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01/02/2019 - City Council Regular AGENDA EAGAN CITY COUNCIL EAGAN MUNICIPAL CENTER BUILDING JANUARY 2, 2019 6:30 P.M. I. ROLL CALL AND PLEDGE OF ALLEGIANCE II. ADOPT AGENDA III. RECOGNITIONS AND PRESENTATIONS A. OATHS OF OFFICE – Mayor Maguire and Councilmembers Bakken and Hansen B. RECOGNIZE the retirement of Bob Brown, Park Maintenance Worker, for his 20 years of work with the City of Eagan 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. ADOPT a Resolution accepting a donation from an Eagan Citizen to Support the Police K9s F. APPROVE Change Order #6 for Project 18-06, Police Department and City Hall Renovation G. AUTHORIZE submittal of Fiscal Year 2019 Community Development Block Grant application H. APPROVE On-Sale Liquor and Sunday License for Cielito Lindo Restaurant LLP doing business as Cielito Lindo Restaurant, 1981 Silver Bell Road I. RECEIVE Draft Feasibility Report for Street Improvement Project 1307, Lone Oak Circle, and Schedule Public Hearing for February 5, 2019 J. RECEIVE Draft Feasibility Report for Street Improvement Project 1308, Poppler Lane, and Schedule Public Hearing for February 5, 2019 K. RECEIVE Draft Feasibility Report for Street Improvement Project 1309, Country Home Heights, and Schedule Public Hearing for February 5, 2019 L. RECEIVE Draft Feasibility Report for Street Improvement Project 1312, Ridgeview Acres/ Jon Croft Acres, and Schedule Public Hearing for February 5, 2019 M. RECEIVE Draft Feasibility Report for Street Improvement Project 1313, Old Sibley Highway, and Schedule Public Hearing for February 5, 2019 N. RECEIVE Draft Feasibility Report for Street Improvement Project 1314, Meadowland 1st Addition, and Schedule Public Hearing for February 5, 2019 O. APPROVE Public Works Committee Recommendations for Water Meter Surcharge Appeals P. APPROVE 2019 Fee Schedule for General Municipal Services Q. APPROVE a Temporary On-Sale Liquor License and waive the license fee for Trinity School at River Ridge on February 2, 2019 at 601 River Ridge Parkway R. AUTHORIZE Letter in Opposition to MN Environmental Quality Board Rules Change on Environmental Assessment Worksheets S. APPROVE a Planned Development Amendment – TCF Bank / Dave Nelson - A Planned Development Amendment to modify the color of the building exterior and base of the monument sign located at 3380 Denmark Avenue V. PUBLIC HEARINGS VI. OLD BUSINESS VII. NEW BUSINESS A. PURCHASE AGREEMENT for Lot 1, Block 1, Yankee Plaza 2nd Addition located southeast of Duckwood Drive and Federal Drive B. PLANNED DEVELOPMENT AMENDMENT-The House Church / Jamey VanGelder - A Planned Development Amendment to allow expansion of the church building and parking lot located at 2024 Rahn Road VIII. LEGISLATIVE / INTERGOVERNMENTAL AFFAIRS UPDATE IX. ECONOMIC DEVELOPMENT AUTHORITY 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 28, 2018 Subject: Agenda Information for January 2, 2019 City Council Meeting ADOPT AGENDA After approval is given to the January 2, 2019 City Council agenda, the following items are in order for consideration. Agenda Information Memo January 2, 2019, Eagan City Council Meeting RECOGNITIONS AND PRESENTATIONS A. Oath of Office for Mayor Mike Maguire, Council Member Paul Bakken and Council Member Gary Hansen Facts:  The Oath of Office will be administered to Mayor Maguire, Council Member Bakken and Council Member Hansen, who were re-elected to four-year terms.  Per State Statute, mayor and council members’ terms begin the first Monday in January following their election. In 2019, this date is Monday, January 7. The verbal oaths of office will be administered before the start date of the new terms, but the official, written oaths will not be signed until after January 7.  The written oaths will be brought to the January 8 Special City Council meeting for signatures. Attachments: (0) Agenda Information Memo January 2, 2019, Eagan City Council Meeting RECOGNITIONS AND PRESENTATIONS B. Recognize the retirement of Bob Brown, Park Maintenance Worker for his 20 years of work with the City of Eagan Facts:  Bob Brown has now worked just over 20 years with the City of Eagan. Of those 20 years, the last four were with the Parks Division within Parks and Recreation Department. The previous 16 years were as a mechanic in the Fleet Management division within Public Works.  It is quite possible Bob has been involved in something during his 20 years that has impacted each and every employee of the city.  Bob has always worked very hard for the citizens of the City of Eagan, looking at ways to help with operational efficiencies.  