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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 3Page -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 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 4Page -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 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 5Page -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 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 7Page -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 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 8Page -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 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 9Page -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 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 10Page -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 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 11Page -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 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 12Page -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 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 13Page -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 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 14Page -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 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 15Page -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 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 16Page -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 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 17Page -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 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 18Page -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 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 19Page -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 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 20Page -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... 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 21Page -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... 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 22Page -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... 10/8 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 23Page -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... 10/28 182.49 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 24Page -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... 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 25Page -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... 10/15 766.16 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 26Page -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... 10/28 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 27Page -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... 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 28Page -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... 10/14 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 29Page -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... 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 30Page -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... 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 31Page -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 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 12/5/2019City of Eagan 15:25:01R55CKR2LOGIS102V 5Page -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 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 6Page -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 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 7Page -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 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 8Page -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 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 9Page -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 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 10Page -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 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 11Page -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 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 12Page -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 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 13Page -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 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) N N O U Z a c� a W 0 N O N F- W U a 7q A a o o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 ca 3 0 0 0o 0 0 0 0 0 o CO c0 CO 0 0 0 0 LO LO 0 0 0 o rn rn It a O O 0 o CD CO N N" N Nr 19T LO CO CO � d' LO iti cNi N O 0 CO O L I-- I- 6q 613 V)i 6q Cl) M — — Cl) Cl) I- tO to rEF? rffi Fh EA 6q Cfi � m 0 LL Y Ctl H co 7 0 C 7 O U 0 Y cc D to E ea c CD E m w c rn U) N W o rn c c co a C C _ Z _ E E d .. C C D_ w O_ w in to m a s o. a c w w E E w w 6 C C L O 7 N N 0`` 0 O O O L 0 0~ O O p O O O O y m a a 0 o H m H U C) L) U 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 \ ♦ \ 1 I I \ \ I I 2020 Street Revitalization - Project 1372 EAGAN Vienna Woods J°5 CaNtn'fia E n U Park 1 KATHRYN CIR �G `TALON RD O� 'PHIRE t P7 Dif ley TER -7---R. . 30) L Fire -,--'Stationnl f #1 J WAY CIR z NE IrIrG �` LN p ` MVV\¢ {{. L c,>,�gIO W JADE LN N Oy` g\0VEH1 O A 2 w _ � � °� o oPgC { U Pa ocpVeE tN J=y �\j2 3 000)C,p6E gRNFT o "14 GS o 0 a "Q U ANS z _ Cedar P SEA VER EEKSI T O-- Pond ZIRCON a LN DAM S. 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Resurface (Full -width), Street QAssessable Project Area m Zoning Commercial Industrial y�CtiO Park _. °' �P °3s y rRL [SL:IUSERSIPUBWORKS1Engineering\Projects12020 Street Improvements11372\1372k FIG 2 r / L Date: 12/6/2019 FIG 2 %�� 0 2020 Street Revitalization - Project 1372 -" • z Vienna Woods % 0 Typical Street Sections s� 60 ' ROW 32' F -F TYPICAL 3" EXIST. BITUMINOUS 3" EXIST CL 5 AGG. BASE EXIST. TYPICAL SECTION Vienna Woods 60' ROW 32' F -F TYPICAL FULL WIDTH MILL EXIST. B618 & B612 CURB & GUTTER 1Y2" TYPE 2360 WEAR COURSE BITUMINOUS OVERLAY 2357 BITUMINOUS TACK COAT 3" EXIST. BITUMINOUS EXIST 6" CL 5 AGG. BASE PROPOSED TYPICAL SECTION Vienna Woods Document Path: LaUSERSIPUBWORKS\Engineering\Projects\2020 Street Improvements\1372\1372 Fig 3 REMOVE & REPLACE EX. B618 & B612 CURB & GUTTER, AS DIRECTED BY THE ENGINEER Date: 10/31/2019 FIG 3 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 `',+•pn :. �i•. :may- +r. ' /AY. t gEourz .°'. Y�"4 � � �.�-� ;d �...r � '��'.,� � •.:art i ,���. ,�,�.•� .. w �����` VAOp IL S J. .r- it Ake I A } _ '� ` �FFI:E''RO• -' OSFLE06 EAGAN f Report for Hilltop Estates Neighborhood Street Revitalization City Project No. 1373 January 21, 2020 `',+•pn :. �i•. :may- +r. ' /AY. t gEourz .°'. Y�"4 � � �.�-� ;d �...r � '��'.,� � •.:art i ,���. ,�,�.