.7 0.7 0.8 0.8 1.0 1.1 1.3 2.0 2.9 3.0 2.2 1.6 1.5 1.5 1.5 1.6 1.8 2.1 2.2 2.3 2.7 1.6 0.8 1.3 1.9 2.3 2.1 1.5 0.9 0.40.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.4 0.6 0.6 0.8 1.1 1.4 1.2 1.0 0.9 0.9 0.8 0.8 0.8 1.0 1.2 1.4 1.7 2.5 4.3 4.8 2.9 2.1 1.8 1.7 1.6 1.7 2.0 2.4 2.4 1.8 0.9 1.8 2.7 2.8 2.0 1.2 0.7 0.40.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.6 0.8 0.9 1.1 1.8 2.3 2.1 1.5 1.2 1.2 1.1 0.9 0.9 1.1 1.4 1.6 2.1 2.7 4.3 4.8 3.2 2.8 2.2 2.0 1.8 1.8 2.0 2.3 2.5 2.3 2.7 1.9 0.9 2.6 4.0 3.6 1.9 0.9 0.6 0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 1.0 1.1 1.5 2.6 3.7 3.4 2.1 1.6 1.5 1.3 1.1 1.0 1.1 1.5 1.9 2.5 2.9 4.45.23.7 3.0 2.6 2.2 1.9 1.9 2.0 2.1 2.4 2.8 3.5 1.8 0.9 2.8 5.5 3.9 1.8 0.8 0.5 0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 1.1 1.4 1.9 3.0 5.2 4.6 2.6 2.2 1.8 1.6 1.2 1.1 1.2 1.6 2.1 2.6 3.0 4.2 5.3 4.1 3.1 2.7 2.3 2.0 1.9 2.0 2.0 2.2 2.7 2.8 1.9 1.2 2.9 4.9 3.8 1.7 0.7 0.4 0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 1.3 1.6 2.3 2.8 4.6 4.5 2.9 2.7 2.2 1.8 1.4 1.3 1.3 1.7 2.1 2.5 3.1 3.9 5.5 4.3 3.1 2.6 2.3 2.1 2.0 2.0 2.0 2.1 2.4 2.3 1.8 1.5 3.4 3.9 1.7 0.7 0.40.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.9 1.4 1.8 2.6 2.7 3.0 3.0 2.5 2.1 1.6 1.4 1.5 1.7 2.0 2.3 2.8 3.9 6.2 5.2 3.1 2.5 2.3 2.2 2.1 2.1 2.0 2.2 2.4 2.4 1.8 1.2 2.9 4.8 3.7 1.6 0.6 0.40.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.8 1.3 1.9 2.5 2.7 4.5 5.0 3.4 3.1 2.6 2.3 1.9 1.7 1.6 1.8 2.1 2.2 2.5 3.6 5.0 4.6 3.2 2.4 2.3 2.3 2.2 2.1 2.0 2.2 2.8 3.0 2.1 1.0 3.0 5.3 3.6 1.5 0.6 0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.8 1.3 1.7 2.1 2.7 4.0 5.5 3.8 3.1 2.7 2.5 2.1 1.9 1.9 2.0 2.1 2.2 2.4 3.4 4.6 4.6 3.4 2.5 2.3 2.2 2.1 2.1 2.1 2.3 2.7 3.4 2.2 1.1 2.6 3.7 3.1 1.5 0.5 0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.9 1.2 1.5 1.8 2.3 3.7 4.7 3.8 3.2 3.1 2.9 2.4 2.1 2.1 2.0 2.1 2.2 2.4 3.3 5.2 5.6 3.7 2.7 2.3 2.2 2.1 2.1 2.2 2.5 2.4 2.6 2.8 1.4 2.0 2.4 2.2 1.3 0.5 0.20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.9 1.2 1.5 1.6 1.9 2.7 3.2 3.0 3.4 3.9 3.3 2.6 2.3 2.2 2.0 2.1 2.2 2.5 3.2 5.0 5.7 3.7 3.0 2.5 2.2 2.1 2.1 2.2 2.6 2.3 2.7 1.4 1.5 1.6 1.4 1.0 0.5 0.20.0 0.0 0.0 0.0 0.0 0.0 0.7 1.0 1.3 1.5 1.6 1.8 2.2 2.5 2.5 3.2 3.9 3.2 3.0 2.5 2.3 2.1 2.1 2.3 2.7 3.1 4.5 5.4 3.9 3.1 2.7 2.2 2.0 2.0 2.1 2.3 2.3 2.3 2.6 1.4 1.1 1.1 1.0 0.8 0.4 0.20.0 0.0 0.0 0.0 0.0 0.0 0.8 1.1 1.4 1.6 1.8 1.9 2.1 2.4 2.5 3.6 3.7 3.1 2.8 2.3 2.0 2.0 2.3 2.7 3.0 5.2 4.1 3.0 2.6 2.1 1.9 1.8 1.8 1.9 2.1 2.7 2.8 1.2 0.8 0.7 0.7 0.5 0.40.0 0.0 0.0 0.0 0.0 0.0 0.8 1.1 1.4 1.7 2.0 2.2 2.3 2.3 2.4 3.4 3.7 3.1 3.1 2.7 2.3 2.0 1.9 2.1 2.5 2.9 3.6 5.1 3.9 2.8 2.3 1.9 1.7 1.6 1.6 1.5 1.8 2.2 2.1 1.2 0.5 0.5 0.4 0.4 0.30.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.9 1.2 1.6 2.0 2.4 2.7 2.7 2.5 2.4 3.1 3.8 3.2 2.9 2.4 2.1 1.9 1.8 1.9 2.0 2.4 3.2 5.4 4.5 2.5 1.9 1.6 1.5 1.4 1.4 1.3 1.4 1.5 1.3 0.9 0.4 0.3 0.3 0.3 0.20.0 0.0 0.0 0.0 0.0 0.1 0.1 0.6 1.0 1.5 2.2 2.5 2.8 2.9 3.1 3.0 2.7 2.7 4.0 3.8 2.7 2.1 1.9 1.7 1.6 1.6 1.6 1.8 2.6 3.7 3.4 2.1 1.5 1.4 1.3 1.2 1.1 1.0 1.0 1.0 0.8 0.6 0.3 0.2 0.2 0.2 0.20.0 0.0 0.0 0.1 0.1 0.1 0.9 0.8 1.3 2.1 3.4 4.4 4.1 4.3 4.2 4.0 3.9 3.4 3.6 3.2 2.5 1.9 1.6 1.5 1.4 1.4 1.3 1.4 1.8 2.3 2.2 1.6 1.2 1.1 1.0 0.9 0.9 0.8 0.7 0.7 0.6 0.4 0.2 0.2 0.2 0.1 0.10.0 0.0 0.1 0.1 0.1 0.8 2.0 2.3 2.5 1.9 1.4 1.1 1.2 1.3 1.7 2.5 3.9 5.5 5.2 5.4 5.8 5.3 3.8 3.3 2.7 2.2 1.7 1.4 1.2 1.1 1.1 1.10.6 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.10.0 0.1 0.1 0.2 1.0 2.1 2.1 2.1 1.8 1.4 1.3 1.2 1.2 1.5 2.0 2.8 3.5 3.6 4.2 4.3 4.4 3.5 2.8 2.3 1.9 1.50.3 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.10.0 0.1 0.2 0.9 2.3 2.3 2.1 2.1 2.3 1.8 1.5 1.3 1.2 1.2 1.3 1.6 2.0 2.5 3.0 3.2 3.4 3.3 3.0 2.6 2.3 2.0 1.7 1.20.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.10.1 0.2 0.6 1.4 2.4 2.5 2.1 2.3 2.2 1.8 1.5 1.3 1.1 1.1 1.2 1.4 1.7 2.0 2.5 2.9 3.1 3.0 2.7 2.4 2.3 2.1 1.60.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.00.1 0.3 0.7 1.2 1.7 1.9 1.8 1.9 1.9 1.7 1.4 1.2 1.1 1.1 1.2 1.4 1.7 1.9 2.3 2.6 2.9 3.0 2.9 2.8 2.7 2.6 1.80.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.2 0.4 0.6 0.9 1.2 1.4 1.5 1.6 1.7 1.6 1.4 1.3 1.3 1.3 1.4 1.5 1.6 1.8 2.1 2.4 2.7 3.0 3.1 2.8 3.0 3.1 1.8 0.30.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.3 0.5 0.7 0.9 1.1 1.3 1.5 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.7 1.8 1.9 2.1 2.3 2.8 2.6 2.6 2.7 2.1 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.3 0.4 0.6 0.7 0.9 1.1 1.3 1.3 1.4 1.6 1.7 1.9 2.0 1.9 1.7 1.7 1.7 1.8 1.8 2.1 2.4 2.4 2.7 2.2 1.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Luminaire ScheduleSymbolQtyLabelLum. LumensLLFDescription11P1170870.903PRV-C40-D-UNV-T4-BZ2P2171720.903PRV-C40-D-UNV-T2-BZ4P1H155180.903PRV-C40-D-UNV-T4-BZ-HSSCalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinPARKINGIlluminanceFc2.316.20.54.6212.40PROPOSED BUILDINGFFE=895.00PROPOSED BUILDINGFFE=897.00PROPOSEDBUILDINGFFE=895.000.20.30.00.30.40.50.10.10.10.10.10.15#%%(/8'056#41((+%'&'8'.12/'06Ä8+-+0)52#4-9#;.1%#6+102*161/'64+%2.#0222*161/'64+%2.#05%#.'Ä21.'&'6#+.015%#.'OFSHEET #PROJECT #SHEET TITLEDRAWN BY:DATE:CHECKED BY:NameSignatureDateReg. No.0#/'I herby certify that this plan, specification, or reportwas prepared by me or under my direct supervisionand that I am a duly Licensed Professional Engineerunder the laws of the State of Minnesota.'4')01
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P11SIGNAGE AND PATIO CORNER
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P12PATIO AERIAL
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P13VIEW FROM PATIO
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P14VIEW FROM PATIO
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P15DAYCARE
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P16EVENING VIEW
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P17SW AERIAL
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P18NE AERIAL
855 VIKINGS PARKWAY - REVISED CITY SUBMITTALEAGAN, MN3028.001.0031 OCT 2019P19STOREFRONT VIEW
RSP Architects, Ltd.
1220 Marshall Street NE
Minneapolis, MN 55413
612.677.7100 main
612.677.7499 fax
rsparch.com
MMEMORANDUM
PROJECT NO.: 3028.002.00
CLIENT: Venstar, LLC
PROJECT: Mixed Use Corner
855 Vikings Parkway
Eagan, MN
SUBJECT: Revised Preliminary Planned Development Submittal
Written Narrative
MEMO BY: Bill Wittrock
DATE: 16 October 2019 Revised 10/30/19
ATTENTION: Pam Dudziak, Planner City of Eagan, MN
COPY: Brenda Radichel Quay, Venstar, LLC
Vicki Van Dell, Loucks
The intent of this memo is to provide a written narrative to be included in the preliminary Planned
Development City Submittal.
Site Description:
The project is being developed to provide neighborhood services to an area of Eagan that has seen
significant recent development. This northeast corner of Eagan has a significant employment base with
Prime Therapeutics, the U.S. Postal Service, Twin Cities Orthopedics Performance Center and the Minnesota
Vikings Training Facility all in the immediate area.
The project site is approximately 5 acres and is located at the NE corner of the intersection of Dodd Road
(State trunk Highway 149) and Vikings Parkway in Eagan, MN and the site is zoned PD Planned Development
and is guided as Business Park in the Comp Plan. The site is bounded on the north with four residential
properties, to the west by Dodd Rd., to the east by an existing one-story office warehouse occupied by
Patterson Dental.
Existing & Surrounding land use:
The five (5) acre site is currently a grass field. To the east is the CSM single story
office/warehouse
building occupied by Patterson Dental. Further east is the 200-acre Vikings/Wilf development. To
the south is the U.S. Postal facility. To the west (across Dodd Road) is the Grand Oaks
office/warehouse development and to the north are the homes of 1) Thomas O’Neill, 2) Joe
Retterath and 3) Mike Terry. Further north is O’Neill Drive and Highway 494. We have met on
MEMORANDUM
Revised Eagan Architectural Narrative
16 October 2019 Revised 30 October 2019
Page 2 of 5
several occasions with our residential neighbors to the north and Steve Poppin, the Vikings CFO
regarding the development plans. We continue to be in contact with CSM regarding the
development plans.
Project Description:
The only access to the site is at the southeast corner of the site from Vikings Parkway. Having only one
means of ingress and egress established many of the parameters for the initial design of the site.
It is intended to develop the site with an 8,000sf free-standing childcare building in the northeast corner,
tucked up against the on-site wetlands. A second, single story building in the southwest corner of the site
will provide 20,600sf of neighborhood services and will be home to tenants that provide food, banking,
office, exercise and coffee to those businesses in the area. This building has been oriented to keep the
public’s experience as a priority. The building corner is separated with a patio area and overhead trellis that
provides shade for potential restaurant patrons or other tenants, while allowing a visible pathway into other
areas of the site. This open patio area keeps the scale of the building corner on Dodd/Vikings Parkway
corner light and open. The trellis will contain a structured roof connection, allowing maintenance workers to
access the entire roof safely.
The daycare building will have easy access in and out from the main project entry from Vikings Parkway and
will provide more than typical outdoor play area for the facility. The building is placed along the edge of the
existing wetland. The natural open area is an amenity to the daycare use.
The topography of the site allows the placement of the open courtyard 4-5 feet higher than the corner curb,
allowing patrons to sit above the intersection. The rise from the corner to the patio will be landscaped to
provide an additional public amenity to the corner.
A monument sign, at the southwest corner of the site, will provide a clear identification for arriving guests
and customers. The monument sign is setback from the intersection to maintain safe visibility for
pedestrians and vehicles at the intersection. The sign will be flanked by grasses and plantings to provide a
natural transition from the roadways to the buildings. The monument sign will be classified as a “free
standing ground sign” and the ordinance allowable height will allow for visibility especially with winter
snows, The monument sign will include Tenant’s backlit signs on either side of the building address logo,
providing convenient information to customers at the intersection who are looking for specific tenants.
This site is highly visible from Dodd Road and is perceived as the “gateway” to the nearby Minnesota
Vikings training facility. The Architectural and Site design create a cohesive composition to be viewed from
all four sides. Buildings have been placed on the site along the south and west property lines to provide
building edges on either side of intersection.
The building Architecture is designed with modern clean lines, high quality materials including wood grained
panel accents and dark brick and is compatible with the modern architecture context to the east in the
Vikings/Wilf 200 acre development.
MEMORANDUM
Revised Eagan Architectural Narrative
16 October 2019 Revised 30 October 2019
Page 3 of 5
The buildings have been designed to incorporate Class I materials as defined in the City design guidelines
including large “Norman unit size” (23/4” x 12”) clay based smooth brick to provide visual interest from the
main roads and a pedestrian visual interest from sidewalks and parking areas. The smooth brick areas will
be accented with highly textured brick horizontal banding accents of the same size and color. Glass
storefronts wrapping around selective visible corners are intended to lighten the scale of the buildings while
promoting visibility into the corner tenant suites. Glass windows are provided on all four elevations of each
building. Class I materials are incorporated to meet or exceed an overall 65% use with not more than 35%
Class II and Class III materials. The building facades have been composed to provide multiple planes of
materials approximately every 40’ to add visual interest. Canopies and awnings are designed to complement
the modern design aesthetic of the overall building composition.
It is intended to highlight the wood grained panel accents with linear LED accent lighting. Tenant signs are
intended to be mounted on architecturally integrated elements that can accept mounting signs without
damaging brick areas. Corner tenant sign s are intended to be mounted on an architecturally decorative
horizontal metal lattice.
Roof top units will be located in the center area of the building roof. The natural topography of the site,
being four feet above the intersection, will allow roof top mechanical units to be effectively screened from
public roads with 2’3’ parapets.
SSchedule:
Venstar, LLC is planning to submit the Planned Development Amendment on October 16 for a Planning
Commission Meeting on November 26 and a City Council meeting on December 17. Project will break
ground in April/May of 2020 and be completed with the base building by December 1, 2020. Individual
tenant build-out will take 4-8 weeks longer to complete.