Bob’s coworkers describe him as a skilled individual, a hard worker that is disciplined, dedicated and always focused and determined to get the job done. Different supervisors throughout his years of employment speak of Bob’s flexibility to help with whatever the latest project was that needed to get done. Bob has skills across the board, including mechanical skills, ability to craft unique and significant items from wood, concrete and steel. When someone was needed to get the job done, done on time and with high quality performance, they always knew they could count on Bob Brown.  Mr. Brown’s last day in the office was Monday, December 17 and will vacation out through January.  As a token of staff’s appreciation, we present a certificate of retirement to Mr. Brown and thank him for his time and service to the Eagan Community. Attachments: (0) Agenda Information Memo January 2, 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 11, 2018 Special City Council minutes, and December 18, 2018 regular City Council meeting, as presented or modified. Attachments: (2) CA-1 December 11, 2018 Special City Council Minutes CA-2 December 18, 2018 City Council Minutes MINUTES SPECIAL CITY COUNCIL MEETING DECEMBER 11, 2018 5:30 P.M. EAGAN FIRE STATION #2 City Councilmembers present: Mayor Maguire, Councilmembers Fields, Bakken, Hansen and Tilley. City staff present: City Administrator Osberg, Assistant City Administrator Miller, and Human Resource Manager Peterson-Weitzel. ROLL CALL AND ADOPTION OF THE AGENDA Councilmember Fields moved, Councilmember Bakken seconded a motion to adopt the agenda as presented. Aye: 5 Nay: 0 VISITORS TO BE HEARD There were no visitors to be heard. INTERVIEW COMMUNICATIONS AND ENGAGEMENT DIRECTOR The City Council interviewed three applicants for the position of Communications and Engagement Director: Bridgett Bornstein Straub, Joe Ellickson, and Telly Mamayek. Upon completion of the three, 30-minute interviews, there was unanimous City Council consensus to make a conditional offer to Joe Ellickson with formal action to name the candidate at the January 2, 2019 City Council meeting. ADJOURNMENT Councilmember Fields moved, Councilmember Hansen seconded a motion to adjourn the meeting at 8:16 p.m. Aye: 5 Nay: 0 Date Mayor City Clerk MINUTES OF A REGULAR MEETING OF THE EAGAN CITY COUNCIL Eagan, Minnesota DECEMBER 18, 2018 A Listening Session was held at 6:00 p.m. prior to the regular City Council meeting. Present were Mayor Maguire, Councilmember Bakken, Fields, Hansen and Tilley. Theresa Eisele and Randy Bright addressed the Council with their concerns regarding the intersection of Braddock Trail and Diffley Road. A regular meeting of the Eagan City Council was held on Tuesday, December 18, 2018 at 6:30 p.m. at the Eagan Municipal Center. Present were Mayor Maguire, Councilmembers Bakken, Fields, Hansen and Tilley. Also present were City Administrator Osberg, Assistant City Administrator Miller, Public Works Director Matthys, Parks and Recreation Director Pimental, Community Development Director Hutmacher, City Planner Ridley, Finance Director Pepper, Assistant Finance Director Feldman, Police Chief New, ETV Executive Director McIntee, City Attorney Dougherty and Executive Assistant Stevenson. AGENDA Councilmember Hansen moved, Councilmember Tilley seconded a motion to approve the agenda as presented. Aye: 5 Nay: 0 RECOGNITIONS AND PRESENTATION Presentation of “Wind Horse” a Public Art Piece, by Parks & Recreation Staff and Public Artists, The Milligan Studio Parks and Recreation Director Pimental introduced the item noting “Wind Horse” was installed on November 1, 2018 at the southeast easement corner of Pilot Knob and Yankee Doodle. “Wind Horse” was designed and fabricated by the Milligan Studio, Alan and Nicole Mary Milligan. Recreation Program Supervisor Andersen gave a PowerPoint presentation. Andersen introduced artists Alan and Nicole Mary Milligan. The Milligan’s gave an overview of the art piece design and installation. CONSENT AGENDA Councilmember Tilley moved, Councilmember Hansen seconded a motion to approve the consent agenda as amended: Aye: 5 Nay: 0 A. It was recommended to approve the minutes of December 4, 2018 regular City Council meeting, as presented or modified. B. Personnel Items: 1. It was recommended to accept the resignation of Dakota Kenyon, Fitness Coordinator at the Eagan Community Center and authorize the recruitment and replacement of this position. City Council Meeting Minutes December 18, 2018 2 page 2. It was recommended to accept the resignation/retirement of Robert Brown, Parks Maintenance Worker and authorize the recruitment and replacement of this position. 3. It was recommended to authorize the hiring of part time recurring Tree Inspector, Kevin Sturgeleski. 4. It was recommended to authorize the hiring of a full time Mechanic, to be named. 5. It was recommended to approve 2019 Compensation Plans for all City of Eagan Employees; including the Compensation Plans for all non-union; exempt, non-exempt, Part Time Recurring, Seasonal/Temporary employees. 