•� .. w �����` VAOp IL S J. .r- it Ake I A } _ '� ` �FFI:E''RO• -' OSFLE06 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 N o M W CL wC 0 m G Y x vi = y n cu CL a CL m c u •� d _ o v a` a` m I , i �p 00�rir 00ryi 00vri 00ri 00ri U-) 00rai 0a100� 00vri 00 I I 00•0i00000000a 00Dov 00v Lr, 0a 001 0v� I 0�i' dii 7 . 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Arena e tQ Petro, U �/ irrtk(u.,deiJ I � m 0 Dr - Yr mck�J .. Eagan Para y�� M:C'mth, � Bexvr_ Dike txrr neiip Y 1 oor.n.Fark/'� Diffle/Vad) IYN C1 30 ta- Herne Pond .� d-Fvir �* .Capunr "eYmytrn xl,iret Xa .- Ayr Park lthlant fi r,1,4 r N T- Car rta» Lexi Hilltop Estates ti Project 1373 E Wid e s un Rd a q3', IGrn! 7'ark .."ha»xas La±r 'mark. hmxar. 7.ndr t Lad Ila r+ 1?.Moe?ark • Uwnas L.I. /anilrs ., hr rrf C-leurv-crc•r CliTf Rad [Co. d. 3 s.watrr Pw�i ` �rrrk r7Rhr, Rldgcr an Pa^k 17nnrurrf I rxFr t,rcuel;e 1 f.7lrnyala 0 Hollend I rrke Leba»a^ hir^r g^urar Park Document Path: L:IUSERSIPUBWORKS%EngineeringlProjects12020 Street ImprovemenW2020 L—don—d Date: 10/24/2019 FIG 1 O F E,9� o \eLs1469 2020 Street Revitalization - Project 1373 Hilltop Estates Project Area Legend Revitalization Type 2020. Resurface (Full -width) Street OAssessable Project Area Zoning Commercial Industrial L—� R-1 Park Public Facility R-3 N � 1 1 ' s DIFFLEYRD " DIFELEY•RD, fill ALy 4'I4 417,0 4165 � P 4Yb5 47.83 4200 { c yQ rt� T 31'85 4184 ` ' `y r396 1.292 r ,P Jf� 4194' + a4 f Io -OFIV AMM -41 _ , ■ ilroiFFLQY, RD . s & ' r r UUSERST UBWORKS1Enginee ring\Projects12020 Street Improvements11373\1373k FIG 2 Date: 12/9/2019 FIG 2 Berry Patch Park ,�,p It: I s, ro .4044 "IS Y 1330 1318 r e i h i� 4f RRY D [r p L - ;r �' iB11iE8� _ 4�2bti r A � 1 1 ' s DIFFLEYRD " DIFELEY•RD, fill ALy 4'I4 417,0 4165 � P 4Yb5 47.83 4200 { c yQ rt� T 31'85 4184 ` ' `y r396 1.292 r ,P Jf� 4194' + a4 f Io -OFIV AMM -41 _ , ■ ilroiFFLQY, RD . s & ' r r UUSERST UBWORKS1Enginee ring\Projects12020 Street Improvements11373\1373k FIG 2 Date: 12/9/2019 FIG 2 •�F Fq 2020 Street Revitalization -Project 1373 U •� Hilltop Estates � �sHTypical Street Sections e[Eo 60' ROW 32' F -F PAVEMENT SECTION 3.5" BASE COURSE D412 CONCRETE - 8" CLASS 5 AGG BASE CURB AND GUTTER CQMPACTED SUBGRADE EXIS'* TY AL SECTION 60' ROW 32' F -F 1.25" FULL WIDTH MILL �1.5" TYPE 2360 BITUMINOUS OVERLAY D412 CONCRETE BITUMINOUS TACK COAT CURB AND GUTTER 2" BITUMINOUS SURFACE 6" CLASS 5 AGG BASE COMPACTED SUBGRADE PROPOSED TYPICAL SECTION 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 iN- GhS7 ALSM! TRL 1 II • Sy;p t f 1 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% Wilderness Park 13 \ I 00 EAGAN 2020 Street Revitalization - Project 1374 Wilderness Park YfueXw Pu�A Ilarlel'Lnke Ymm Puck lake ((jj e�r�arr.v,.ra Wk. 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Crhnl 1 r07 ,n -'-- 16dgre1r//Pwx .lhulrrnr ,•"^•"•••_..� i O rack cnnnretaAx Document Path: L:\USERSIPUBWORKS\EngineeringlProjects2020 Street ImprovementeQ020 Location—d Date: 1216/2019 FIG 1 e --OF E q \ l C Project Area Legend 2020 Street Revitalization - Project 1374 Wilderness Park Revitalization Type 2020, Resurface (Full -width), Street OAssessable Project Area Zoning = R-1 O Ln N f-. v 7 , Ln q d' o0 M: N: M M b 123: .D rt N 1; 204 dj r c: �n 1219 /moo�.y�'L' <11 CP �; �`�,, /22 1239 1215 1216 \ �S 4 f-. v 7 , Ln q d' o0 M: N: M M b 123: .D rt N 1; 204 dj 1219 /moo�.y�'L' <11 CP �; �`�,, /22 1239 1215 