Tree Preservation:
The project is allowed to remove 30% of the trees on the site without mitigation. This will allow 77 caliper
inches of trees to be removed. 110 caliper inches are proposed to be removed and mitigate 33 inches or 6 –
Category B deciduous trees. This equates to a value of $3,300.
Landscaping:
The landscaping requirements are based on the value of the building construction. The total value of the
buildings is estimated to be $2,977,300. The required landscaping is 3% of the value of the buildings, which
is $89,319. Therefore, the total required landscaping value including tree mitigation is $92,619.
The landscape plan contains a mix of overstory and ornamental deciduous trees, coniferous trees, deciduous
and coniferous shrubs, grasses and perennials. The proposed rain garden will be planted with plugs of
perennial grasses and flowers.
The monument sign area has low plant material in front with taller material in the rear in a linear / formal
arrangement. Flanking the sign on both ends is a mix of grasses, shrubs placed in a natural
MEMORANDUM
Revised Eagan Architectural Narrative
16 October 2019 Revised 30 October 2019
Page 4 of 5
arrangement. The sides of the buildings facing Dodd Road and Vikings Parkway will have a mix of
shrubs and ornamental trees, placed to complement the architecture without screening the
signage. Maple trees are placed along both roads at 40’O.C. The vehicle entrance has a planted island with
grasses, shrubs and ornamental trees. Parking islands are planted both for aesthetics and for shade where
possible. The outdoor play area for the proposed Daycare building will be screened from both the parking
and the property to the east. The total value of the landscaping provided is $108,745 which is over 17
percent more than is required.
Zoning on Subject Property:
The site is zoned PD Planned Development and is guided as Business Park in the Comp Plan.
Planned Development Zoning:
As the site is five (5) acres, it meets the minimum total size requirement for a Planned Development.
Proposed uses include: Daycare, Restaurant, Coffee with drive through, Bank, Professional Services,
Exercise.
The site plan preserves and enhances the natural terrain by utilizing the wetlands buffer in the northeast
corner of the site as a separation area from the daycare building and the outdoor play area. This use fits in
naturally with the single-family homes to the north. The lower parking ratio of the daycare use helps to
balance the higher parking uses of the proposed restaurants and coffee tenants. Careful consideration has
been given to the times that uses within the development will be most utilized. Most daycare traffic will be
before and after work on weekdays; the coffee use will be mornings all week long; the breakfast/lunch
restaurant will be mornings and mid-day all week long; the bank will be throughout the week and evenings
and includes commercial drop box. The exercise use will be early mornings, after work and weekends. We
envision that the complex will be thriving all seven days of the week.
The project will need a few deviations from the City Code. The parking setback ordinance states that parking
must be setback 50 feet from a residentially zoned parcel. The parcel to the north is zoned as residential,
however it is guided for Business Park. We have provided an average of 27.5 feet of parking setback along
the north and densely planted evergreen trees along this north edge as visual screen.
The existing wetland on-site has been classified as Priority A. These wetlands have moderate ecological
quality and are important for either flood storage or water quality protection. In 2008, this parcel came into
the City with a proposed development. At that time, the City required that a conservation easement be
placed over the wetland and wetland buffer. We have confirmed with the City that the conservation
easement boundary should be used for the wetland buffer. In the City Code it states that flexibility may be
allowed for wetland buffer widths. It states that treating drainage that would normally run through the
buffer could be a good alternative to providing the full buffer. We are capturing all impervious surfaces and
draining them to a storm water treatment system. Therefore, we are providing the storm water treatment
that the codes state is a good alternative to the full buffer width. We are proposing to provide wetland
buffer width averaging, in order to get the required setbacks from the wetland buffer. We are proposing to
add more wetland buffer than we are removing. The project is removing 1,712 square feet of wetland buffer
MEMORANDUM
Revised Eagan Architectural Narrative
16 October 2019 Revised 30 October 2019
Page 5 of 5
and providing an additional 2,654 square feet of buffer. The buffer width will be 25 feet wide at the
narrowest point.
IImpact of Planned Development Amendment on Property:
Under the current zoning, office, financial institutions are a permitted use. Restaurants, daycare, banks with
a drive-thru, and fitness are all conditional uses. Coffee shops located within the principal structure is a
permitted accessory use.
Impact on City Services:
Developed use will add marginally to the traffic in the area.
Underground storm water rate and flow systems will be modern and up to date.
Taxes generated from the development are estimated to increase by a factor of 6.
Public benefit:
The development will be high quality construction and provide needed services to the area. The
intended uses will provide breakfast and lunch options for local businesses and our residential neighbors,
along with additional services complimentary with the existing neighborhood.
The architectural focus of the southwest corner with the patio, trellis and the proposed plantings
will bring people, add greenery and architectural interest to the intersection of Dodd and Vikings Parkway.
Services provided in the development can be used by residential neighbors, local businesses and guests to
the area for special events at the Vikings Training complex.
Additional landscape value is an added amenity to the site and the surrounding area.
The monument sign, and landscape design with flowers, grasses, and native plantings at Dodd Road and
Vikings Parkway, add visual interest, beauty and changing colors with the seasons. This composition along
with the sign and landscape element on the South side of the intersection, will visually complete an
entrance gateway to a larger district.
Preservation of the identified natural wetlands is benefit for the project and the larger district.
END OF MEMORANDUM
WW: tlc
File: (4)
P:\\Retail\Ventstar, LLC\Eagan\Documentation\04 Code Regulatory\Written Narrative\M-RSPnarrative191016rev191030
November 23, 2019
To: Advisory Planning Commission Members
City of Eagan
From: Tom and Mary O’Neill
830 O’Neill Drive
Eagan, MN 55121‐1539
Subject: Comments on the Venstar Proposal
We are one of four properties along the northern border of the Venstar property located at 855
Viking Parkway. We are also one of two properties that have primarily a land (as opposed to a
wetland) boundary connection to the Venstar property. Based on Venstar’s proposal, our
property will have the closest accessible land‐based connection to Venstar buildings and
parking lots.
In preparation for bringing her proposal before the Eagan Advisory Planning Commission and
the City Council, Ms. Brenda Quaye met twice with the three families living on O’Neill Drive.
Those conversations were both cordial and productive; we felt Ms. Quaye listened to our
concerns about (1) potential rising waters in the wetland as a result of any construction on her
property and (2) our interest in retaining the existing trees at the property lines to maintain a
visual and physical barrier between our properties.
We also met with Mr. Eric Macbeth, Water Resources Manager for the City of Eagan, and
learned considerably more about the wetland in our backyard.
As the property owners to be most personally affected by the Venstar buildings and parking
lots, we believe Ms. Quaye’s proposal successfully addresses our concerns about potentially
rising waters and retention of barrier trees, and therefore want the Commission to know that
we are supportive of her proposal.
The Venstar property has been vacant for a long time and we have enjoyed the lack of
neighbors near us. At the same time, we know we cannot control other people’s property, and
that things are changing all around us. From our perspective, the one‐story buildings in the
Venstar proposal are much more suitable than the original plan for a three‐story office building.
Again, we support Ms. Brenda Quaye’s proposal for the Venstar property.
Thank you.
RECEIVED 11-24-19
Agenda Information Memo
December 17, 2019, Eagan City Council Meeting
NEW BUSINESS
B. Preliminary Subdivision (Central Park Commons 5th Addition) and Final Planned
Development – CPC Development LLC
Action To Be Considered:
To approve (or direct preparation of Findings of Fact for Denial) to recommend approval of a
Preliminary Subdivision (Central Park Commons 5th Addition) to create three lots upon
approximately 8.13 acres located at the southwest corner of Central Parkway and Pilot Knob
Road, subject to the conditions listed in the APC minutes.
To approve (or direct preparation of Findings of Fact for Denial) a Final Planned Development
for a full-service restaurant with on-sale liquor on Lot 1, Block 1, Central Park Commons 5th
Addition, acres located at the southwest corner of Central Parkway and Pilot Knob Road,
subject to the conditions listed in the APC minutes.
Required Vote For Approval:
Majority of Councilmembers present
Facts:
The subject site is an outlot in the 42-acre Central Park Commons Planned
Development. The Preliminary Planned Development was approved by the City on
February 3, 2015, and the designated use for the outlot is four (4) restaurant buildings.
The Applicant is proposing to subdivide the outlot into three (3) lots. The development
plans remain substantially the same.
Preliminary Subdivision
The final development plans have been reviewed by staff and are substantially
consistent with the preliminary approvals.
The applicant is proposing a Preliminary Subdivision of the site to allow for separate
ownership, leasing and occupancy of the restaurant buildings. The development plans
for the site remain consistent with the approved Preliminary Planned Development
Agreement.
The applicant has established a Reciprocal Easement Agreement that addresses issues
raised by subdividing the property, such as for ingress/egress and shared parking and
private utility and street/parking lot maintenance.
A cash park dedication will be due at the time of Building Permit. Trail dedication was
previously satisfied.
The Advisory Planning Commission held a public hearing on November 26, 2019, and did
recommend approval.
Final Planned Development
The Preliminary Planned Development was approved in February of 2015, with a term of
five (5) years, and the approved use for the site is a full-service restaurant with on-sale
liquor.
An 8,000 square foot restaurant is proposed on Lot 1. The final development plans have
been reviewed by staff and are substantially consistent with the preliminary approvals.
The development plans include the pedestrian walkways between the development and
the public trail along Pilot Knob Road, and construction of the entirety of the “Creek”
landscape and water feature along the Pilot Knob Road frontage.
The proposed restaurant architecture and materials are brand-specific to Olive Garden,
and while the building utilizes different materials than the Central Park Commons
materials palette, the proposed materials and colors appear to be complementary.
While this user’s operations do not include outdoor dining, the plan provides a seating
area outside in front of the building, and a small patio area is provided for potential
future use on the south side of the building.
The preliminary plans did not include a trash service area. The Final Planned
Development provides for trash storage in an attached enclosure on the north side of
the building.
The Final PD Agreement is in order for approval at the City Council meeting on
December 17, 2019.
Issues:
None
120-Day Agency Action Deadline:
February 27, 2020
Attachments: (4)
NBB-1 Location Map
NBB-2 Draft November 26, 2019, APC Meeting Minutes
NBB-3 Planning Report
NBB-4 Report Exhibits
NBB-5 Final Planned Development Agreement
FA R N U M
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Project Name: Central Park Commons 5th AdditionRequest: Prelimin ary SubdivisionFile No .: 09-PS-03-10-19Subject Site
Advisory Planning Commission
November 26, 2019
Page 19 of 25
D. Central Park Commons Fifth Addition
Applicant Name: Mark Kronbeck, Alliant Engineering, Inc.
Location: Outlot C, Central Park Commons
Application: Preliminary Subdivision
A Preliminary Subdivision to create three lots.
File Number: 09-PS-03-10-19
Planner Dudziak introduced this item and highlighted the information presented in the City
Staff report dated November 21, 2019.
Chair Vanderpoel asked if there were any questions of staff or the applicant.
Member Sagstetter asked why only three (3) lots are proposed instead of four (4) lots.
John Johannson, CSM Corporation, introduced his team and provided background of Central
Park Commons and their efforts to add sit-down restaurants to the commercial center. He
added that the water feature will be constructed with this project; however only one of the
pedestrian bridges will be installed now with the others installed when the other restaurants
are constructed.
Mr. Johannson, responding to the platting question, stated that they know where Olive Garden
is being placed and where the northly building will be constructed; however, they aren’t sure if
the other restaurants will be in one building or two. The decision was to plat one larger lot in
the middle for the time being.
Chair Vanderpoel asked about the shared seating along the creek that was shown as part of the
preliminary concept.
Mr. Johannson explained that the seating area couldn’t be shared due to liquor licensing and
barrier requirements. The shared seating they are hoping for is along the front of the
restaurants. Mr. Johannson explained that Olive Garden doesn’t provide outdoor dining as part
of their restaurants; however, the plan does show future potential seating along the southeast
portion of the building. The preliminary plan for the other restaurants still shows outdoor
seating along the creek.
Member Heckmann asked about the timing of constructing the second (pedestrian) bridge.
Mr. Johannson explained that once one of the two northerly restaurants are established, they
will know where they can place the bridge; they don’t want to have to move the bridge if
something changes. The second bridge is purchased and ready for future installation.
Chair Vanderpoel opened the public hearing.
Advisory Planning Commission
November 26, 2019
Page 20 of 25
There being no further public comment, Chair Vanderpoel closed the public hearing and turned
the discussion back to the Commission.
Member Weimert moved, Member Sagstetter seconded a motion to recommend approval of a
Preliminary Subdivision to create three (3) lots on approximately eight (8) acres located at the
southwest corner of Central Parkway and Pilot Knob Road, legally described as Outlot C, Central
Park Commons, subject to the following conditions:
1. The applicant shall comply with these standards conditions of plat approval as revised by
Council on July 1, 2014: A1, C1, C2, C4, E1
2. The property shall be platted.
3. A detailed grading, drainage, erosion, and sediment control plan shall be prepared in
accordance with current City standards and codes prior to final subdivision approval.
4. All erosion/ sediment control plans submitted for development and grading permits shall be
prepared by a designer who has received current Minnesota Department of Transportation
(MNDOT) training, or approved equal training as determined by the City Engineer in designing
stormwater pollution prevention plans.
5. All personnel responsible for the construction and management of erosion/ sediment
control devices, and the establishment of vegetation for the development, shall have received
Erosion/Sediment Control site management certification through the University of Minnesota,
or approved equal training as determined by the City Engineer.
6. Erosion control measures shall be installed and maintained in accordance with City code
and engineering standards.
7. The applicant shall enter into an encroachment agreement for any retaining walls and the
water feature and its related equipment located in a drainage and utility easement, in a form
acceptable to the City Attorney.
8. This development is subject to the 2015 Tree Preservation Plan for Central Park Commons.
The applicant shall confirm that all mitigation trees have been installed, and if any are missing
within the current Outlot C, they should be installed at this time with development of proposed
Lot 1. Any required mitigation trees shall be shown on the Landscape Plan and identified as
such.
9. The landscape and water feature shall be completed along the entire eastern edge of the
site with construction of the first restaurant building.
10. In accordance with the 2015 Park Dedication Agreement, park dedication shall be through
cash payment at the time of Building Permit application at the rates then in effect.
Advisory Planning Commission
November 26, 2019
Page 21 of 25
All voted in favor. Motion carried 7-0.
PLANNING REPORT
CITY OF EAGAN
REPORT DATE: November 21, 2019 CASE: 09‐PS‐03‐10‐19
APPLICANT: Alliant Engineering HEARING DATE: November 26, 2019
PROPERTY OWNER: CPC Development LLC APPLICATION DATE: October 30, 2019
REQUEST: Preliminary Subdivision PREPARED BY: Pam Dudziak
LOCATION: Southwest corner of Central Parkway and Pilot Knob Road
COMPREHENSIVE PLAN: RC, Retail Commercial
ZONING: PD, Planned Development
SUMMARY OF REQUEST
The applicant is requesting approval of a Preliminary Subdivision to create three lots upon 8.13
acres for property located at the southwest corner of Central Parkway and Pilot Knob Road,
legally described as Outlot C, Central Park Commons.
AUTHORITY FOR REVIEW
City Code Section 13.20 Subd. 6 states that “In the case of platting, the Planning Commission
and the Council shall be guided by criteria, including the following, in approving, denying or
establishing conditions related thereto:
A. That the proposed subdivision does comply with applicable City Code provisions and the
Comprehensive Guide Plan.
B. That the design or improvement of the proposed subdivision complies with applicable
plans of Dakota County, State of Minnesota, or the Metropolitan Council.
C. That the physical characteristics of the site including, but not limited to, topography,
vegetation, susceptibility to erosion and siltation, susceptibility to flooding, water
storage and retention are such that the site is suitable for the type of development or
use contemplated.
D. That the site physically is suitable for the proposed density of development.
Planning Report – Central Park Commons 5th Addn.
November 26, 2019
Page 2
E. That the design of the subdivision or the proposed improvement are not likely to cause
environmental damage.
F. That the design of the subdivision or the type of improvements are not likely to cause
health problems.
G. That the design of the subdivision or the type of improvements will not conflict with
easements of record or with easements established by judgment of court.
H. That completion of the proposed development of the subdivision can be completed in a
timely manner so as not to cause an economic burden upon the City for maintenance,
repayment of bonds, or similar burden.