6. It was recommended to approve adjustments to the City Administrator’s 2019 compensation to meet restrictions imposed by the State. 7. It was recommended to approve the medical insurance premium rates for 2019. 8. It was recommended to approve the dental insurance premium rates for 2019. 9. It was recommended to approve the hiring of winter rink attendants. C. It was recommended to ratify the check register dated November 30 and December 7, 2018. D. It was recommended to approve the ordinary and customary contracts with the Minnesota State Arts Board, Coyote Wild, Dan Schwartz, Ultimate Events, iCIMs, Inc., School District 196, Purair Products, and Thyssenkrupp Elevator Corporation. E. It was recommended to approve a fiduciary agreement between City of Eagan and Dakota County Drug Task Force for the receipt, maintenance and spending of the Department of Justice and Department of the Treasury Equitable Sharing Funds. F. It was recommended to accept a 2019 Minnesota Department of Public Safety grant for $295,546 on behalf of the Dakota County Drug Task Force. G. It was recommended to receive the Draft Feasibility Report for Project 1315 (Woodgate 3rd – Tiberon - Mallard Park 3rd Additions – Street Improvements), and schedule a public hearing to be held on January 15, 2019. H. It was recommended to receive the Draft Feasibility Report for Project 1316 (Pinetree Pass 2nd, 4th & 6th – Street Improvements), and schedule a public hearing to be held on January 15, 2019. I. It was recommended to receive the Draft Feasibility Report for Project 1317 (Gardenwood Ponds 4th – Street Improvements), and schedule a public hearing to be held on January 15, 2019. J. It was recommended to receive the Draft Feasibility Report for Project 1318 (Oak Pond Hills 1st & 2nd – Street Improvements), and schedule a public hearing to be held on January 15, 2019. K. It was recommended to receive the Draft Feasibility Report for Project 1319 (Majestic Oaks 1st – 3rd – Street Improvements), and schedule a public hearing to be held on January 15, 2019. L. It was recommended to receive the Draft Feasibility Report for Project 1320 (Southern Lakes West – Street Improvements), and schedule a public hearing to be held on January 15, 2019. M. It was recommended to approve Change Order No. 1 for Contract 18-22 (Ashbury Sanitary Lift Station Rehabilitation), and authorize the Mayor and City Clerk to execute all related documents. N. It was recommended to receive the bids for Contract 19-02 (Lexington/Diffley Reservoir Reconditioning) award the contract to Elevation Coatings, Inc. for the base bid in the amount of $173,950.00, and authorize the Mayor and City Clerk to execute all related documents. O. It was recommended to approve the updated Sperry Tower Lighting Schedule. P. It was recommended to approve a Final Plat to create one lot located at 2170 James Street. Q. It was recommended to approve and authorize purchase agreement with Musco Sports Lighting LLC through Sourcewell (formerly known as National Joint Powers Alliance) to purchase field lighting equipment, and direct staff to prepare appropriate contract for the Mayor’s and City Clerk’s signature. City Council Meeting Minutes December 18, 2018 3 page R. It was recommended to adopt Findings of Fact, Conclusions & Resolution of Denial of a request for an Interim Use Permit to allow off-site hotel/airport parking on Lot 1, Block 1, Blue Ridge 3rd Addition. S. It was recommended to approve a 90-day extension of time to record the Planned Development Agreement for Costco, upon approximately 18.1 acres located east of Highway 55 and north of Blue Gentian Road. T. It was recommended to approve Vacation of public easements on Outlot A, Kieffer Addition and Outlot B, Hills of Stonebridge. It was recommended to approve a Final Subdivision (Haven Woods) to create 10 lots upon approximately 5.7 acres located at 3955 Dodd Road. U. It was recommended to adopt a resolution accepting a $300 cash donation from Michelle Rowe- Johnson to be used for the K-9 program, and direct the funds to revenue account number 1102.2862 for accounting purposes. V. It was recommended to approve Change Order #3 to Gerling and Associates contract with the City of Eagan and the City of Burnsville (Cities). The order extends the Cities acceptance date of the truck to December 20, 2018, which is approximately 35 business days later than the original contract terms. Also approve Change Order #3 to AVI Systems, Inc. contract with the Cities that moves the acceptance date to February 15, 2019, which is approximately 50 business days later than the original contract terms. PUBLIC HEARINGS 2019 Fee Schedule City Administrator Osberg introduced the item noting the Council is being asked to approve the 2019 Fee Schedule establishing the fees for various City services, supplies and materials. Assistant Finance