1216 C>' M, Nl .D rt N dj 1219 t ►.237 �; �`�,, /22 1239 \ �S 4 m [243 A GAR4SON `� �3� i 1218 L:IUSERSIPUBWORKS1Engineering\Projects12020 Street Improvements11374113741 FIG 2 Date: 12/6/2019 FIG 2 of Eq 2020 Street Revitalization - Project 1374 U Z o Wilderness Park I 1.25" FULL WIDTH MILL -L-��I 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 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 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 ♦� �� it •r ♦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 EAGAN Pa+k 2020 Street Revitalization - Project 1375 Oak Chase Lake Btaekl.,APuek r I ltvmllra � Farrar AnS _ LU b,. .-IJ C rr rt Center Library Prrk- t °e f ,dntJ Cascade C v c gay Arena -. Bald Lake .�..... Pan'rc� tIa[4Pwr, -. 6agvn I mdtr.) 'afr:ca.ar3 ' .e Ber+r Lake ( varc! vortivree 4. tIr er Park ` PVA m� DIFFLEY R 30 (s Oak Chase 1st - 5th t yr- a 1 Parr, »tee di t �� ` 1 ' Park {!h[each d!} Project 1375 arfrar at lull art I -pp ..- � D—nag F,rftrf Se er. 43.. _ _ .... _ .. Fa rn . _ Pn.f KrgldMe haat- _. _ - .. PA 9'alaur1W1Pork 'r `! 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Ibnagr 4't lease,, Lafe ' o - ROSEMO UNT Document Path: L:IUSERS\PUBWORKS\Engineering\Projectsl2020 Street Improvements\2020 Location—d Date: 12/6/2019 FIG 1 j OF E•q\ 2020 Street Revitalization - Project 1375 Oak Chase 1st - 5th L:IUSERSIPUBWORKS1EngineeringlProjects12020 Street Improvements11375 \1376\ FIG 2 Date: 12/6/2019 FIG 2 jpF Eq ;y•,� i i -; 2020 Street Revitalization - Project 1375 U z o Oak Chase 1st -5th Typical Street Sections 60' ROW 32' F -F PAVEMENT SECTION 3.5" BASE COURSE D412 CONCRETE 8" CLASS 5 AGG BASE CURB AND GUTTER CQMPACTED SUBGRADE EXIS* TY AL SECTION 60' ROW 32' F -F 1.25" FULL WDTH MILL V1.5" TYPE 2360 BITUMINOUS OVERLAY D412 CONCRETE BITUMINOUS TACK COAT CURB AND GUTTER 2" BITUMINOUS SURFACE 6" CLASS 5 AGG BASE COMPACTED SUBGRADE PROPOSED TYPICAL SECTION Document Path: L:\USERS\PUBWORKS1Engineering\Projects\2020 Street Improvements\137511375 Fig 3 Date: 10/31/2019 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 FROMME CT T HAMESCIR PROMONTORY PL RI DGEWOODDRS O UTHHILLS DR. SOUTHHILLS CTSOUTH HILLS STONEWOOD RD ELRENE ROADWINDTREEDR.WINDTREECIRSTONEWO O D R D S T O NEWOODCT BRENTWOODLN RIDGEWOOD DRWINDTREEDRW IN D T R E E K N O L L WESCOTT ROAD BECKER ROAD ELRENEROADDODDROADH ID D E N M E A D OWTR BRIDGEWATERDRMILLRUNMILL RUN CIR ELRENEROADMILLRUNLNBRIDLERID GEMIL L R U N PATHBRI DLE RDG RDB R ID L E R D G R D WORC H EST ER DRBAYBERRYLNSOUTHHILLSLN. Q U AILRIDGERD HUNTERSOVLKBRIDGE WATER D RB R I D L E R I D G ERDBRIDLE RDG RDSADDLE WOODDRIVE BRIDLERIDGERDBRIDLE RDG CIR BRIDLE RDG RD CHATHAMR D STONEBR I DGEDRNNORT HB RIDGECT FAIRHAVENRDSTONEBRIDGE DR N BROC K T O NCURVEB R O C K T O N CIR WORCHESTERDRIVEW O RCHESTER CIRLINDENLNLIN D ENCTGREATOAKSPLWOODL A N D TRAIL ARBOR CT G REAT O AKSLN EL RENE ROADTRAIL CT TRAILS END RDTRAILS END RD IVY CTIVY L A N E WOODLANDTR AILSUNWOODTRAIL RIDGEWOO D D R WOODLAND COURT WESCOTT HI L L S DR. CT RD CAMP T O NC T WESCOTTSQUARE MIKE COLLINS DRKNOLLWOODCTNORTH RIDGE DRSUNCREST CT WESCOTTHIL L S D R SUNW O O D C TELRENEROADG R E A T O A K S C IR EL RENEC T SOUTH HILLS WAY W INDTREE CTROLLINGHILLS DR KUTOFFCTGREAT OAKS TRAIL OVERLOOK PL WESCOTT ROAD BI G TI MBE RTRAILOVERLOOK CTHY LANDCT WOODCL I FF CTG OVERNCIRCLEWILD ROSE CT THORWOOD CTWOLFBERRY CTEL RENE ROADELRENEROADELRENE ROADBASSW OOD