I. That the subdivision has been properly planned for possible solar energy system use
within the subdivision or as it relates to adjacent property. (Refer to City Handbook on
Solar Access).
J. That the design of public improvements for the subdivision is compatible and consistent
with the platting or approved preliminary plat on adjacent lands.
K. That the subdivision is in compliance with those standards set forth in the city's water
quality and wetland management plan which is properly approved and filed in the office
of the city clerk and in effect as of the date the subdivision application was received by
the city, hereinafter referred to as the "water quality management plan." Said
document and all of the notations, references and other information contained therein
shall have the same force and effect as if fully set down herein and is hereby made a
part of this chapter by reference and incorporated herein as fully as if set forth herein at
length. It shall be the responsibility of the city clerk to maintain the water quality
management plan and make the same available to the public.
L. That the subdivision is in compliance with the city's storm water management
regulations pursuant to the federal Clean Water Act as set forth elsewhere in this Code.
M. That the subdivision is in compliance with the city's wetland protection and
management regulations as set forth elsewhere in this Code.
BACKGROUND/HISTORY
The site is part of the Central Park Commons Planned Development, a 42‐acre commercial retail
development. Use and development of the site is governed by a Preliminary Planned
Development Agreement dated February 3, 2015, which allows for four restaurant buildings on
the entire 8‐acre site. The Preliminary Planned Development was approved in February of 2015,
with a term of five (5) years. The Planned Development identifies restaurants as the approved
Planning Report – Central Park Commons 5th Addn.
November 26, 2019
Page 3
use for this parcel, with the Site Plan providing for four (4) buildings. The property was platted
as an outlot with the initial Central Park Commons subdivision in October of 2015.
EXISTING CONDITIONS
The site is a platted outlot and was graded with initial site development. Parking lots and
utilities were installed within the subject site. The landscape/water feature along the east edge
of the property was rough graded at the time of the initial Central Park Commons development
in 2015. Access is provided through shared driveways that connect to Central Parkway and
Pilot Knob Road.
SURROUNDING USES
Surrounding development consists of commercial retail uses. The City’s Central Park is located
to the north across Central Parkway.
EVALUATION OF REQUEST
Description of Proposal – The proposed subdivision splits the 8‐acre parcel into three (3) lots.
The intent is to create separate parcels to facilitate separate ownership, leasing and occupancy.
The proposed subdivision does not alter the approved development plans. The approved
Planned Development addressed many of the site development and bulk zoning standards.
The applicant also has made application for Final Planned Development approval for the
restaurant on proposed Lot 1. The Final Planned Development review does not require a public
hearing, and the Advisory Planning Commission is asked to act only on the Preliminary
Subdivision.
Compatibility with Surrounding Area – The site is part of the 42‐acre Central Park Commons
retail commercial development. Since the proposed use and development plans are
substantially consistent with the approved Planned Development, typical bulk and zoning
standards are considered satisfied in the aggregate throughout the Central Park Commons
development.
Lots – The applicant is proposing to divide the outlot into three (3) parcels. Lot 1 is proposed
for development at this time. Lots 2 and 3 are reserved for future development.
Topography/Grading – The entire outlot was previously graded with initial development of
Central Park Commons, and parking lots and utilities were installed within the subject site. The
outlot generally slopes to the northwest with elevations ranging from 895 to 877.
The preliminary grading plan is acceptable. Only the building pad for proposed Lot 1 and the
water feature along Pilot Knob Road will be disturbed at this time. The grading plan shows
Planning Report – Central Park Commons 5th Addn.
November 26, 2019
Page 4
construction of a short retaining wall on the back side of the building and around the entire
water feature.
A detailed grading, drainage, erosion, and sediment control plan should be prepared in
accordance with current City standards and codes prior to final subdivision approval. All
erosion/ sediment control plans submitted for development and grading permits should be
prepared by a designer who has received current Minnesota Department of Transportation
(MNDOT) training, or approved equal training as determined by the City Engineer in designing
stormwater pollution prevention plans. Also, all personnel responsible for the construction and
management of erosion/ sediment control devices, and the establishment of vegetation for the
development, should have received Erosion/Sediment Control site management certification
through the University of Minnesota, or approved equal training as determined by the City
Engineer. Erosion control measures should be installed and maintained in accordance with City
code and engineering standards.
Storm Drainage – The preliminary storm drainage plan is acceptable. Storm water runoff from
the site will drain into the existing private storm sewer system where it is routed to the pond
the north. The entire site lies within Drainage District C (as designated in the City Storm Water
Management Plan – 2007).
Wetlands – Because there are no wetlands on site, City Code §11.67, wetland protection and
management regulations, does not apply.
Stormwater Management/\Water Quality – The overall development was designed to
accommodate stormwater management and surface water quality requirements for this site.
The applicant previously installed three stormwater wet detention ponds, catch‐basin sumps
immediately upstream of all pond inlets for pre‐treatment, and two sub‐surface infiltration
drain‐tile fields located on sandy sub‐soils. No additional stormwater quality features are
proposed or required.
Sanitary Sewer/Water Main – The preliminary utility plan is acceptable. Water main and
sanitary sewer services were previously stubbed to the building pad for future connection.
Streets/Access/Transportation – Parking lots were previously constructed with the initial
development of the site. The only new parking area being constructed with this site are the
stalls immediately adjacent to the front of the building.
Entrance modifications are also proposed at the main entrance off Pilot Knob Road to the
south. The applicant proposes to reconstruct the “right‐in” to convert the intersection to a “full
access” with stop signs at all legs of the intersection except for the westbound traffic entering
the development from Pilot Knob Road to minimize the possibility of traffic backing up onto
Pilot Knob Road. Staff reviewed the proposed intersection modifications and finds them
acceptable.
Planning Report – Central Park Commons 5th Addn.
November 26, 2019
Page 5
Easements/Permits/Right‐of‐Way – Easements and right‐of‐way were previously provided with
the original development. This subdivision adds lot lines for this lot and the two (2) future lots.
No new easements over common lot lines are proposed as they are being addressed through
the Reciprocal Easement Agreement (REA) dated October 6, 2015, similar to the previous
additions. The REA also addresses cross easements for ingress/egress and shared parking and
private utility and street/parking lot maintenance.
The applicant should enter into an encroachment agreement for any retaining walls and the
water feature and its related equipment located in a drainage and utility easement, in a form
acceptable to the City Attorney.
Financial Obligation – At this time, there are no pending assessments on the parcel proposed
for platting. Based upon a study by City staff, all trunk and lateral utility financial obligations
have been previously collected for this property.
Tree Preservation – This development is subject to the Tree Preservation Plan that was
provided for the entire development in 2015. The plan identifies several mitigation trees within
Outlot C around the pond at the north end of the site. It appears some of the required
mitigation trees were not installed, for example the trees along the entrance drive from Central
Parkway. The applicant should confirm that all mitigation trees have been installed, and if any
are missing on this site, they should be installed with development of proposed Lot 1.
Landscaping – The proposed Landscape Plan provides evergreen trees to screen the service
area on the north side of the building. Substantial shrub and perennial plantings are proposed
around the building, and particularly along the walkway south of the building and between the
building and the “Creek” on the east edge of the property.
The “Creek” landscape and water feature along the eastern edge of this site is a key aesthetic
feature of the Central Park Commons Planned Development. While the applicant installed
much of the site landscaping with the initial development, this feature was only rough graded,
and left to be completed in conjunction with development on Outlot C. This landscape and
water feature should be completed along the entire length of the site with construction of the
first restaurant building. The development plans for the restaurant on proposed Lot 1 show the
scope of work includes complete installation of this landscape and water feature.
Any required mitigation trees that are to be planted with this development should be shown on
the Landscape Plan and identified as such. Tree mitigation is in addition to required
landscaping.
Parks and Recreation – The subject parcel is located within Park Service Area 9. This Service
Area contains three parks; Central Park, Pilot Knob Park and Quarry Park. Central Park is
located adjacent from the site location on Central Parkway. Pilot Knob Park is located one‐half
Planning Report – Central Park Commons 5th Addn.
November 26, 2019
Page 6
(½) mile north of the site on Towerview Road. Quarry Park is located one‐half (½) mile west on
Coachman Road. All park sites are accessible via connected segments of the City‐wide trail
system with no major transportation barriers.
The City‐wide trail system is immediately adjacent to the subject parcel on Pilot Knob Road.
Initial development of Central Park Commons also included construction of perimeter public
trails in full satisfaction of trail dedication requirements. Therefore, no trail dedication is due at
this time.
The property is subject to cash park dedication, and a Park Dedication Agreement identifying
the required dedication was executed in 2015 with the initial Central Park Commons site
development. The development receives a 37.5% credit of the park dedication amount, in
consideration for the property’s original development predating Central Park Commons having
provided on‐site recreational facilities for a number of years. The amount due is payable at the
time of Building Permit and will be calculated at the rates then in effect.
Final Planned Development Review – The applicant has submitted a Final Planned Development
for the restaurant building on proposed Lot 1. The restaurant use is consistent with the
Preliminary Planned Development Agreement. While a public hearing is not required for Final
Planned Development, review comments are included here for reference.
Use – The proposed restaurant use is consistent with the approved Preliminary Planned
Development. The Preliminary Planned Development also included approval for on‐sale
liquor, which will carry over to the Final Planned Development.
Site Plan – The submitted Site Plan for proposed Lot 1 shows an 8,000 square foot
restaurant building. A patio is provided at the front of the building as a gathering and
waiting area. Outdoor patio dining was a key feature of the Preliminary Planned
Development approval, and the user, Olive Garden, does not include outdoor seating and
dining as part of their operations. However, in keeping with the Preliminary Planned
Development, a small patio area that could be used for future outdoor dining is provided on
the south side toward the rear of the building.
The narrative describes the landscape “Creek” area as being “a visual amenity for the Olive
Garden and the future restaurants, while providing a buffer to Pilot Knob Road.” Also,
“pedestrian plaza areas are proposed between the restaurants with a more formal design
that includes enhanced paving, ornamental lighting, and seating, including a more formal
planting design.”
A pedestrian walkway south of the building on Lot 1 will be constructed between the
parking lot and public trail along Pilot Knob Road. There are two of these walkways in the
Preliminary Site Plan, and both include a bridge over the “Creek.” These elements facilitate
walkability and create connections to both the “Creek” feature and public trails.
Planning Report – Central Park Commons 5th Addn.
November 26, 2019
Page 7
Building Architecture/Materials – The proposed restaurant building has pitched roof and
varied roof heights. Different materials enhance the sections of the building. The exterior
finish consists primarily of simulated stone veneer, stone plank veneer and glass, with
different roof sections with both concrete tiles and standing seam metal panels. The
narrative describes proposed architecture and materials reflect an updated brand‐specific
building design by Olive Garden that adds a “modern twist on the traditional Tuscan
Farmhouse.” The rear outdoor patio area is covered by a wood post and beam pergola. A
similar feature is also on the north side of the building.
The Central Park Commons Planned Development did include a specific palette of materials
to create architectural cohesiveness throughout the development, and the proposed
materials deviate from that palette. At the same time, the Planned Development did
recognize some buildings and tenant spaces would utilize unique “trade‐dress” to reinforce
branding. The proposed restaurant architecture and materials are brand‐specific to Olive
Garden. Based on the color elevations, the color palette appears to be complementary to
the Central Park Commons materials palette with the stone veneer in a tan color similar to
the split‐face stone in the palette, and darker brown stone plank cladding similar to the
darker brick in the palette.
Mechanical Equipment – The plans do not specifically show mechanical equipment. City
Code requires all mechanical equipment, both rooftop and ground mounted, to be screened
from off‐site views. All mechanical equipment should be shown on the Site Plan or Building
Elevations plans at the time of Building Permit and demonstrate that such equipment is
effectively screened in accordance with City Code standards.
Signage – Building signage is proposed on all four (4) sides of the building. The Planned
Development allows signs on only three (3) elevations; therefore, the signage plan should
be revised to eliminate one (1) of the building signs.
In addition, a projecting sign is proposed over the To‐Go service pick‐up door on the north
end of the west elevation. This sign is inconsistent with both the Central Park Commons
Sign Agreement which does not permit signs that are perpendicular to the building, and the
City Code which does not allow signs to project more than 18 inches from the building wall.
The applicant characterizes this is a wayfinding sign, however, staff questions the need for
this sign because the short‐term parking for the To‐Go service is right in front of the To‐Go
pick‐up door, there is an identifying To‐Go sign on the window of the pick‐up door, and the
face of the projecting sign does not face the parking lot where the customers are. For these
reasons, the projecting sign should be removed from the signage package for this building.
Trash Storage – An enclosure for trash storage is located on the northeast corner of the
building with a 14‐foot drive lane providing vehicle access. The Preliminary Site Plan did not
identify service areas for trash, and with no vehicle access behind the buildings, trash pick‐
Planning Report – Central Park Commons 5th Addn.
November 26, 2019
Page 8
up must come from the front parking lot. The enclosure is architecturally integrated with
the building and is screened from the public streets with landscaping.
Parking – Parking is shared throughout the Central Park Commons development through
the Reciprocal Easement Agreement. Overall, the entire development provided 382 more
parking stalls than the City Code requirements. It is estimated that the four restaurants
collectively will have approximately 1,044 seats, requiring 348 parking stalls. Within the
current Outlot C, approximately 300 stalls are provided for all four (4) restaurants.
For the Olive Garden on proposed Lot 1, the 8,000 square foot restaurant is estimated to
have 255 seats, requiring 85 parking stalls; 89 parking stalls are provided within proposed
Lot 1. Four (4) of the stalls adjacent to the building are designated short‐term parking for
pick‐up orders.
Site Lighting – Site Lighting uses the same fixtures as are utilized throughout the rest of
Central Park Commons development. The submitted photometric plan is consistent with
the Preliminary Planned Development approval.
SUMMARY/CONCLUSION
The applicant is proposing a Preliminary Subdivision the site to allow for separate ownership,
leasing and occupancy of the restaurant buildings. The development plans for the site remain
consistent with the approved Preliminary Planned Development Agreement. The applicant has
established a Reciprocal Easement Agreement that addresses issues raised by subdividing the
property, such as shared ingress/egress, parking, utilities and underground stormwater
management systems.
While the Final Planned Development requires approval of the City Council, it does not require
a public hearing or recommendation from the Advisory Planning Commission. Therefore, the
Advisory Planning Commission is asked to provide action only on the Preliminary Subdivision
request.
ACTION TO BE CONSIDERED
To recommend approval of a Preliminary Subdivision to create three (3) lots on approximately
eight (8) acres located at the southwest corner of Central Parkway and Pilot Knob Road, legally
described as Outlot C, Central Park Commons.
If approved, the following conditions shall apply.
1. The applicant shall comply with these standards conditions of plat approval as revised by
Council on July 1, 2014: A1, C1, C2, C4, E1
Planning Report – Central Park Commons 5th Addn.
November 26, 2019
Page 9
2. The property shall be platted.
3. A detailed grading, drainage, erosion, and sediment control plan shall be prepared in
accordance with current City standards and codes prior to final subdivision approval.
4. All erosion/ sediment control plans submitted for development and grading permits shall be
prepared by a designer who has received current Minnesota Department of Transportation
(MNDOT) training, or approved equal training as determined by the City Engineer in
designing stormwater pollution prevention plans.
5. All personnel responsible for the construction and management of erosion/ sediment
control devices, and the establishment of vegetation for the development, shall have
received Erosion/Sediment Control site management certification through the University of
Minnesota, or approved equal training as determined by the City Engineer.
6. Erosion control measures shall be installed and maintained in accordance with City code
and engineering standards.
7. The applicant shall enter into an encroachment agreement for any retaining walls and the
water feature and its related equipment located in a drainage and utility easement, in a
form acceptable to the City Attorney.
8. This development is subject to the 2015 Tree Preservation Plan for Central Park Commons.
The applicant shall confirm that all mitigation trees have been installed, and if any are
missing within the current Outlot C, they should be installed at this time with development
of proposed Lot 1. Any required mitigation trees shall be shown on the Landscape Plan and
identified as such.
9. The landscape and water feature shall be completed along the entire eastern edge of the
site with construction of the first restaurant building.
10. In accordance with the 2015 Park Dedication Agreement, park dedication shall be through
cash payment at the time of Building Permit application at the rates then in effect.