LANETANGLEW OODCTC O .R D .N O .28(Y A N K E E DOODLE RD.) CO. HWY. NO. 28 (YANKEE DOODLE RD.)BRIARWOODLN.BETTY LN S T A T E T R U N K H WY . N O1 4 9 Bur Oaks Park BridleRidge Park ThresherFields Park MuellerFarm Park WescottCommons Park WescottStationPark WanderingWalk Park Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yanke e Doodle Rd Lone Oak Rd Map Area Extent 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 MENDOTA HEIGHTS 71 tt _ r / Gun Club Lake H -ham.. o;W.g.. j Lexmetan Lone 00k Rd (Co �1♦ ; ,. . ;Bn.,,, D s Past „ othIlec HighviewAcres x Spande - Valley View Plateau a" Project 1364 Pa.a. om Center ter �- J_J nit D RD D Document Path: L:IUSERSIPUBWORKS1EngineeringlProjects12020 Street Improvements12020 Location.mxd Date: 11/13/2019 FIG 1 FI " Vown Jenter D1 sty Maint '"'aro-k' '- _ - ta't'eax, Ladr ty rnr D �dDr as � C 9 e Fmk Fish Lmkr:' i/ulleh L-ikK Silver Bell R �.% �t3lackl aak Bm baps Munlc DA Cc Curri Center Library fsgf Police r nr%u Document Path: L:IUSERSIPUBWORKS1EngineeringlProjects12020 Street Improvements12020 Location.mxd Date: 11/13/2019 FIG 1 A O F Eq U •z 2020 Street Revitalization -Project 1364 N.__ Highview Acres - Spande - Valley View Plateau \, ^ 1$ L:IUSERSIPUBWORKSIEngineeringIProjects12020 Street Improvements11365 X13661 FIG 2 Date: 11/13/2019 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 PQ Aloonshum Part Y Parkway US Past 1-494 rpt - sM�:Mmr- - — V l kipg 0" Pena McKee Addition 1 st-3rd Project 1365 DLE RD Yankee Doodle d. (Co. Rd. 28) Fve Swtio ,2 Wesea 1 LONE d�Y earp d.�re. l Arts •� ;k4 d Dr O� Wee:;ora G 4vu,.ror- Paf 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 +[EMfaETii'S7 _ +� r 0-.. Y'•�-� _ 0 18 3 ii 2 2831; — �. � • ',�,�.� �r � �, 4� _ ;� ca rai ,o. � a , •a a• ;o • ,, o li' ;o .A 2842 — — .I — .h — — — — —• - `` — eEATRIGES.T * 13 r w - 28 - Cq CQ Ab�pp Lm��+1 lff r�-�, Ir�-i•' •,'rQia ■ R cn 2 f _ILL A W r M x'44 4' 14 C O O7. MCKEE.S7 - II 28751 10 P O [J d. I N n M' P, v1• 1'+. rn k l n.. � In .L•u :.n I .>`OI I �nl „n .., � ,Ql. I:.y�} ' r - �1 O; t'kll.:,.. '..I N r REEFE;S7 — - m ¢. O a ' O O .0... O 'O'- I 'Q I� O O� W - r.MA 1 295. 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 EAGAN Duckwood Estates � r A' Lone0 k o d —_ z 4 -ONE P z 20 v COURT G._UBVI =V1 DR O z Z 'i•?57, u,N APOLLO RD ?_ �'• - _ SF 0 VIVIEN'RJ par-"'•� oA�lMtvle ( JIIIz � �OVR Or. 5 RD O w NOFR J - EMINI RD z m R 1 vaa„rnr.,� PorA - B- .. ZHIGV .amdA+( O H SIE NUt WOjb• ALDRIN DR r6r.'t I r .na Ude po i � J f Q Pr.' z 'oORWE Tpy,' LL O Y w ODL RD , r 28 4 ' Duckwood Estates w mm c;4 TOVJfD w9er D i 1sy e� Wa Project 1367 5 ynt � .S2 Y Nt'eo-V,Fi. �,f l - - MOPP= 0 or teem m f.,rir O /w.AhmrF 1 •h1ESCOTTRD W.5 ott� Road :roma,w - ry l';s sig M:r Ub— po Ia. nuaha,k l-arr - o.=ar . C Bryw � na+ m N 18VJR&tk Dr /� a ZrA D V mI i18ey 0 d DIFFLEY R s Flre ah shy a H ! ,,,f � Crpo,n C Wey,nn Miy m ern• Lem P t? s� 1A41de a sun Rd a JF /fm l Tlr, ,r -r ,.aa.. 7. f ➢ rah v ° to d (Co 46 3 i PI '.� Ch Road ( Rd 32) "D IJN, C AFF uccument Path: L:w5ER51PUBWORK51EngineeringlProiects12020 Street Improvements12020 Location—d Date: 1 012 4/2 01 9 FIG 1 jp F e0 A` 4 2020 Street Revitalization - Project 1367 U Z 0 � ,� Duckwood Estates , efSNE9 Project Area Legend nI 1 \ Revitalization Type 2020, Resurface (Full-width)�r,. Assessable Project Area r Zoning - ��''` L R-1 35`1�3 M M M R-3 -rr 3517' .ar • �" 3521,; r 2 -u; 3525„ g •;� �QG .