STANDARD CONDITIONS OF PLAT APPROVAL
A.Financial Obligations
1.This development shall accept its additional financial obligations as defined in the staff s report
in accordance with the final plat dimensions and the rates in effect at the time of final plat
approval.
B.Easements and Rights-of-Way
1.This development shall dedicate 10-foot drainage and utility easements centered overall lot lines
and, 10-foot drainage and utility easements adjacent to all public rights-of-way where necessary
to accommodate existing or proposed utilities for drainage ways within the plat. The
development shall dedicate easements of sufficient width and location as determined necessary
by engineering standards.
2.This development shall dedicate, provide, or financially guarantee the acquisition costs of
drainage, ponding, and utility easements in addition to public street rights-of-way as required by
the alignment, depth, and storage capacity of all required public utilities and streets located
beyond the boundaries of this plat as necessary to service or accommodate this development.
3.This development shall dedicate all public right-of-way and temporary slope easements for
ultimate development of adjacent roadways as required by the appropriate jurisdictional
agency.
4.This development shall dedicate adequate drainage and ponding easements, in accordance with
requirements set forth in the latest version of the City's Stormwater Management Plan.
C.Plans and Specifications
1.All public and private streets, drainage systems, and utilities necessary to provide service to this
development shall be designed and certified by a registered professional engineer in accordance
with City adopted codes, engineering standards, guidelines, and policies prior to application for
final plat approval.
2.A detailed grading, drainage, erosion, and sediment control plan must be prepared in accordance
with current City standards prior to final plat approval.
3.This development shall ensure that all dead-end public streets shall have a permanent cul-de-
sac, or temporary cul-de-sac to be removed upon further extension (on stub streets),
constructed in accordance with City engineering standards. This development shall dedicate,
provide, or financially guarantee the acquisition costs of street easements or public street rights-
of-way as required by the alignment of the cul-de-sacs located within or beyond the boundaries
of this plat as necessary to service or accommodate this development.
4. A separate detailed landscape plan shall be submitted overlaid on the proposed grading and
utility plan. The financial guarantee for such plan shall be included in the Development Contract
and shall not be released until one year after the date of City certified compliance.
D. Public Improvements
1. If any improvements are to be installed under a City contract, the appropriate public
improvement project and associated contract must be awarded by Council action prior to final
plat approval.
E. Permits
1. This development shall be responsible for the acquisition of all regulatory agency permits
required by the affected agency prior to final plat approval.
F. Parks and Trails Dedications
1. This development shall fulfill its park and trail dedication requirements as recommended by the
Advisory Parks Commission and as awarded by the action of the City Council.
G. Tree Preservation and Mitigation
1. This development shall be responsible for preparing a tree preservation plan and mitigating for
any removal in excess of the allowable limits. Mitigation shall be in the form of replacement
trees, cash equivalent, or a combination thereof in accordance with the recommendation of the
Advisory Parks Commission and as allowed under the City's tree preservation ordinance and as
approved by the City Council.
H. Stormwater Management and Water Quality Protection
1. This development shall manage stormwater and protect water quality by meeting requirements
for design standards, minimizing impervious surface area and maximizing infiltration and
retention, and providing acceptable complementary stormwater treatments, stormwater
treatment ponds, regional ponds, and maintenance of private stormwater facilities in
accordance with the current City post construction regulations and as recommended by the
Advisory Parks Commission and awarded by C.
I. Wetlands Protection and Management
1. This development shall protect and manage wetlands by meeting requirements for wetland
delineations and assessments, sequencing and replacement, and wetland buffers and setbacks
in accordance with the current wetland protection and management regulations and as
recommended by the Advisory Parks Commission and awarded by Council action.
J. Airport Noise Attenuation
1. This development shall be responsible for meeting all appropriate noise attenuation conditions
if the property is located within the Metropolitan Council Noise Exposure and/or Buffer Zone.
K. Other
1. All subdivision, zoning, and other ordinances affecting this development shall be adhered to,
unless specifically granted a Variance by Council action.
L. Mailboxes
1. The construction and location of all mailbox supports shall be in accordance with the United
States Postal Service policies and regulations for centralized delivery, and the locations shall be
approved by the City Engineer and be identified in the final constructions plans for the
development.
Advisory Planning Commission City Council
Approved: August 25, 1987 September 15, 1987
REVISED: July 10, 1990
REVISED: February 2, 1993
REVISED: July 9, 2009
REVISED: July 1, 2014
FARNUMTOWNCENTREDRIVEMARICE DRQUARRYCT.BOARDWALKLOON LANETOWCTMARICECT
LETENDRE STTOWERVIEW ROADTOWERVIEW ROADNOR T H JURDYCTLEMIEUX CIRDRIVENORWESTST.CHARLESPLACECENTRALPARKWAYALDENPONDLANELANECOACHMANROADSHERMAN COURTSURREY HE IG HTSDRIVEJURDYROADPARKPLPINERC.S.A.H. NO. 31 (PILOT KNOB ROAD)DRIVECOACHMANROADDUCKWOODCOACHM A N R O A DFEDERAL DRIVEHIGH-SITEDRIVEARDWALK(YANKEE DOODLE ROAD)WOODLQUARRYSJU R D Y CTR OAKS RDC.S.A.H. NO. 31 (PILOT KNOB ROAD)DUCKWOFEDERAL DRIVECOACHM A N R O A DQUARRY RDCOUNTY ROAD NRED CEDAR ROADCOACHMANROADDENMARK AVEWASHINGTONDRIVEJ U RDY R OAD DENMARK AVECHERRYWO81ST ST WNTURY POINTARTHYRDTICAVEPilotKnobParkCentralParkParkMoonshineParkQuarry ParkParkLocation Map01,000500Feet´§¨¦35E§¨¦494Cliff RdDiffley RdYankee Doodle RdLone Oak RdMap Area ExtentProject Name: Central Park Commons 5th AdditionRequest: Preliminary SubdivisionFile No.: 09-PS-03-10-19Subject Site
CO. RD. 31 Pilot Knob RoadCO. RD. 31 Pilot Knob RoadMar ic e Dr iveCentral ParkwayNorthwood Parkway
Central Parkway
0 300150 Feet
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This map is for reference use only. This is not a survey and is not indtended to be used as one.
Aerial photo-Spring 2019
Project Name: Central Park Commons 5th Addn.Application: Preliminary SubdivisionCase No.: 09-PS-03-10-19
OLIVE GARDEN RESTAURANTPRELIMINARY SUBDIVISON AND FINAL PD SUBMITTALEXISTING CONDITIONS SURVEY
OLIVE GARDEN RESTAURANTPRELIMINARY SUBDIVISON AND FINAL PD SUBMITTALPRELIMINARY PLATCENTRAL PARK COMMONS FIFTH ADDITION
OLIVE GARDEN RESTAURANTPRELIMINARY SUBDIVISON AND FINAL PD SUBMITTALPRELIMINARY PLATCENTRAL PARK COMMONS FIFTH ADDITION
OLIVE GARDEN RESTAURANTSITE PLAN
OLIVE GARDEN RESTAURANTGRADING PLANPRELIMINARY SUBDIVISON AND FINAL PD SUBMITTALPATIO GRADING ENLARGEMENTNOT TO SCALE
BLOCK 18"E 194.77N00°06'13"E 284.94N01°15'03"E28.56S88°02'00"E89.27N71°58'01"E87.27N81°05'25"E61.7646°55'06"W15.30R=430.00L=211.33∆=28°09'34"N33°03'21"W10.07S56°56'39"W 99.46OLIVE GARDEN RESTAURANTPRELIMINARY SUBDIVISON AND FINAL PD SUBMITTALUTILITY PLAN
OLIVE GARDEN RESTAURANTPRELIMINARY SUBDIVISON AND FINAL PD SUBMITTALLANDSCAPE PLAN
OLIVE GARDEN RESTAURANTPRELIMINARY SUBDIVISON AND FINAL PD SUBMITTALLANDSCAPE DETAILSROCK MULCH AT SOD DETAILNOT TO SCALE5MULCH AT SIDEWALK DETAILNOT TO SCALE43PERENNIAL PLANTINGSNOT TO SCALE
1.31.31.21.21.11.00.90.80.81.41.31.21.21.11.00.90.90.80.80.40.30.21.81.71.51.31.21.01.00.90.90.80.80.60.40.30.30.20.20.12.82.52.01.51.21.00.90.90.90.90.91.00.60.40.40.30.20.22.92.62.82.81.81.31.11.00.90.91.01.11.31.72.01.51.11.31.74.42.71.51.81.41.01.21.41.40.90.70.50.40.30.23.22.52.12.32.92.31.41.11.01.01.01.21.62.12.62.72.01.31.51.82.52.22.12.31.81.31.41.61.81.41.10.80.60.40.32.72.92.41.62.32.72.41.51.21.01.01.21.62.52.82.93.62.92.11.72.22.22.53.03.42.82.11.82.52.62.52.21.50.90.50.32.53.32.52.42.43.22.21.51.21.11.11.42.12.82.22.32.63.73.02.42.12.62.82.32.63.53.32.83.12.61.91.92.31.40.70.41.92.22.93.33.13.32.71.91.51.31.21.21.52.42.52.11.42.33.02.72.02.13.02.11.92.02.43.42.83.12.01.51.61.81.90.90.51.91.92.02.22.52.62.42.01.71.41.31.31.31.62.42.92.32.22.43.22.41.82.03.02.11.81.82.33.32.73.02.01.21.51.72.00.90.52.02.01.92.02.02.01.91.71.61.51.41.31.41.52.02.93.02.73.23.12.31.91.92.72.72.22.32.82.92.42.92.11.81.72.31.60.80.42.22.22.11.91.81.81.71.71.61.61.51.51.41.41.51.72.12.73.03.02.92.62.32.02.12.72.83.13.12.62.32.42.72.52.41.91.00.60.42.42.22.22.11.91.81.71.71.61.61.61.61.61.61.61.61.61.82.02.32.82.32.22.12.41.61.62.02.52.11.71.62.11.81.61.41.00.70.40.32.52.52.32.22.11.91.81.71.71.61.61.71.71.81.81.71.71.71.81.92.32.42.32.22.31.91.61.31.61.91.51.21.31.51.51.00.80.60.50.30.22.32.32.32.22.11.91.71.71.71.71.71.81.91.92.02.02.01.91.91.92.32.42.11.41.71.81.51.21.41.71.41.01.21.31.30.70.60.40.30.30.22.12.22.22.22.22.01.81.71.71.71.71.81.92.02.12.12.22.22.12.02.02.32.71.61.31.91.71.61.21.51.00.60.40.30.30.20.22.02.12.22.22.12.11.91.81.71.71.71.71.82.02.22.22.32.32.22.22.22.12.21.71.71.31.00.60.40.30.30.20.20.11.71.81.92.02.02.02.01.91.81.71.71.71.81.92.12.32.32.42.52.42.32.32.11.91.80.60.60.40.30.20.20.20.10.11.61.71.81.91.91.91.91.81.81.81.81.81.82.02.22.32.42.62.82.62.52.32.22.12.00.40.40.30.30.20.20.20.10.11.51.61.61.71.71.81.91.91.81.81.81.81.81.92.02.22.32.42.52.62.62.52.52.62.62.50.20.20.30.30.20.20.20.10.10.11.51.61.61.71.71.71.81.91.91.81.81.81.91.92.02.22.32.42.42.52.52.62.93.23.02.90.30.30.30.30.20.20.20.10.10.11.51.61.61.71.71.71.81.81.91.91.91.91.92.02.02.12.22.42.42.52.52.73.22.83.02.50.50.50.40.30.30.20.20.20.10.11.61.71.71.71.71.81.81.81.91.91.91.91.92.02.02.02.12.32.42.42.52.83.33.02.91.20.90.60.40.30.30.20.20.10.11.81.81.81.81.81.81.91.91.91.91.91.91.91.91.92.02.02.12.32.42.52.73.22.82.91.31.51.00.60.40.30.30.20.20.12.02.02.02.02.01.91.91.91.91.92.01.91.91.91.92.02.02.12.22.42.72.93.13.22.41.61.11.62.02.20.81.61.61.40.90.70.50.30.30.20.10.12.12.22.32.22.12.12.02.02.01.92.02.02.02.02.02.02.02.12.42.93.13.13.23.02.72.52.01.71.41.41.51.71.10.81.31.81.81.91.41.20.80.50.30.20.20.12.32.32.32.32.32.22.12.02.02.02.02.02.12.02.02.02.12.32.72.92.62.72.73.12.52.22.31.71.21.01.41.71.21.51.51.72.42.01.21.21.30.80.40.20.20.12.52.52.52.52.42.22.12.02.02.02.02.12.12.12.12.22.22.43.02.62.52.42.83.22.62.32.41.91.71.51.52.02.12.12.02.12.21.31.10.91.01.00.50.30.20.12.52.72.82.62.62.52.32.12.12.02.02.02.12.22.32.32.32.42.53.02.82.72.93.23.73.12.62.32.41.81.82.52.52.12.01.71.61.81.20.70.80.81.10.50.30.20.12.52.72.82.72.62.62.42.22.12.12.12.12.22.32.42.52.52.62.72.93.33.23.54.54.53.93.42.62.12.22.52.51.71.51.41.81.41.61.11.00.91.10.90.40.30.20.12.52.62.72.72.72.62.42.32.22.22.22.22.42.52.62.72.72.72.72.83.13.64.54.13.33.03.33.02.01.82.01.71.41.01.21.61.31.21.41.31.31.10.60.30.20.20.12.52.62.72.72.72.62.52.42.32.32.32.42.62.72.82.82.82.82.82.82.93.34.33.32.72.62.73.42.11.72.01.71.31.11.21.51.00.80.80.90.80.60.40.30.20.10.12.52.62.72.72.72.62.52.52.42.42.52.62.72.82.93.03.13.02.92.82.83.14.13.33.03.13.03.52.21.71.31.01.31.20.70.50.50.50.40.30.30.20.10.10.12.32.52.52.62.62.62.62.52.52.52.62.72.93.03.03.23.33.13.02.92.82.93.64.03.83.91.31.31.10.70.50.40.40.30.30.20.20.20.10.10.12.32.42.52.62.62.72.62.62.62.72.82.93.03.03.13.13.13.13.02.92.82.73.03.60.70.70.60.50.40.40.30.30.20.20.20.10.10.10.12.32.42.52.72.72.82.82.82.82.82.93.03.03.13.13.13.13.03.02.92.82.83.03.20.50.50.40.40.30.30.20.20.20.10.10.10.10.12.32.52.72.82.92.92.92.92.92.93.03.03.03.13.13.13.13.03.02.93.03.33.33.20.50.50.50.50.40.30.30.20.20.10.10.10.10.12.42.62.72.82.93.03.03.02.92.92.92.93.03.03.03.13.03.03.03.03.43.03.03.10.60.91.00.90.70.40.30.20.20.10.10.10.10.12.42.62.72.82.93.03.02.92.92.82.82.82.93.03.03.03.03.03.03.13.53.02.73.01.41.11.11.20.70.40.20.20.10.10.10.10.12.42.62.83.02.92.92.92.92.82.72.72.82.93.03.03.03.03.03.03.13.53.02.93.11.21.00.91.01.00.50.30.20.10.10.10.10.12.02.32.52.83.02.92.92.92.82.72.62.62.72.93.03.13.03.13.03.03.03.33.32.82.81.40.80.80.81.10.50.30.20.10.10.10.10.11.92.22.42.52.72.82.82.82.72.62.52.52.72.93.03.13.03.03.02.92.92.92.92.92.72.41.10.91.11.00.40.30.20.10.10.10.10.11.82.12.22.32.52.62.62.62.52.42.42.52.62.93.03.03.13.13.02.92.72.62.42.22.01.91.31.21.20.60.30.20.20.10.10.10.10.11.71.92.12.22.32.42.52.42.42.32.32.42.62.82.93.03.23.23.02.82.62.42.11.91.71.51.00.90.60.40.30.20.20.10.10.10.10.11.51.71.92.02.12.22.32.32.32.22.32.42.52.72.82.93.03.02.82.72.52.31.91.71.51.41.20.40.40.40.30.20.20.10.10.10.10.10.11.31.41.61.71.81.92.02.12.22.22.22.32.52.62.72.82.82.72.72.62.42.11.81.61.41.31.21.00.40.30.30.20.20.10.10.10.10.10.11.11.31.41.51.61.71.92.02.12.22.22.32.42.52.62.72.72.72.62.52.32.01.81.51.41.21.11.11.20.50.40.30.40.30.20.20.20.10.10.10.10.10.11.01.11.31.41.51.61.71.92.02.12.22.32.32.42.52.62.62.62.52.42.22.01.71.51.41.31.21.31.61.91.91.61.10.80.60.60.50.40.30.30.20.20.20.10.10.10.10.10.91.11.21.31.41.51.61.81.92.02.12.22.32.32.42.42.42.42.32.32.11.91.71.51.41.31.31.61.81.31.41.31.61.11.01.00.80.60.40.30.30.20.20.20.10.10.10.10.91.01.11.31.41.51.61.71.82.02.12.22.22.32.32.32.32.32.22.22.11.91.81.61.41.31.41.81.41.31.01.31.81.71.51.21.31.10.70.50.40.30.30.20.20.10.10.10.80.91.11.21.31.41.61.71.81.92.02.22.22.32.42.32.32.32.22.12.11.91.82.51.61.41.41.81.51.31.11.21.91.81.10.91.01.31.00.70.60.60.40.30.20.20.10.10.80.91.01.21.31.51.61.71.81.92.12.22.32.42.52.52.52.42.32.22.11.91.82.81.71.41.41.61.91.31.21.61.91.51.00.40.91.21.31.11.21.10.90.50.30.20.10.10.80.91.01.21.41.51.61.71.81.92.12.22.32.52.62.72.72.62.52.42.22.01.91.71.61.41.51.31.51.41.61.10.91.01.51.51.40.90.81.10.90.40.20.10.10.80.91.11.21.41.61.71.81.92.02.12.32.42.62.82.92.92.82.72.52.32.11.91.81.61.31.11.51.41.21.41.51.60.90.80.70.81.10.50.30.20.10.80.91.11.31.51.71.82.02.02.12.22.42.52.83.03.03.02.92.82.62.42.22.06.52.01.31.41.11.01.01.40.90.60.50.81.20.60.30.20.10.10.81.01.11.31.61.82.02.22.32.32.42.52.73.03.23.33.23.23.02.82.52.21.91.81.70.50.60.71.11.10.80.80.91.00.50.20.10.10.10.81.01.21.41.72.02.22.42.52.62.72.83.03.33.43.53.53.53.22.92.62.31.93.62.00.40.40.50.71.11.21.21.10.60.30.20.10.10.10.91.01.31.51.92.12.42.52.62.82.93.13.33.63.73.73.73.63.33.02.72.41.91.91.71.50.30.30.30.40.50.60.60.50.30.20.20.10.10.10.91.11.31.72.02.22.52.62.83.03.23.43.63.83.93.83.73.63.43.33.02.62.01.92.30.20.20.30.30.30.30.30.30.20.20.10.10.10.11.01.11.41.72.12.32.62.93.03.13.43.73.94.04.04.03.93.83.83.73.22.92.41.92.10.30.20.20.20.20.20.20.20.10.10.10.10.10.01.01.21.51.82.02.32.63.03.13.33.63.94.14.14.14.14.14.24.23.22.72.32.41.91.31.00.40.30.30.30.20.20.20.10.10.10.10.10.10.10.10.01.01.21.51.72.02.22.52.83.13.43.84.14.34.34.24.24.34.43.92.92.02.12.01.91.31.02.71.00.50.40.30.20.10.10.10.10.10.10.10.10.00.01.01.21.41.61.92.22.42.73.13.53.94.24.44.44.34.34.44.33.72.62.12.02.11.71.20.90.70.60.40.61.51.81.81.30.80.50.30.20.10.10.10.10.10.10.10.00.00.00.91.11.31.51.72.02.32.73.13.53.94.44.74.64.44.54.63.93.02.52.02.12.01.41.00.80.70.60.70.91.42.32.22.12.21.40.70.40.20.20.10.10.10.10.10.00.00.00.00.81.01.11.31.51.82.22.53.03.54.14.64.94.64.44.54.63.02.11.92.01.80.71.10.90.70.60.60.71.12.11.81.51.41.62.01.00.50.30.20.10.10.10.10.10.00.00.00.00.70.81.01.11.31.62.02.42.93.64.45.04.94.54.24.34.12.31.51.41.31.21.00.90.70.60.60.60.71.12.21.51.00.91.42.11.10.50.30.20.10.10.10.10.00.00.00.00.00.60.70.81.01.21.51.82.32.93.84.65.25.04.43.93.93.41.71.31.21.00.90.80.70.60.50.50.50.61.02.11.71.51.41.52.11.00.50.30.20.10.10.10.10.00.00.00.00.00.50.60.70.91.11.41.82.33.03.84.75.04.94.24.23.92.71.61.21.00.90.70.70.60.50.50.40.40.50.81.42.21.91.92.21.40.70.40.20.20.10.10.10.00.00.00.00.00.00.40.50.60.81.01.31.82.43.03.84.44.44.24.04.63.92.31.41.00.90.70.60.50.50.40.40.30.30.40.50.81.21.61.61.20.80.50.30.20.10.10.10.10.00.00.00.00.00.00.30.40.50.70.91.31.82.43.03.74.03.93.63.63.83.01.81.10.80.70.60.50.40.40.30.30.30.30.30.40.50.60.70.70.60.40.30.20.20.10.10.10.00.00.00.00.00.00.00.40.60.91.31.82.32.83.33.53.53.53.43.01.81.30.90.70.50.50.40.30.30.30.20.20.20.30.30.30.40.40.40.30.30.20.20.10.10.10.10.00.00.00.00.00.00.01.21.72.12.52.83.13.43.63.31.81.10.90.70.60.40.40.30.30.20.20.20.20.20.20.20.20.20.20.20.20.20.10.10.10.10.10.00.00.00.00.00.00.00.02.22.42.83.23.32.10.90.70.60.50.40.30.30.30.20.20.20.20.20.20.20.20.20.20.20.20.10.10.10.10.10.10.00.00.00.00.00.00.00.02.82.41.20.50.50.50.40.30.30.20.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.30.30.30.30.20.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.1NNCalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinSITE GROUNDIlluminanceFc1.636.50.0N.A.N.A.Luminaire ScheduleSymbolQtyLabelArrangementTotal Lamp LumensLLFDescriptionLum. Watts1CC1SINGLEN.A.0.900LUMARK XTOR1A MOUNT AT APPROX 9FT716MMSINGLEN.A.0.900MCGRAW GAR-080-LED-E1-5-GLOW-X MOUNT AT 16FT97.92MM2BACK-BACKN.A.0.900MCGRAW GAR-080-LED-E1-5-GLOW-, 2@180, MOUNT AT 16FT97.94NNSINGLEN.A.0.900FC LIGHTING FCB450-UNVV-4K-DARK BRONZE321XCC1SINGLEN.A.0.900EXIST LUMARK XTOR1A MOUNT AT APPROX 9FT72XKKSINGLEN.A.0.900EXIST MCGRAW GLEON-AE-10-LED-E1-T3 MOUNT ON 35FT POLE WITH 3FT BASE52814XLLSINGLEN.A.0.900EXIST MCGRAW GLEON-AE-10-LED-E1-5WQ MOUNT ON 35FT POLE WITH 3FT BASE5285XMM2BACK-BACKN.A.0.900EXIST MCGRAW GAR-080-LED-E1-5-GLOW-, 2@180, MOUNT AT 16FT97.9OLIVE GARDEN RESTAURANTPRELIMINARY SUBDIVISON AND FINAL PD SUBMITTALPHOTOMETRIC PLAN6130 Blue Circle Dr., Minnetonka, MN 55343Ph 952-217-0400 - Fax 952-930-1632www.pulseproducts.com
21x4221x4214x6014x6014x6021x3621x3621x3621x3621x4221x42FLOORPLANA-1.1123456Restaurant #: 18G0077Issue Date:DrawingREVISIONARCHITECTS PROJECTJob #19-14610-16-19EAGAN,MN 55121OLIVE GARDENP76 DOMANI-L1833 E 17th. Street; Suite 301Santa Ana, CA. 92705phone 714.832.1834
EXTERIORELEVATIONSA-5.1123456Restaurant #: 18G0077Issue Date:DrawingREVISIONARCHITECTS PROJECTJob #19-14610-16-19EAGAN,MN 55121OLIVE GARDENP76 DOMANI-L1833 E 17th. Street; Suite 301Santa Ana, CA. 92705phone 714.832.1834
EXTERIORELEVATIONSA-5.2123456Restaurant #: 18G0077Issue Date:DrawingREVISIONARCHITECTS PROJECTJob #19-14610-16-19EAGAN,MN 55121OLIVE GARDENP76 DOMANI-L1833 E 17th. Street; Suite 301Santa Ana, CA. 92705phone 714.832.1834
ITALIAN RESTAURANTEAGAN, MN0510 20File Name: 19146 Eagan, MN-Domani Left_Color ElevationsFor: Darden Restaurants Orlando, FL 407 245 4000By: CRHO Architects Santa Ana, CA 714 832 183410-14-19MATERIAL LEGEND106 PAINT @ WOOD TRIM, WINDOWS & DOORS Benjamin Moore HC-67 "Clinton Brown"107 STONE VENEER (#139 Brick Clinkers) - Coronado Stone "Appalachian Fieldstone" w/ matching chiseled corner stones Color: "Mountain Sunset" Grout: Natural Gray110 CONCRETE ROOF TILE Eagle Roof Tile - Capistrano "Olive Garden Blend"144 PAINT @ WOOD TRELLIS Benjamin Moore 2142-10 "Mediterranean Olive"139 BRICK CLINKERS - Coronado Stone 2-1/8" x 8" Thin Brick Tumbled w/ 3/8" Mortar Joint108 STONE PLANK CLADDINGCoronado Woodstone "Rustic Cedar" 6 X 36113 STANDING SEAM METAL ROOF "Dark Bronze Finish"15'-0"22'-0"29'-5"STONE PLANKCLADDING 108STONE VENEER 107FRONT ELEVATION Sheet 1 of 4STANDING SEAMMETAL ROOF 113WOOD FACIA & EAVES- PAINT 106ROOF TILE 110STANDING SEAMMETAL ROOF 113GALVANIZED METAL PANEL -COLOR TO MATCH 113
ITALIAN RESTAURANTEAGAN, MN0510 20File Name: 19146 Eagan, MN-Domani Left_Color ElevationsFor: Darden Restaurants Orlando, FL 407 245 4000By: CRHO Architects Santa Ana, CA 714 832 183410-14-19MATERIAL LEGEND106 PAINT @ WOOD TRIM, WINDOWS & DOORS Benjamin Moore HC-67 "Clinton Brown"107 STONE VENEER (#139 Brick Clinkers) - Coronado Stone "Appalachian Fieldstone" w/ matching chiseled corner stones Color: "Mountain Sunset" Grout: Natural Gray110 CONCRETE ROOF TILE Eagle Roof Tile - Capistrano "Olive Garden Blend"144 PAINT @ WOOD TRELLIS Benjamin Moore 2142-10 "Mediterranean Olive"139 BRICK CLINKERS - Coronado Stone 2-1/8" x 8" Thin Brick Tumbled w/ 3/8" Mortar Joint108 STONE PLANK CLADDINGCoronado Woodstone "Rustic Cedar" 6 X 36113 STANDING SEAM METAL ROOF "Dark Bronze Finish"22'-0"22'-0"STONE PLANKCLADDING 108 Sheet 2 of 4REAR ELEVATIONWOOD FACIA & EAVES- PAINT 106BRICK CLINKERS 139STANDING SEAMMETAL ROOF 113STANDING SEAMMETAL ROOF 113STONE VENEER 107DOOR - PAINT 106SPANDREL GLASS (5)
ITALIAN RESTAURANTEAGAN, MN0510 20File Name: 19146 Eagan, MN-Domani Left_Color ElevationsFor: Darden Restaurants Orlando, FL 407 245 4000By: CRHO Architects Santa Ana, CA 714 832 183410-14-19MATERIAL LEGEND106 PAINT @ WOOD TRIM, WINDOWS & DOORS Benjamin Moore HC-67 "Clinton Brown"107 STONE VENEER (#139 Brick Clinkers) - Coronado Stone "Appalachian Fieldstone" w/ matching chiseled corner stones Color: "Mountain Sunset" Grout: Natural Gray110 CONCRETE ROOF TILE Eagle Roof Tile - Capistrano "Olive Garden Blend"144 PAINT @ WOOD TRELLIS Benjamin Moore 2142-10 "Mediterranean Olive"139 BRICK CLINKERS - Coronado Stone 2-1/8" x 8" Thin Brick Tumbled w/ 3/8" Mortar Joint108 STONE PLANK CLADDINGCoronado Woodstone "Rustic Cedar" 6 X 36113 STANDING SEAM METAL ROOF "Dark Bronze Finish"26'-8"20'-10"20'-5"STONE PLANKCLADDING 108STONE VENEER 107BRICK CLINKERS 139WOOD TRELLIS -PAINT 144SPANDREL GLASS (3)RIGHT ELEVATION Sheet 3 of 4ROOF TILE 110STANDING SEAMMETAL ROOF 113
ITALIAN RESTAURANTEAGAN, MN0510 20File Name: 19146 Eagan, MN-Domani Left_Color ElevationsFor: Darden Restaurants Orlando, FL 407 245 4000By: CRHO Architects Santa Ana, CA 714 832 183410-14-19MATERIAL LEGEND106 PAINT @ WOOD TRIM, WINDOWS & DOORS Benjamin Moore HC-67 "Clinton Brown"107 STONE VENEER (#139 Brick Clinkers) - Coronado Stone "Appalachian Fieldstone" w/ matching chiseled corner stones Color: "Mountain Sunset" Grout: Natural Gray110 CONCRETE ROOF TILE Eagle Roof Tile - Capistrano "Olive Garden Blend"144 PAINT @ WOOD TRELLIS Benjamin Moore 2142-10 "Mediterranean Olive"139 BRICK CLINKERS - Coronado Stone 2-1/8" x 8" Thin Brick Tumbled w/ 3/8" Mortar Joint108 STONE PLANK CLADDINGCoronado Woodstone "Rustic Cedar" 6 X 36113 STANDING SEAM METAL ROOF "Dark Bronze Finish"26'-8"20'-5"STONE PLANKCLADDING 108ROOF TILE 110WOOD TRELLIS -PAINT 144LEFT ELEVATION Sheet 4 of 4STONE VENEER 107STANDING SEAMMETAL ROOF 113
CENTRAL PARK COMMONSEAGAN, MINNESOTARESTAURANT ROWGOLIVE GARDEN8,000 SFHFUTURERESTAURANT7,000 SFIFUTURERESTAURANT5,000 SFJFUTURERESTAURANT8,600 SFPILOT KNOB RD.STACKED STONE POND EDGINGROCK OUTCROPPING LANDSCAPE NODECREEK AREA ILLUSTRATIVE SITE PLANCHARACTER EXAMPLESCOLORED CONCRETE PATHWAY OUTDOOR PATIO EXISTING PONDPROPOSED CREEKOLIVE GARDEN PATIO10-16-2019NPOSSIBLE FUTURE PATIO
CENTRAL PARK COMMONSEAGAN, MINNESOTAOLIVE GARDEN PATIOSPECIMEN TREE FOCAL POINT AND UNDER-PLANTINGSBENCH SEATINGMEDIUM SHRUB HEDGE (~5’)10-16-2019N
Preliminary Subdivision and Final Planned Development October 15, 2019
Olive Garden – Eagan, MN Page 1 of 2
FINAL PLANNED DEVELOPMENT
SUBMITTAL NARRATIVE
OLIVE GARDEN – CENTRAL PARK COMMONS
EAGAN, MINNESOTA
October 15, 2019
COMPREHENSIVE GUIDE PLAN DESIGNATION
The existing Central Park Commons Development including the existing Outlot C currently has
a 2030 Land Use designation of RC-Retail Commercial with a Special Area Boundary. No Land
Use designation change is requested.
ZONING CLASSIFICATION
The Central Park Commons Development including the existing Outlot has a current Zoning of
PD-Planned Development. No Zoning designation change is requested.
LAND USE
EXISTING CONDITIONS
The existing Central Park Commons Development is a mixed-use project. The 47 acre site is
designed as a series of neighborhoods with similar type of uses: service-based retail, medical
office and sit-down restaurants. Seeking to limit the expanses of parking was a key design goal,
while still preserving the access and convenient parking that shoppers expect in a suburban
setting, while meeting the end user requirements.