� '� • F 3529 353QBIRCFIP:TL1 —,� f,_ _ `; 3537 3542 . �_a, ..• 3535}3536 r 3S4S k c �,.ry' yr ' , •3543 NC1R A T 3549 { 3$461 �3F �: 1+17k 3551 +'� 3S4,3; g352 T. ��$67 35556 y� 3 SS4 ��1��dS % 66 a 1275 e' 6? 1264�? is b�, 0 -mal a• ,050 1247 I W \.L3 s gSaB: 11� 1 W97 1489 i `1237' ,.I'270 R5'3 1249 e` 3596` P213 a I@I:45' Ikl9l Q ^ IiL55' _ ` = n i&19A, � d�180 01;88 INL$6: L:IUSERSTUBWORKS1Enginee ring\Projects12020 Street Improvements11367 X1367X FIG 2 Date: 11/14/2019 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 • • \ / / / EAGAN 2020 Street Revitalization - Project 1368 Duckwood Trail N Lone Oak Rd. (Co. d. j �'3ry u.s /it t Past Office .� ' oonshene 1'uik 4N fri �Vattlt v PUPA r Lake rltrti:Yl woo �Ot d Parkway J aelrG YNKLL DL RD �? Yankee Doodle d."Rd28)' F{m Stdf7p.^�G � Town er Q LecntiLare `'` Park i p D di Dr. .F9' Of f Q Duckwood Trail L Project 1368 Past C L oke N ' � Polk Fish Lake HurleyLake aaur Park riurbr,r�a un c Canter Oak. Co. Library l tie, r P61,t Police D t. (unde v) Cascade Ctwc MY Arena Bald Lake iY+ti.Jrlr•,1 lrW1�•{ t0 tJe Y J Document Path: L: IUSERSIPUBWORKSXEngineeringlProjects%2020 Street Improvements12020 Location—ol Date: 11/14/2019 FIG 1 %pF E•�c 7u ,;�;; -:,00 z 2020 Street Revitalization - Project 1368 o D uc kwood Tra i l ;e Bt:s!eo ��1 • 'ooi, r Project Area Legend 17-1 Assessable Project Area Zoning Neighborhood Park R-4 Revitalization Type 2020, Overlay (Edge -mill), Street L:IUSERSIPUBWORKS1EngineeringlProjects12020 Street Improvements11368 X1368X FIG 2 Date: 11/14/2( 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 \ \ I I 2020 Street Revitalization - Project 1369 E AGA N Roya I Oaks 1 Ttp N nrInt Rrmb o%Fvle rp r Ob9oPm7aslm,e TT Z <T_ PQM CLUBVI W DR � j � F APOLLO RD J O� o-�t K J � PEMINI RD Z in €exn,°L A -C HIGH SITE i PmT V°nh •+ commumq� OALDRIN DR r nre,n' ` CenterW A.( C NO1. 1PW*ftD - Trvrcl: o y L k�Y o Jit LU ti z Pmk zORWE T LU U X Ya< O D L RD Yankee Doo d(Co R _Y to a d•an° 28 �c > Tow LVHer Dz r.r nt Pr+ti- y� Y 0ytert :a e. wy `i Imp Ii,«r�r,-t �O C nn,] Z W T ` K d Dr a a� 'o 4 Sp'.1 J 45 E Royal Oaks L' pn Il rLe, Project 1369 Frsh! 6a Pnrr WESCOTT RD ba,n°ra UnIC Oak Ca et(111 Center Library ar.b t I� �r P." t Det 6-d")Cascade ...r crvir Bay Arena _ T3nh7 lake _ Rrrrlle E{gr n WJ d ,es, P+a:khr„cicr 1 Vd d Dr alk � wP m walkParra // 11eC unTn beryl. LeA, F 1 Pa(d; ,A'o, th— ""."y Mpwk • I rml ° r <l < M m DIFFLEY R IIc•,nc , .p 30 ��.. N 14 Iieule Pon ] ° €apor Cerrg,°rt VON, L"dZ "f?"A girl+ir<nc Fncrhh- _ c°r ',a,LexI Pk i Pa'k r'gin Document Path: L:IUSERSIPUBWORKSIEngineeringlProjects12020 Street Impr—mems12020 Location.mxd Date: 1 0/2412 01 9 FIG 1 //'OF iE .00 Z A O 2020 Street Revitalization m Project 1369 Royal Oaks L:IUSERSIPUBWORKS1EngineeringlProjects12020 Street Improvements11369 113691 FIG 2 Date: 11/13/2019 FIG 2 6c k of Fq 2020 Street Revitalization - Project 1369 Royal Oaks Typical Street Sections eCISHRi3 50'- 60' ROW 30'- 34'13-13 TYPICAL CL 3" EXIST. BITUMINOUS 3" EXIST CL 5 AGG. BASE EXIST. TYPICAL SECTION ROYAL OAKS 30'- 34' B -B TYPICAL .10 No. 