The existing site for the proposed Olive Garden Restaurant is vacant but is pad ready with
existing parking and the necessary utility stubs.
PROPOSED PLAN
The proposed Olive Garden restaurant is a full-service, casual dining serving both lunch and
dinner. Emphasizing high quality, Olive Garden appeals to all guests with its distinctive
combination of attentive personalized service and flavorful entrees served in an inviting,
comfortable atmosphere. Today, the Olive Garden family of 800+ restaurants is evolving the
brand with our customers' favorites in mind.
Olive Garden is excited to introduce its newest building design for this location. The latest
design introduces a new modern twist on the traditional Tuscan Farmhouse. The exterior consist
of an updated mix of colors and materials including stone veneer, stone plank cladding, and
brick. The interior has been improved incorporating a private dining area with a wall of windows
and new To-Go/Market area within the restaurant. The dining experience offers a more upscale
feel at a casual dining price point.
Preliminary Subdivision and Final Planned Development October 15, 2019
Olive Garden – Eagan, MN Page 2 of 2
The project data is as follows:
x Building Floor Area – 7,989 sq. ft.
x Seating/Dining – 255
x Hours of Operation – normal hours are 11am-10pm Sunday through Thursday, and
11am-11pm on Friday and Saturday.
x Number of employees - +/- 28 maximum per shift, with three shifts = +/- 90 total (Full
and Part-time)
x Olive Garden typically has two (2) trash bins and recycles cardboard - pick up is
approximately 4 times per week. All deliveries and pick-ups are coordinated before
10am.
The “Creek” area in the northeast portion of Central Park Commons and immediately adjacent to
the proposed Olive Garden will be constructed and finished prior to the restaurant opening. The
“Creek” will provide a visual amenity for the Olive Garden and the future restaurants, while
providing a buffer to Pilot Knob Road. Pedestrian plaza areas are proposed between the
restaurants with a more formal design that includes enhanced paving, ornamental lighting, and
seating, including a more formal planting design.
TIMING/PHASING
Construction is anticipated to begin in the spring of 2020. The construction is planned to take
approximately 5 months and allow for an opening date in the fall of 2020.
CONCLUSION
CSM Eagan, LLC seeks to provide a highly desirable retailer, Olive Garden Restaurant at the
existing Central Park Commons Development. They have used thoughtful site design, innovative
architecture to utilize this vacant site in an existing successful mixed-use destination in Eagan.
FINAL PLANNED DEVELOPMENT AGREEMENT
LOT 1, BLOCK 1, CENTRAL PARK COMMONS 5th ADDITION
(OLIVE GARDEN)
This Final Planned Development Agreement (“hereinafter “Agreement”) is made
effective as of the ______ day of _____________ 2019, by and between the City of Eagan
(hereinafter the “City”), a Minnesota municipal corporation, and CPC Development, L.L.C., a
Delaware limited liability company, (hereinafter “Owner”). The City and Owner are hereinafter
collectively known as the "Parties."
WHEREAS, the City Council of the City of Eagan is the official governing body of the
City; and
WHEREAS, the Owner is the fee owner of Lot 1, Block 1, Central Park Commons 4th
Addition (the “Property”); and
WHEREAS, the use and development of the Property is governed by a Preliminary
Planned Development Agreement dated February 3, 2015, and recorded June 9, 2015 as
document 3071577 (the “Development Agreement”); and
WHEREAS, the Owner submitted an application for a 8,000 s.f. restaurant with on-sale
liquor service upon the Property (the “Development Proposal”); and
WHEREAS, the Development Proposal and plans attached hereto (Exhibits B-G) are
found to be in conformance with the Development Agreement, and the Parties hereby
acknowledge that this Agreement and the attached exhibits constitute the Final Planned
Development for the Property.
NOW, THEREFORE, it is hereby agreed to and between the Parties as follows:
1.This Agreement applies only to the Property and replaces and supersedes the
Development Agreement for the Property.
2
2. This Agreement includes specific conditions to the Property as set forth in Exhibit
A attached hereto.
3. The use and development of the Property shall be in conformance with the
following plans (the Development Plans) attached hereto as Exhibits B-G. (A full-
size copy of these exhibits shall be on file with the City’s Community Development
Department.)
Exhibit B – Final Site Plan dated October 16, 2019
Exhibit C – Final Building Elevations Plan dated October 16, 2019
Exhibit D – Final Landscape Plan dated October 16, 2019
Exhibit E – Final Signage Plan dated October 6, 2015
Exhibit F – Final Site Lighting Plan dated October 16, 2019
Exhibit G – Final Amenities Plan dated February 1, 2016
4. This Agreement shall run with the Property until terminated and shall be binding
upon the successors and assigns of the Owner.
5. This Agreement shall expire two (2) years from the date of execution unless prior
to such date, the City has issued a Certificate of Occupancy for the improvements
to be constructed in accordance with the Development Plans. In the event this
Agreement expires, the City may at its sole option, initiate an amendment to its
Comprehensive Guide Plan and rezone the Property in accordance with
Minnesota statutes and the City Code. In the event the City rezones the Property,
this Agreement shall automatically terminate upon the effective date of the
rezoning.
6. This Agreement may be modified, amended or supplemented solely in
compliance with City ordinances, rules and regulations. Notwithstanding, any
changes to the Development Plans that are not substantive may be approved
administratively by City staff. Substantive modification to the Development
Plans requires an amendment to this Agreement.
7. All site improvements including lighting, signage, landscaping, and paved
surfaces, shall be maintained in good repair.
IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date
and year first above written.
3
Final Planned Development Agreement
Signature Page for the City
CITY OF EAGAN,
a Minnesota Municipal Corporation
BY: ______________________________
Mike Maguire
Its: Mayor
BY: ______________________________
Christina M. Scipioni
Its: Clerk
APPROVED AS TO FORM: APPROVED AS TO CONTENT:
________________________________ _________________________________
City Attorney City Planner
STATE OF MINNESOTA)
)ss
COUNTY OF DAKOTA )
On this _____ day of ________________ , 2019 before me a Notary Public within and
for said County personally appeared Mike Maguire and Christina M. Scipioni to me personally
known, who being each by me duly sworn, each did say that they are respectively the Mayor and
Clerk of the City of Eagan, the municipality named in the foregoing instrument, and that the seal
affixed in behalf of said municipality by authority of its City Council and said Mayor and Clerk
acknowledged said instrument to be the free act and deed of said municipality.
___________________________
Notary Public
4
Final Planned Development Agreement
Signature Page for the Owner
OWNER:
CPC Development, L.L.C. a Delaware limited liability company
By: _______________________________
Its: ____________________________
STATE OF MINNESOTA )
) ss
COUNTY OF ____________)
The foregoing instrument was acknowledged before me this __________ day of
__________________, 2019, by _____________________________________________, the
___________________ of CPC Development, L.L.C., a Delaware limited liability company, on
behalf of the limited liability company.
___________________________________
Notary Public
THIS INSTRUMENT WAS DRAFTED BY:
Dougherty, Molenda, Solfest, Hills & Bauer P.A.
14985 Glazier Avenue, Suite 525
Apple Valley, MN 55124
(952) 953-8847
(RBB: 206-41408)
EXHIBIT A
1. A Final Planned Development Agreement shall be required for each lot as it develops.
The following plans are required for the Final Planned Development Agreement and
shall be consistent with the approved master plans for the Preliminary Planned
Development.
• Final Site Plan
• Final Building Elevations
• Final Landscape Plan
• Final Signage Plan
• Final Lighting Plan
• Final Amenities Plan
2. The property shall be platted.
3. A Master Association shall be created, or a similar maintenance requirements through
an ROEA, in a form acceptable to the City Attorney, for the maintenance of the
amenities and shared easement areas in the development. (Satisfied)
4. Ingress-egress easements shall be provided to ensure all parcels have access to a
public street. Such easements shall be in a form acceptable to the City Attorney.
(Satisfied)
5. All buildings shall present an attractive appearance on all sides with similar
architectural features and materials as the front/entry sides of the buildings.
6. All outdoor dining areas shall be designed and operated consistent with City Code
standards. For each outdoor dining area, a detailed patio seating plan should be
provided at the time of Final Planned Development. Outdoor patio dining should
meet City Code requirements of Sec. 11.70, Subd. 29, with the exception that parking
is considered satisfied. If a patio is within 20 feet of an internal street, bollards to
prevent vehicle penetration are acceptable with appropriate sidewalk connection.
(Applicable if outdoor dining is added in the future.)
7. At the time of application for any on-sale liquor license, the developer shall verify
that the licensed premises satisfies the special use setback.
8. Operation and maintenance of the seasonal outdoor sales area, as well as any
associated signage, shall be subject to compliance with City Code standards. (Not
applicable to this lot.)
9. Detached trash enclosures shall be located as identified on the approved Site Plan,
and shall meet the design standards in the City Code, and be constructed of the same
finish materials as the principal buildings. (Trash enclosure on this lot is attached.)
10. All rooftop mechanical equipment shall be depicted on final drawings for Building
Permit and compliance with screening standards verified at that time.
11. Cart corrals shall be shown on the Final Site Plan. Cart corrals shall be a permanent
installation, and no signage shall be placed on the corrals. All shopping carts shall be
collected each day and stored within a building overnight. A storage area for carts
shall be provided within the buildings for that purpose. (Not applicable to this lot.)
12. The Final Landscape Plan shall have amended specifications to include a note that the
root ball be set flush with grade with the root flare visible 1-2” above grade.
Additionally, the plan shall note mulch shall not be in contact with the trunk of the
tree. (Satisfied)
13. All landscaped areas shall be provided with automatic irrigation in compliance with
City Code requirements. (Identified on Landscape Plan)
14. A financial guaranty for landscaping and tree mitigation shall be provided at the time
of Final Subdivision, in accordance with City Code provisions. (Due at time of
Building Permit for this lot.)
15. A blue or other industry standard recycling receptacle shall be placed directly next to
all trash receptacles in the common areas of the development. Uniform labels on
receptacles and lids will indicate recycling or trash and will specifically identify the
types of items accepted in each container.
16. Pedestrian crossings of drive lanes shall be visually and texturally offset through use
of a different pavement material. (None on this lot.)
17. Storage of commercial vehicles integral to the principal use of the property shall be
subject to City Code standards, and the designated parking stalls shall be identified on
the Site Plan at the time of Final Planned Development.
18. A cohesive consistent design shall be provided for all free-standing signs. (Satisfied)
19. On free-standing signs, including the Project Sign-Marquee, tenant panels shall be of
same construction design consisting of metal panels backlit with translucent graphics.
20. To establish sign placement, size and design parameters for the development, a
Master Signage Agreement shall be provided, with the first Final Planned
Development, and identify tenants that will be served by each pylon and/or
monument sign. This Master Signage Agreement shall be in a form acceptable to the
City Attorney, to be executed and recorded against the property. (Satisfied)
21. Except for the Project Sign-Marquee, all monument and pylon signs shall be center
identification signs consistent with the design as reflected in the Preliminary Planned
Development, with the location depicted on the Master Sign Plan/Agreement. The
dimensions of the monuments sign shall be as depicted on the Sign Plan. (Satisfied)
22. A final design with a sign panel and indication of overall height shall be provided for
the Gateway sign in the northwest corner of the site. (Not applicable to this lot.)
23. Easements shall be dedicated to make certain that the monument improvements are
maintained at an appropriate level consistent with the City’s established
monumentation on Central Parkway. The developer shall enter into an encroachment
agreement, in a form acceptable to the city attorney, to allow for the placement of
these monuments within the public right-of-way. (Satisfied)
24. A final design plan for the Project Sign-Marquee indicating sign face size and setback
location shall be submitted for approval with the first Final Planned Development.
Tenant sign identification on the marquee pylon shall be in two complementary earth
tone colors, with the tenant’s choice of font and letter style. All signs on the structure
shall be the same construction design consisting of metal panels backlit with
translucent graphics.
25. A final design plan for the monument identification sign at the southwest corner of
the site (Monument #5) and for the Entry monument sign at the southeast corner of
the site (low Entry monument by Project Sign-Marquee) shall be submitted for
approval, and their location and setbacks clearly indicated on the Final Site Plan.
(Not applicable to this lot.)
26. All building signage shall be mounted to the building wall within the designated sign
band, and placement of signs atop a canopy shall not be permitted. (Signage)
27. All building signage shall be consistent in design, while accommodating the unique
identifiers of individual tenants including colors, script and logos.
28. Building architecture shall be considered prior to sign placement so that sign
placement is in keeping with the architectural features of the building.
29. Wall signs within the “Village” area shall not exceed 36” height. (Not applicable to
this lot.)
30. Signs displaying message or products shall be subject to City Sign Code standards.
31. Final signage plans shall be provided for all buildings at the time of Final Planned
Development.
a. Building sign size shall be subject to City Code standards. Endcap tenants in
multi-tenant buildings may be allowed signage on up to three elevations, and
interior tenants on up to two elevations. Single occupant buildings may be
allowed signage on up to three elevations. The sign construction type shall be
consistent with other building signage throughout the development.
32. Details on the design and placement of directional signs shall be provided with the
Final Planned Development. The directional sign structures shall be located so as not
to interfere with visibility, vehicular or pedestrian circulation or snow storage.
33. Building elevations shall be submitted for all buildings at the time of Final Planned
Development. Buildings for which Preliminary Elevations were not provided shall
utilize the same palette of materials and consistent architectural features presented in
the Preliminary Schematic Building Elevations. (This development utilizes
complementary brand-specific architecture and materials.)
34. The building sections identified as “tenant trade dress” or similar, shall satisfy City
Code standards for quality finish materials, such that the required materials ratios are
upheld. Details of the “tenant trade dress” features shall be provided at the time of
Final Planned Development for staff review and acceptance. (This development
utilizes complementary brand-specific architecture and materials.)
35. All mechanical equipment, both roof and ground mounted, shall be screened in
accordance with City Code standards. All equipment and proposed screening shall be
shown and identified on the Final Building Elevations and/or Site Plan drawings at
the time of Final Planned Development. (None)
36. All screen walls shall fully screen the truck dock and service areas, and be of a length
and height to fully screen any trucks and trailers parked at the docks. (Not applicable
to this lot.)
37. New plantings shall be coordinated with existing trees along Central Parkway, subject
to approval of the City Forester.
38. Landscaping shall be enhanced along the south side of the development to provide an
attractive streetscape and frame views into the site, subject to approval by the City
Forester. (Not applicable to this lot.)
39. The developer shall fulfill tree mitigation requirements through the installation of
one-hundred seventy-four (174) Category A trees (>= 4” caliper deciduous trees or
>=12’ height coniferous trees). (These numbers are for the entire Central Park
Commons development. This development is responsible only for any outstanding
mitigation on the Property.)
40. The two Swamp White Oak tree species, which are proposed to be installed in the
portion of Central Parkway median that is proposed to be closed off, just north of
Quarry Road, shall be revised to Autumn Blaze Red Maple (Acer x freemanii
‘Jeffersred’) on the Final Tree Mitigation Plan. (Not applicable to this lot.)
41. All erosion/ sediment control plans submitted for development and grading permits
shall be prepared by a designer who has received current Minnesota Department of
Transportation (MNDOT) training, or approved equal training as determined by the
City Engineer in designing stormwater pollution prevention plans. Also, all personnel
responsible for the installation of erosion/ sediment control devices, and the
establishment of vegetation for the development, shall have received
Erosion/Sediment Control Inspector/Installer certification through the University of
Minnesota, or approved equal training as determined by the City Engineer.
42. The developer shall be responsible to relocate the existing storm sewer the pipe along
the northern edge of the site to an alignment acceptable to the City Engineer, and
maintain public drainage & utility easement over the existing storm sewer pipe until
the relocation is complete.
43. The developer shall be responsible to relocate the existing 10” public trunk water
main to an alignment acceptable to the City Engineer.
44. A 20’ wide minimum drainage and utility easement, centered on the alignment of the
future water main, shall be dedicated with this development.
45. This development shall be required to dedicate an outlot of sufficient size, in a
location that meets all Minnesota Department of Health setback requirements for
Community Public Water-Supply Wells, public easement and access for the
construction and perpetual maintenance of planned above grade City well and
transmission line pipes, and conduit for well communications, in accordance with
Water Supply & Distribution Plan and City Public Works design standards. The
alignment and construction of the raw water transmission lines shall avoid the
development’s proposed storm water underground infiltration and ponding features,
and other utilities. A 20’ wide minimum drainage and utility easement, centered on
the alignment of the future raw water main, and a drainage and utility easement for
the well house conduit that is either 5’ wide if provided adjacent to the water main
easement, or 10’ wide if provided elsewhere, shall be dedicated with this
development. (Satisfied)
46. The developer shall provide private utility easements and/or maintenance agreements
for these proposed private sewer and water lines and future utility lines within the
development, in a form acceptable to the City Attorney, at time of final subdivision
approval. (Satisfied)
47. The plat shall be revised to eliminate drainage and utility easements over all
stormwater ponds. (Not applicable to this lot.)
48. This development shall provide hydrant spacing and locations in accordance with
City Fire Department and Public Works standards.
49. The developer shall provide a plan to be approved by staff including development-
owned vault(s) at an entry point(s) to the premises and a conduit system to provide
fiber optic to all buildings in the development. The conduit system shall utilize a
multi-partitioned inner duct system, or other comparable means, to accommodate
multiple fiber optic service providers in the future. The conduit to the well house can
be a single duct.
50. The developer shall provide private maintenance agreements for the private streets, in
a form acceptable to the City Attorney, at time of Final Subdivision approval.
(Satisfied)
51. “No Parking/Fire lane” signage shall be installed along the private streets and
medians within the development to ensure they be kept open for emergency vehicle
access. The developer shall provide a plan to be approved by the Fire Department
that includes “No Parking/Fire Lane” areas and any possible fire department pull offs.
52. Cross-easements for ingress/egress and shared parking shall be executed in a form
acceptable to the City Attorney. (Satisfied)
53. This development shall be responsible for removing the existing driveway entrances
not utilized on Central Parkway, installing the associated curb and landscaped
medians to close the existing median openings on Central Parkway, and removing the
temporary bituminous median on the south end of Central Parkway and replacing it
with a permanent concrete median. (Satisfied)
54. The development shall be responsible for all driveway and turn lane improvement
costs associated with this site. (Satisfied at time of initial Central Park Commons
development.)
55. The developer shall obtain all necessary permits from Dakota County for any work
within the Pilot Knob Road or Yankee Doodle Road right-of-way. (Not applicable to
this lot.)
56. The development shall dedicate additional public right-of-way along Pilot Knob Road
(CSAH 31) for future upgrade needs of the roadway, and as determined by Dakota
County. (Not applicable to this phase of development.)
57. The plat shall be revised to dedicate sufficient public right-of-way for a potential
future one-lane roundabout at the intersection of Central Parkway and Quarry Road.
(Not applicable to this lot.)
58. The developer shall enter into a trail easement agreement, in a form acceptable to the
City Attorney to provide public right-of-way or trail easement of sufficient size for
any public trails constructed outside the current right-of-way limits. (Satisfied)
59. This development shall meet the City’s Post Construction Requirements (City Code
§4.33) for stormwater management and surface water quality, including Runoff Rate
Control, Total Phosphorus (TP) & Total Suspended Solids (TSS) Control, and ½”
Volume Control on the site’s impervious surface area. (Satisfied)
60. Prior to receiving city approval to permit land disturbing activity, the developer shall
provide the City with soil boring logs from a minimum of four soil-borings from the
proposed infiltration area, extending a minimum of 10’ below the bottom of the
proposed infiltration feature, to evaluate and ensure suitability for infiltration. If the
soil boring logs indicate incompatibility of existing sub-soil permeability with the
submitted and reviewed design plans for meeting volume control requirements, the
developer shall revise the design and/or construction plans to ensure volume control
requirements are fully met. (Satisfied)
61. Prior to receiving city approval to permit land disturbing activity, the property owner
shall enter into a long-term stormwater management system maintenance agreement
with the City, detailing the maintenance required to maintain proper operation and
performance of the permanent stormwater management system, in a form acceptable
to the City Attorney. (Satisfied)
62. Prior to receiving city approval to permit land disturbing activity, the developer shall
provide construction details of proposed sub-surface infiltration practice for City
review (cross-sections, construction sequencing/protection, sizing/volume tables,
details for inlets, proper venting, maintenance access, etc.), to ensure sub-surface
infiltration practice is properly designed and constructed, and adequately protected
during / after construction, to function as intended. These details shall be included in
applicable plan sheet(s). (Satisfied)
63. During sub-surface infiltration practice over-excavation and sub-soil work, before and
during pea-rock backfilling and perforated pipe placement, the developer shall ensure
that a Certified Soil Scientist will be present to verify and document that infiltration
practice area sub-soils are suitable for a saturated condition infiltration rate of 0.7-
inch per hour or greater. If the sub-soil infiltration rates are less than 0.7-inch per
hour, on which the sub-surface infiltration practice was sized, the developer shall
immediately notify the City Engineer and revise the volume control project to ensure
volume control requirements are fully met.
64. Before the city issues a Certificate of Occupancy on the development site, the
developer shall provide the City Engineer as-built plans that demonstrate that all
constructed stormwater conveyance structures and management facilities (ponds and
sub-surface infiltration practice) conform to design and/or construction plans, as
approved by the City. As-built volumes (for detention and retention) shall be
provided for the ponds and sub-surface infiltration practice. The developer shall
submit to the City Engineer certification that the stormwater management facilities
have been installed in accord with the plans and specifications approved. This
certification shall be provided by a Professional Engineer licensed in the State of
Minnesota.
65. Park dedication shall be through cash dedication. The amount shall be determined by
the retail square footage reflected in the approved plan and recognizing a past
dedication credit of 37.5%, to be satisfied through a cash payment at the time of Final
Subdivision at the rates then in effect. (Fee for this lot to be paid at time of Building
Permit.)
66. Trails dedication shall be satisfied through installation of a trail system along Central
Parkway adjacent to the development site, to the satisfaction of the City. (Satisfied)
OLIVE GARDEN RESTAURANTSITE PLANEXHIBIT BSITE PLAN
EXTERIORELEVATIONSA-5.1123456Restaurant #: 18G0077Issue Date:DrawingREVISIONARCHITECTS PROJECTJob #19-14610-16-19EAGAN,MN 55121OLIVE GARDENP76 DOMANI-L1833 E 17th. Street; Suite 301Santa Ana, CA. 92705phone 714.832.1834EXHIBIT C BUILDING ELEVATIONS
EXTERIORELEVATIONSA-5.2123456Restaurant #: 18G0077Issue Date:DrawingREVISIONARCHITECTS PROJECTJob #19-14610-16-19EAGAN,MN 55121OLIVE GARDENP76 DOMANI-L1833 E 17th. Street; Suite 301Santa Ana, CA. 92705phone 714.832.1834
OLIVE GARDEN RESTAURANTPRELIMINARY SUBDIVISON AND FINAL PD SUBMITTALLANDSCAPE PLANEXHIBIT DLANDSCAPE PLAN
OLIVE GARDEN RESTAURANTPRELIMINARY SUBDIVISON AND FINAL PD SUBMITTALLANDSCAPE DETAILSROCK MULCH AT SOD DETAILNOT TO SCALE5MULCH AT SIDEWALK DETAILNOT TO SCALE43PERENNIAL PLANTINGSNOT TO SCALE
EXHIBIT E
(Final Signage Plan)
Signage is subject to the terms of the Central Park
Commons Master Signage Agreement dated October 6,
2015 which includes the Signage Location and Graphics
and Uniform Signage Design standards dated September
28, 2015.
1.31.31.21.21.11.00.90.80.81.41.31.21.21.11.00.90.90.80.80.40.30.21.81.71.51.31.21.01.00.90.90.80.80.60.40.30.30.20.20.12.82.52.01.51.21.00.90.90.90.90.91.00.60.40.40.30.20.22.92.62.82.81.81.31.11.00.90.91.01.11.31.72.01.51.11.31.74.42.71.51.81.41.01.21.41.40.90.70.50.40.30.23.22.52.12.32.92.31.41.11.01.01.01.21.62.12.62.72.01.31.51.82.52.22.12.31.81.31.41.61.81.41.10.80.60.40.32.72.92.41.62.32.72.41.51.21.01.01.21.62.52.82.93.62.92.11.72.22.22.53.03.42.82.11.82.52.62.52.21.50.90.50.32.53.32.52.42.43.22.21.51.21.11.11.42.12.82.22.32.63.73.02.42.12.62.82.32.63.53.32.83.12.61.91.92.31.40.70.41.92.22.93.33.13.32.71.91.51.31.21.21.52.42.52.11.42.33.02.72.02.13.02.11.92.02.43.42.83.12.01.51.61.81.90.90.51.91.92.02.22.52.62.42.01.71.41.31.31.31.62.42.92.32.22.43.22.41.82.03.02.11.81.82.33.32.73.02.01.21.51.72.00.90.52.02.01.92.02.02.01.91.71.61.51.41.31.41.52.02.93.02.73.23.12.31.91.92.72.72.22.32.82.92.42.92.11.81.72.31.60.80.42.22.22.11.91.81.81.71.71.61.61.51.51.41.41.51.72.12.73.03.02.92.62.32.02.12.72.83.13.12.62.32.42.72.52.41.91.00.60.42.42.22.22.11.91.81.71.71.61.61.61.61.61.61.61.61.61.82.02.32.82.32.22.12.41.61.62.02.52.11.71.62.11.81.61.41.00.70.40.32.52.52.32.22.11.91.81.71.71.61.61.71.71.81.81.71.71.71.81.92.32.42.32.22.31.91.61.31.61.91.51.21.31.51.51.00.80.60.50.30.22.32.32.32.22.11.91.71.71.71.71.71.81.91.92.02.02.01.91.91.92.32.42.11.41.71.81.51.21.41.71.41.01.21.31.30.70.60.40.30.30.22.12.22.22.22.22.01.81.71.71.71.71.81.92.02.12.12.22.22.12.02.02.32.71.61.31.91.71.61.21.51.00.60.40.30.30.20.22.02.12.22.22.12.11.91.81.71.71.71.71.82.02.22.22.32.32.22.22.22.12.21.71.71.31.00.60.40.30.30.20.20.11.71.81.92.02.02.02.01.91.81.71.71.71.81.92.12.32.32.42.52.42.32.32.11.91.80.60.60.40.30.20.20.20.10.11.61.71.81.91.91.91.91.81.81.81.81.81.82.02.22.32.42.62.82.62.52.32.22.12.00.40.40.30.30.20.20.20.10.11.51.61.61.71.71.81.91.91.81.81.81.81.81.92.02.22.32.42.52.62.62.52.52.62.62.50.20.20.30.30.20.20.20.10.10.11.51.61.61.71.71.71.81.91.91.81.81.81.91.92.02.22.32.42.42.52.52.62.93.23.02.90.30.30.30.30.20.20.20.10.10.11.51.61.61.71.71.71.81.81.91.91.91.91.92.02.02.12.22.42.42.52.52.73.22.83.02.50.50.50.40.30.30.20.20.20.10.11.61.71.71.71.71.81.81.81.91.91.91.91.92.02.02.02.12.32.42.42.52.83.33.02.91.20.90.60.40.30.30.20.20.10.11.81.81.81.81.81.81.91.91.91.91.91.91.91.91.92.02.02.12.32.42.52.73.22.82.91.31.51.00.60.40.30.30.20.20.12.02.02.02.02.01.91.91.91.91.92.01.91.91.91.92.02.02.12.22.42.72.93.13.22.41.61.11.62.02.20.81.61.61.40.90.70.50.30.30.20.10.12.12.22.32.22.12.12.02.02.01.92.02.02.02.02.02.02.02.12.42.93.13.13.23.02.72.52.01.71.41.41.51.71.10.81.31.81.81.91.41.20.80.50.30.20.20.12.32.32.32.32.32.22.12.02.02.02.02.02.12.02.02.02.12.32.72.92.62.72.73.12.52.22.31.71.21.01.41.71.21.51.51.72.42.01.21.21.30.80.40.20.20.12.52.52.52.52.42.22.12.02.02.02.02.12.12.12.12.22.22.43.02.62.52.42.83.22.62.32.41.91.71.51.52.02.12.12.02.12.21.31.10.91.01.00.50.30.20.12.52.72.82.62.62.52.32.12.12.02.02.02.12.22.32.32.32.42.53.02.82.72.93.23.73.12.62.32.41.81.82.52.52.12.01.71.61.81.20.70.80.81.10.50.30.20.12.52.72.82.72.62.62.42.22.12.12.12.12.22.32.42.52.52.62.72.93.33.23.54.54.53.93.42.62.12.22.52.51.71.51.41.81.41.61.11.00.91.10.90.40.30.20.12.52.62.72.72.72.62.42.32.22.22.22.22.42.52.62.72.72.72.72.83.13.64.54.13.33.03.33.02.01.82.01.71.41.01.21.61.31.21.41.31.31.10.60.30.20.20.12.52.62.72.72.72.62.52.42.32.32.32.42.62.72.82.82.82.82.82.82.93.34.33.32.72.62.73.42.11.72.01.71.31.11.21.51.00.80.80.90.80.60.40.30.20.10.12.52.62.72.72.72.62.52.52.42.42.52.62.72.82.93.03.13.02.92.82.83.14.13.33.03.13.03.52.21.71.31.01.31.20.70.50.50.50.40.30.30.20.10.10.12.32.52.52.62.62.62.62.52.52.52.62.72.93.03.03.23.33.13.02.92.82.93.64.03.83.91.31.31.10.70.50.40.40.30.30.20.20.20.10.10.12.32.42.52.62.62.72.62.62.62.72.82.93.03.03.13.13.13.13.02.92.82.73.03.60.70.70.60.50.40.40.30.30.20.20.20.10.10.10.12.32.42.52.72.72.82.82.82.82.82.93.03.03.13.13.13.13.03.02.92.82.83.03.20.50.50.40.40.30.30.20.20.20.10.10.10.10.12.32.52.72.82.92.92.92.92.92.93.03.03.03.13.13.13.13.03.02.93.03.33.33.20.50.50.50.50.40.30.30.20.20.10.10.10.10.12.42.62.72.82.93.03.03.02.92.92.92.93.03.03.03.13.03.03.03.03.43.03.03.10.60.91.00.90.70.40.30.20.20.10.10.10.10.12.42.62.72.82.93.03.02.92.92.82.82.82.93.03.03.03.03.03.03.13.53.02.73.01.41.11.11.20.70.40.20.20.10.10.10.10.12.42.62.83.02.92.92.92.92.82.72.72.82.93.03.03.03.03.03.03.13.53.02.93.11.21.00.91.01.00.50.30.20.10.10.10.10.12.02.32.52.83.02.92.92.92.82.72.62.62.72.93.03.13.03.13.03.03.03.33.32.82.81.40.80.80.81.10.50.30.20.10.10.10.10.11.92.22.42.52.72.82.82.82.72.62.52.52.72.93.03.13.03.03.02.92.92.92.92.92.72.41.10.91.11.00.40.30.20.10.10.10.10.11.82.12.22.32.52.62.62.62.52.42.42.52.62.93.03.03.13.13.02.92.72.62.42.22.01.91.31.21.20.60.30.20.20.10.10.10.10.11.71.92.12.22.32.42.52.42.42.32.32.42.62.82.93.03.23.23.02.82.62.42.11.91.71.51.00.90.60.40.30.20.20.10.10.10.10.11.51.71.92.02.12.22.32.32.32.22.32.42.52.72.82.93.03.02.82.72.52.31.91.71.51.41.20.40.40.40.30.20.20.10.10.10.10.10.11.31.41.61.71.81.92.02.12.22.22.22.32.52.62.72.82.82.72.72.62.42.11.81.61.41.31.21.00.40.30.30.20.20.10.10.10.10.10.11.11.31.41.51.61.71.92.02.12.22.22.32.42.52.62.72.72.72.62.52.32.01.81.51.41.21.11.11.20.50.40.30.40.30.20.20.20.10.10.10.10.