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 \ \ ♦ / / / 2020 Street Revitalization - Project 1370 EAG AN GVR Acres - Rathman Addition GVR Acres 1 Rathman Addition Project 1370 N. lanl� r Treal t��r" Crty -. Pwk... Maint Faghty /trtrJtu Silver Bell R HEn...nnid rorx IiAgntYFhn,EA Yd .. P07 El I MIN . , %07 raw FAA 0 . W17,0-, � In - 35E \ 01 Dr. Document Path: L:IUSERSIPUBWORKSIEngineering%Projects'2020 Street Improvements12020 Location—d Date: 11113/2019 FIG 1 1 Cea[ Po �� J Com.nunrt) Center Qum y _ Patk' N. lanl� r Treal t��r" Crty -. Pwk... Maint Faghty /trtrJtu Silver Bell R HEn...nnid rorx IiAgntYFhn,EA Yd .. P07 El I MIN . , %07 raw FAA 0 . W17,0-, � In - 35E \ 01 Dr. Document Path: L:IUSERSIPUBWORKSIEngineering%Projects'2020 Street Improvements12020 Location—d Date: 11113/2019 FIG 1 -OF E,4 °�-,;`. ',:,:cZ 2020 Street Revitalization -Project 1370 0� Q GVR Acres / Rathman Addition \+/SKEW L:IUSERSIPUBWORKS1EngineeringlProjects12020 Street Improvements11370\1370\ FIG 2 Date: 11/13/2019 FIG 2 �. , eq7 2020 Street Revitalization - Project 1370 'o U z 3 GVR Acres - Rathman Addition s o \e<,Typical Street Sections 50' ROW 30'13-13 TYPICAL 3" EXIST. BITUMINOUS 3" EXIST CL 5 AGG. BASE EXIST. TYPICAL SECTION GVR ACRES - RATHMAN ADDITION 50' ROW 30' B -B TYPICAL 6' EDGE MILL EXIST. SURMOUNTABLE CURB GUTTER 1.5" TYPE 2360 WEAR COURSE BITUMINOUS OVERLAY 2357 BITUMINOUS TACK COAT REMOVE & REPLACE EX. — 3" EXIST. BITUMINOUS SURMOUNTABLE CURB & — EXIST 6" CL 5 AGG. BASE GUTTER, AS DIRECTED BY THE ENGINEER PROPOSED TYPICAL SECTION GVR ACRES - RATHMAN ADDITION Document Path: L:IUSERSIPUBWORKS%EngineeringlProjects12020 Street Improvements11370 Date: 10/31/2019 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 LUNAR LANEC.S.A.H. NO. 26 (LONE OAK RD.)M IK E C O LLIN S GRAND OAK CIR WS T AT E T R U N K H W Y.N O .14 9 L O N E O AKPARKWAYSTATETRUNKHWY.NO.55BLUE W A T E R R D VIKINGSPARKWAYLONEO AKPAR KW A YCOURTHOUSE LNBLU E G E N T IANRDLONE OAK DRIVESTATE TRUNK HWY. NO. 55LONE OAK CIRCLEJOYCE CTNG BLVDCOMM E R S D R HOLIDAY LNWATERSRDAPOLLO ROADHOLIDAY LNSTA GRAND OAK CIR EVIKIN G S P A R K W A Y LONEOAKPARKWAYO'NEILLDRSTATE T R U N K H W Y. N O. 1 4 9 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. Planning Report – Venstar LLC 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. Planning Report – Venstar LLC 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. Planning Report – Venstar LLC 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). Planning Report – Venstar LLC 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 Planning Report – Venstar LLC 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. LUNAR LANEC.S.A.H. NO. 26 (LONE OAK RD.)M IK E C O LLIN S GRAND OAK CIR WS T AT E T R U N K H W Y.N O .14 9 L O N E O AKPARKWAYSTATETRUNKHWY.NO.55BLUE W A T E R R D VIKINGSPARKWAYLONEO AKPAR KW A YCOURTHOUSE LNBLU E G E N T IANRDLONE OAK DRIVESTATE TRUNK HWY. NO. 55LONE OAK CIRCLEJOYCE CTNG BLVDCOMM E R S D R HOLIDAY LNWATERSRDAPOLLO ROADHOLIDAY LNSTA GRAND OAK CIR EVIKIN G S P A R K W A Y LONEOAKPARKWAYO'NEILLDRSTATE T R U N K H W Y. N O. 1 4 9 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 HWY 149 Dodd R o a d HWY 149 Dodd RoadHWY 149 Dod d R o a d HWY 149 Dodd R o a 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 !i 11111111:lilili! [I'll,,:.' -j � � ;H 111:11' ,,:11·"1 lj I' l > I tji,1lh I 1,f i ;r � l r P [F, fllili !! f.,,Jr ,; O • . ,, I 'I r lli'J!i '1 f;.T•il n ' 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    4OTAL 0ROVIDEDÏ2EGULAR0ROVIDEDÏ!CCESSIBLE0ROVIDEDÏ4OTALÏ6IKINGSÏ0ARKWAYÏ Ï0ARKINGÏ#ALCULATIONS 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 0.00.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.3 0.2 0.0 0.0 0.0 0.0 0.0 0.00.4 0.4 0.5 0.5 0.4 0.2 0.0 0.0 0.0 0.0 0.00.3 0.4 0.5 0.6 0.8 0.9 0.8 0.4 0.1 0.0 0.0 0.0 0.00.2 0.2 0.4 0.5 0.7 0.8 1.1 1.4 1.5 0.8 0.1 0.1 0.0 0.0 0.00.1 0.1 0.2 0.3 0.4 0.6 0.8 1.0 1.4 2.0 2.6 1.6 0.2 0.1 0.1 0.0 0.00.0 0.0 0.1 0.1 0.2 0.3 0.4 0.7 1.0 1.1 1.5 2.0 2.5 2.1 0.7 0.1 0.1 0.1 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.6 0.9 1.3 1.7 2.0 2.0 1.1 0.2 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.9 1.3 1.8 2.3 2.0 2.5 2.0 0.4 0.2 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.2 1.7 2.1 2.2 2.4 2.5 0.8 0.2 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.7 1.1 1.4 1.8 2.2 2.9 2.8 1.4 0.3 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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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%#.'žÄ21.'&'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.&#6'4')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 TOWNCENTREDRIVEMARICE DR QUARRYCT.B O A R D W A L K LOON LANETOW N CENTRE DRCTMARICECTLETENDRE ST TOWERVIEW ROAD TOWERVIEW ROAD NORTHJURDYCT L EM IE UX CIR DRIVE NORW EST ST.CHARLESPLACEC E N T R A L P AR KW AYALDENPONDLANELANECOACHMANROADSHERMAN COURTSURREYHEI GHTSD R IV E JURDY ROA D PARK P L PINERIDGEDRIVEC.S.A.H. NO. 31 (PILOT KNOB ROAD)HUNT DRIVE COACHMANROADDUCKWOOD DR COACH M A NROADFEDERAL DRIVEHIGH -S I TE DRIV E BOARDWALKCOUNTY ROAD NO. 28 (YANKEE DOODLE ROAD)WOODLARK LANEQUARRY S JU R D Y CT FOUR OAKS RD C.S.A.H. NO. 31 (PILOT KNOB ROAD)DUCKWOOD D RFEDERAL DRIVECOACH M A NROADQUARRY RD COUN TY ROAD NO.28 (YAN KEE D OODLE R OAD ) RED CEDAR ROAD COACHMANROADDENMARK AVEW A S HINGTONDRIVEJ URDYROADDENMARK AVECHERRYWOOD CT81ST ST W CENT URY POINT MCCAR T H Y R D BALTICAVEPilotKnobPark CentralParkPark MoonshinePark Quarry Park Park Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yanke e Doodle Rd Lone Oak Rd Map Area Extent 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 ´ 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 OLD SIBLEY MEMORIAL HIGHWAYO L I VI NEDRGOLD TRAIL MICA TRAILDIFFLEY SERVICE RD N RAHN ROADTIMBER WOLF CTGLENFIELD CT SILVER BELL RD SILVER BELL ROADKENNEBECDRIVESE N ECAROADSILVER BELL ROAD OLDSIBLEYHIGHWAYNICOLS RO A D EAGANOUTLETSPKW YCEDARGROVEPKWYCEDARGROVEPKWYRAHNROADBLUESTONE LANE BLUESTONE DRDIAMOND PTJADE PTNORTH TIMBERWOLFTRAILDIAMONDDRCORAL LANE SIBLE Y CTCARNE L I A N L A N E JADELANE FLINT DRF L I NT LANE SAPPHIRE LNGARNET PTGARNETDRIVE DI AMONDDRI VEEMERALDLANE OPALDRIVE GARNETLANE TOPAZ DRIVEOPAL P L . ZIRCON LANE JADE LANE CARNELIAN LANEBERYL ROADALDER LANECALCITE DRAMBERDRLIMESTONE DRJASPERDRMOONSTONEDRSANDSTONEDRG O L D T R A I L TURQUOISE TRAIL AMETHYST LANENICOLS ROADTESSERACT PLDOLOMITEDRBERYL R OA D PUMICE P O I N T PUMICE LANEBE A VER DAMRO A DDURHAM CT CHIPMUNK COURT C.S.A.H. NO. 30 (DIFFLEY ROAD)C.S.A.H. NO. 30WUTHERING HEIGHTS RDN I C O L S R O A D STATE T.H. NO. 13STATEHWY.NO.77(CEDARAVE.)STA TE T .H . NO . 7 7 (CEDAR AVE )STATETRUNKHIGHWAYNO.13F E N W A Y RI V V L Y W A Y CEDAR GROVE PKWYEAGAN OUTLETS PKWYNICOLS RD/CEDAR GROVE BLVDCedarPondPark WoodhavenPark Fort SnellingStatePark BridgeviewPark Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yankee Doodle Rd Lone Oak Rd Map Area Extent 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 2 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.] 3 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 4 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