10.11.01.11.31.41.51.61.71.92.02.12.22.32.32.42.52.62.62.62.52.42.22.01.71.51.41.31.21.31.61.91.91.61.10.80.60.60.50.40.30.30.20.20.20.10.10.10.10.10.91.11.21.31.41.51.61.81.92.02.12.22.32.32.42.42.42.42.32.32.11.91.71.51.41.31.31.61.81.31.41.31.61.11.01.00.80.60.40.30.30.20.20.20.10.10.10.10.91.01.11.31.41.51.61.71.82.02.12.22.22.32.32.32.32.32.22.22.11.91.81.61.41.31.41.81.41.31.01.31.81.71.51.21.31.10.70.50.40.30.30.20.20.10.10.10.80.91.11.21.31.41.61.71.81.92.02.22.22.32.42.32.32.32.22.12.11.91.82.51.61.41.41.81.51.31.11.21.91.81.10.91.01.31.00.70.60.60.40.30.20.20.10.10.80.91.01.21.31.51.61.71.81.92.12.22.32.42.52.52.52.42.32.22.11.91.82.81.71.41.41.61.91.31.21.61.91.51.00.40.91.21.31.11.21.10.90.50.30.20.10.10.80.91.01.21.41.51.61.71.81.92.12.22.32.52.62.72.72.62.52.42.22.01.91.71.61.41.51.31.51.41.61.10.91.01.51.51.40.90.81.10.90.40.20.10.10.80.91.11.21.41.61.71.81.92.02.12.32.42.62.82.92.92.82.72.52.32.11.91.81.61.31.11.51.41.21.41.51.60.90.80.70.81.10.50.30.20.10.80.91.11.31.51.71.82.02.02.12.22.42.52.83.03.03.02.92.82.62.42.22.06.52.01.31.41.11.01.01.40.90.60.50.81.20.60.30.20.10.10.81.01.11.31.61.82.02.22.32.32.42.52.73.03.23.33.23.23.02.82.52.21.91.81.70.50.60.71.11.10.80.80.91.00.50.20.10.10.10.81.01.21.41.72.02.22.42.52.62.72.83.03.33.43.53.53.53.22.92.62.31.93.62.00.40.40.50.71.11.21.21.10.60.30.20.10.10.10.91.01.31.51.92.12.42.52.62.82.93.13.33.63.73.73.73.63.33.02.72.41.91.91.71.50.30.30.30.40.50.60.60.50.30.20.20.10.10.10.91.11.31.72.02.22.52.62.83.03.23.43.63.83.93.83.73.63.43.33.02.62.01.92.30.20.20.30.30.30.30.30.30.20.20.10.10.10.11.01.11.41.72.12.32.62.93.03.13.43.73.94.04.04.03.93.83.83.73.22.92.41.92.10.30.20.20.20.20.20.20.20.10.10.10.10.10.01.01.21.51.82.02.32.63.03.13.33.63.94.14.14.14.14.14.24.23.22.72.32.41.91.31.00.40.30.30.30.20.20.20.10.10.10.10.10.10.10.10.01.01.21.51.72.02.22.52.83.13.43.84.14.34.34.24.24.34.43.92.92.02.12.01.91.31.02.71.00.50.40.30.20.10.10.10.10.10.10.10.10.00.01.01.21.41.61.92.22.42.73.13.53.94.24.44.44.34.34.44.33.72.62.12.02.11.71.20.90.70.60.40.61.51.81.81.30.80.50.30.20.10.10.10.10.10.10.10.00.00.00.91.11.31.51.72.02.32.73.13.53.94.44.74.64.44.54.63.93.02.52.02.12.01.41.00.80.70.60.70.91.42.32.22.12.21.40.70.40.20.20.10.10.10.10.10.00.00.00.00.81.01.11.31.51.82.22.53.03.54.14.64.94.64.44.54.63.02.11.92.01.80.71.10.90.70.60.60.71.12.11.81.51.41.62.01.00.50.30.20.10.10.10.10.10.00.00.00.00.70.81.01.11.31.62.02.42.93.64.45.04.94.54.24.34.12.31.51.41.31.21.00.90.70.60.60.60.71.12.21.51.00.91.42.11.10.50.30.20.10.10.10.10.00.00.00.00.00.60.70.81.01.21.51.82.32.93.84.65.25.04.43.93.93.41.71.31.21.00.90.80.70.60.50.50.50.61.02.11.71.51.41.52.11.00.50.30.20.10.10.10.10.00.00.00.00.00.50.60.70.91.11.41.82.33.03.84.75.04.94.24.23.92.71.61.21.00.90.70.70.60.50.50.40.40.50.81.42.21.91.92.21.40.70.40.20.20.10.10.10.00.00.00.00.00.00.40.50.60.81.01.31.82.43.03.84.44.44.24.04.63.92.31.41.00.90.70.60.50.50.40.40.30.30.40.50.81.21.61.61.20.80.50.30.20.10.10.10.10.00.00.00.00.00.00.30.40.50.70.91.31.82.43.03.74.03.93.63.63.83.01.81.10.80.70.60.50.40.40.30.30.30.30.30.40.50.60.70.70.60.40.30.20.20.10.10.10.00.00.00.00.00.00.00.40.60.91.31.82.32.83.33.53.53.53.43.01.81.30.90.70.50.50.40.30.30.30.20.20.20.30.30.30.40.40.40.30.30.20.20.10.10.10.10.00.00.00.00.00.00.01.21.72.12.52.83.13.43.63.31.81.10.90.70.60.40.40.30.30.20.20.20.20.20.20.20.20.20.20.20.20.20.10.10.10.10.10.00.00.00.00.00.00.00.02.22.42.83.23.32.10.90.70.60.50.40.30.30.30.20.20.20.20.20.20.20.20.20.20.20.20.10.10.10.10.10.10.00.00.00.00.00.00.00.02.82.41.20.50.50.50.40.30.30.20.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.30.30.30.30.20.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.1NNCalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinSITE GROUNDIlluminanceFc1.636.50.0N.A.N.A.Luminaire ScheduleSymbolQtyLabelArrangementTotal Lamp LumensLLFDescriptionLum. Watts1CC1SINGLEN.A.0.900LUMARK XTOR1A MOUNT AT APPROX 9FT716MMSINGLEN.A.0.900MCGRAW GAR-080-LED-E1-5-GLOW-X MOUNT AT 16FT97.92MM2BACK-BACKN.A.0.900MCGRAW GAR-080-LED-E1-5-GLOW-, 2@180, MOUNT AT 16FT97.94NNSINGLEN.A.0.900FC LIGHTING FCB450-UNVV-4K-DARK BRONZE321XCC1SINGLEN.A.0.900EXIST LUMARK XTOR1A MOUNT AT APPROX 9FT72XKKSINGLEN.A.0.900EXIST MCGRAW GLEON-AE-10-LED-E1-T3 MOUNT ON 35FT POLE WITH 3FT BASE52814XLLSINGLEN.A.0.900EXIST MCGRAW GLEON-AE-10-LED-E1-5WQ MOUNT ON 35FT POLE WITH 3FT BASE5285XMM2BACK-BACKN.A.0.900EXIST MCGRAW GAR-080-LED-E1-5-GLOW-, 2@180, MOUNT AT 16FT97.9OLIVE GARDEN RESTAURANTPRELIMINARY SUBDIVISON AND FINAL PD SUBMITTALPHOTOMETRIC PLAN6130 Blue Circle Dr., Minnetonka, MN 55343Ph 952-217-0400 - Fax 952-930-1632www.pulseproducts.comEXHIBIT FSITE LIGHTING PLAN
EXHIBIT G
Final Amenities Plan
Central Park Commons
February 1, 2016
AGENDA
CITY OF EAGAN
REGULAR MEETING OF THE ECONOMIC DEVELOPMENT AUTHORITY
EAGAN MUNICIPAL CENTER
December 19, 2019
A. CALL TO ORDER
B. ADOPT AGENDA
C. CONSENT AGENDA
1. Approve EDA Minutes
2. Approve Third Amendment to Repurchase Agreement for Lot 2, Block 1,
Cedar Grove Parkway 4th Addition
D. OLD BUSINESS
E. NEW BUSINESS
F. OTHER BUSINESS
G. ADJOURN
Agenda Information Memo
December 19, 2019 Eagan Economic Development Authority Meeting
CONSENT AGENDA
The following items referred to as consent items require one (1) motion by the
Economic Development Authority. If the Economic Development Authority wishes to
discuss any of the items in further detail, those items should be removed from the
Consent Agenda and placed under Old or New Business unless the discussion required is
brief.
1. Approve Minutes
Action To Be Considered:
To approve the minutes of the July 16, 2019 regular Economic Development Authority
meeting as presented or modified.
Attachments: (1)
EDAC1-1 EDA Minutes July 16, 2019
MINUTES OF A MEETING OF THE
EAGAN ECONOMIC DEVELOPMENT AUTHORITY
Eagan, Minnesota
July 16, 2019
A meeting of the Eagan Economic Development Authority was held on Tuesday, July 16, 2019 at the Eagan
Municipal Center. Present were President Maguire, Commissioner Bakken, Commissioner Fields,
Commissioner Hansen, and Commissioner Tilley. Also present were Executive Director Osberg, and City
Attorney Dougherty. Director of Community Development Hutmacher was absent.
CALL TO ORDER
President Maguire called the Economic Development Authority meeting to order.
ADOPT AGENDA
Commissioner Bakken moved, Commissioner Tilley seconded a motion to approve the agenda as
presented. Aye: 5 Nay: 0
CONSENT AGENDA
Commissioner Bakken moved, Commissioner Fields seconded a motion to approve the Consent Agenda
as presented. Aye: 5 Nay: 0
1. It was recommended to approve the minutes of March 5, 2019.
2. It was recommended to approve Second Amendment to Parking Ramp Easement and Operating
Agreement with Kanda City Lodging, LLC.
3. It was recommended to approve Second Amendment to Repurchase Agreement for Lot 2, Block
1, Cedar Grove Parkway 4th Addition.
OLD BUSINESS
There was no Old Business.
NEW BUSINESS
There was no New Business.
OTHER BUSINESS
There was no Other Business.
ADJOURNMENT
Commissioner Bakken moved, Commissioner Hansen seconded a motion to adjourn the meeting. Aye: 5
Nay: 0
Date David M. Osberg, Executive Director
Agenda Information Memo
December 17, 2019 Eagan Economic Development Authority Meeting
CONSENT AGENDA
2. Approve Third Amendment to Repurchase Agreement for Lot 2, Block 1, Cedar
Grove Parkway 4th Addition
Action To Be Considered:
Approve Third Amendment to Repurchase Agreement for Lot 2, Block 1, Cedar Grove
Parkway 4th Addition
Facts:
On December 5, 2017, the City Council approved a PD Amendment allowing a 4-
story, 107-unit hotel development upon property at Lot 2, Block 1, Cedar Grove
Parkway 4th Addition.
On August 21, 2018, the EDA approved a First Amendment to Repurchase
Agreement with Kanda City Lodging, LLC, to increase the number of rooms from
107 to 108.
On July 16, 2019, the City Council approved a Second Amendment to Repurchase
Agreement to adjust the repurchase price to reflect an increase in room count to
120 rooms and to extend the construction commencement deadline to October
31, 2019.
Construction commencement is defined in the Repurchase Agreement as the
completion of footings and foundation. A building permit has been issued, but
the installation of footings and foundations is not expected to be completed until
January 2020.
Kanda City Lodging, LLC, has requested an extension of the construction
commencement deadline to March 15, 2020. An amended Repurchase
Agreement requires EDA approval.
Attachments: (2)
EDAC2-1 Location Map
EDAC2-2 Third Amendment to Repurchase Agreement
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Project Name: Kanda City Lodging, LLC
Subject Site
THIRD AMENDMENT TO REPURCHASE AGREEMENT
THIS THIRD AMENDMENT TO REPURCHASE AGREEMENT (“Third Amendment”) is
made and entered into this ____ day of ______________, 2019, between the Eagan Economic
Development Authority, a public body corporate and politic and a political subdivision of the State
of Minnesota (the “EDA”) and Kanda City Lodging, LLC, a Minnesota limited liability company,
and its assigns (the “Developer”). The EDA and Developer are collectively hereinafter referred to
as the “Parties.”
RECITALS
WHEREAS, on April 16, 2018 the EDA and the Developer entered into that certain
Repurchase Agreement recorded with the Dakota County Recorder on April 20, 2018 as Document
No. 3246562 (the “Original Agreement”); on August 21, 2018 entered into a First Amendment to
Repurchase Agreement recorded with the Dakota County Recorder on August 30, 2018 as
Document No. 3268136 (the “First Amendment”) and on July 16, 2019 entered into a Second
Amendment to Repurchase Agreement recorded with the Dakota County Recorder on August 22,
2019 as Document No. 3322191 (the “Second Amendment”) relating to the sale and purchase of
a certain tract or parcel of land situated in Dakota County, Minnesota, described as follows:
Lot 2, Block 1, Cedar Grove Parkway 4th Addition
WHEREAS, the EDA and the Developer desire to amend the Original Agreement, First
Amendment, and Second Amendment as set forth herein;
NOW, THEREFORE, in consideration of the premises and the mutual obligations of the Parties
each of them does hereby covenant and agree with the other as follows:
1. Section 1 is hereby amended it its entirety as follows:
Section 1. REPURCHASE: If Developer has not commenced construction thereof by
March 15, 2020 (the “Construction Commencement Deadline”), then the EDA shall have
the option of repurchasing the Property for a purchase price of One Million Sixty-four
Thousand and no/100 Dollars ($1,064,000.00) less One Hundred One Thousand Six
Hundred Fifty and no/100 Dollars ($101,650.00) (commission paid by EDA) less the
amount of any liens on the Property resulting from action by the Developer unless the
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Construction Commencement Deadline is extended by mutual agreement of the parties.
“Commenced Construction” shall mean the installation of footings and foundation for the
construction of a hotel. The EDA may exercise this option to repurchase by giving written
notice to Developer within thirty (30) days after the Construction Commencement
Deadline. Upon receiving the repurchase price in cash from the EDA (which amount must
be paid within thirty (30) days after the notice of option exercise is given), Developer shall
convey to the EDA by limited warranty deed the Property free and clear of any liens and
encumbrances placed or suffered thereon by Developer, which liens and encumbrances
shall be paid off by Developer on or before closing.
2. Any capitalized terms used herein but not otherwise defined shall have the meanings
assigned to such terms in the Original Agreement. Any references to the “Agreement” “this
Agreement” in the Original Agreement shall refer to the Original Agreement, as amended
by this Third Amendment, and as may be further amended and supplemented.
3. Except as modified herein, all provisions of the Original Agreement shall remain in full
force and effect and unchanged. If any provision of this Third Amendment conflicts with
the Original Agreement, the provisions of this Third Amendment shall control.
4. This Third Amendment may be executed in any number of counterparts and each such
counterpart shall be deemed to be an original instrument, but all such counterparts shall
constitute but one Third Amendment.
IN WITNESS WHEREOF, the EDA and the Developer have caused this Third Amendment to the
Repurchase Agreement to be duly executed in their name and on their behalf on or as of the date
first above written.
[SIGNATURE PAGES TO FOLLOW.]
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THIRD AMENDMENT TO REPURCHASE AGREEMENT
Developer’s Signature Page
Kanda City Lodging, LLC,
a Minnesota limited liability company
By: _____________________________________
Its: __________________________________
STATE OF ____________)
)ss.
COUNTY OF __________)
The foregoing instrument was acknowledged before me this ___ day of _____________,
2019, by _________________________________, the ____________________ of Kanda City
Lodging, LLC, a Minnesota limited liability company.
Notary Public
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THIRD AMENDMENT TO REPURCHASE AGREEMENT
EDA’s Signature Page
Eagan Economic Development Authority, a public
body corporate and politic and a political subdivision
of the State of Minnesota
By: ____________________________________
Mike Maguire
Its: President
By: ____________________________________
David M. Osberg
Its: Executive Director
STATE OF MINNESOTA)
)ss.
COUNTY OF DAKOTA )
The foregoing instrument was acknowledged before me, a notary public, this ____ day of
_________________, 2019, by Mike Maguire and David M. Osberg, President and Executive
Director of the Eagan Economic Development Authority, a public body corporate and politic and
a political subdivision of the State of Minnesota, on behalf of the public body.
________________________________
Notary Public
THIS INSTRUMENT DRAFTED BY:
Dougherty, Molenda, Solfest, Hills & Bauer P.A.
14985 Glazier Avenue, Suite 525
Apple Valley, MN 55124
(952) 432-3136