Director Feldman shared several of the proposed changes for the 2019 Fee Schedule. Mayor Maguire opened the public hearing. There being no public comment, he turned the discussion back to the Council. Councilmember Fields moved, Councilmember Bakken seconded a motion to close the public hearing and adopt a resolution approving the 2019 Fee Schedule establishing fees for various City services, supplies and materials. Aye: 5 Nay: 0 OLD BUSINESS Variance – Eagan Self Storage City Administrator Osberg introduced the item noting this item was before the City Council at their regular meeting of October 16, 2018. The Council was asked to consider a Variance to allow insulated metal panels as a Class II building material for a new structure at 540 Yankee Doodle Road. Osberg noted the Council continued the item to the December 18, 2018 meeting to allow staff to do some research and evaluate industry standards on metal panel standards. City Planner Ridley gave a staff report and provided a quick summary of the exterior classes. Ridley noted that, by definition, the proposed material is a Class III material. He went on to say that staff City Council Meeting Minutes December 18, 2018 4 page surveyed a number of cities and consulted with an architect and found that Eagan’s metal panel standards are similar to other cities; however, the exterior coverage percentage allowed in other cities ranged from 35%-50%. He also said staff learned the quality of metal panel building systems have improved dramatically over the last decade. Ridley suggested the City Council may wish to consider an amendment that would differentiate the newer metal panel systems and possibly increase the allowed exterior percentage coverage acknowledging that the newer metal panel systems are far more durable than the typical Exterior Insulation Finishing Systems (EIFS). The Council discussed the request. It was noted that Mr. Johnson had extended his original request to allow the Council time to review the current Ordinance language regarding classifying the proposed material. Mayor Maguire asked Mr. Johnson if he was willing to continue the item to allow time for an Ordinance Amendment to be drafted and acted upon. Jeff Johnson, Johnson Property Services, LLC, was supportive and gave his consent to table his Variance request until February 20, 2019. Mayor Maguire opened the public comment. There being no public comment, he turned the discussion back to the Council. Councilmember Bakken moved, Councilmember Fields seconded a motion to continue the Variance for Eagan Self Storage to the February 20, 2019 City Council meeting. Aye: 5 Nay: 0 Councilmember Bakken moved, Councilmember Fields seconded a motion to direct staff to draft an ordinance amendment that generically addresses metal panel building systems. Aye: 5 Nay: 0 NEW BUSINESS There was no new business to be heard. LEGISLATIVE / INTERGOVERNMENTAL AFFAIRS UPDATE There was no legislative/intergovernmental affairs update. ADMINISTRATIVE AGENDA CITY COUNCIL Mayor Maguire noted he spoke at the All Employee Training and Recognition earlier today and is constantly hearing compliments on City Staff. Mayor Maguire and Councilmembers thanked City Staff for the great work they do. Councilmember Hansen congratulated employees that were recognized for their milestone awards, from 5-30 years of service. VISITORS TO BE HEARD There were no visitors to be heard. City Council Meeting Minutes December 18, 2018 5 page ADJOURNMENT Councilmember Tilley moved, Councilmember Hansen seconded a motion to adjourn the meeting at 7:13 p.m. Aye: 5 Nay: 0 _______ Date ______ Mayor _______ City Clerk Agenda Information Memo January 2, 2019 Eagan City Council Meeting CONSENT AGENDA B. Personnel Items ITEM 1. Actions to be considered: Provide to City Councilmembers the same health insurance benefits that are offered to full-time City employees, effective January 1, 2019. Approve 2019 budget amendment of $5,900 for such health insurance benefits. Facts:  Prior to 2010, the City provided the same level of health insurance benefits for Councilmembers as it did for full-time staff.  In 2010, as a budget-cutting measure in the height of the Great Recession, the Council took action to reduce the City’s insurance premium contribution for any Councilmember who elected family coverage (which now includes employee + spouse and employee + child(ren) coverages) to the contribution level of single coverage, which is less than the contribution level for the various family coverages.  In 2019, the total annual premium cost for family coverage under the VEBA 2 plan with base dental, for example, is $22,488. In this case, for full-time staff, the City currently contributes $16,880 toward the premiums; for Councilmembers, the City contributes $10,970. The portion a full-time staff member must therefore contribute is $5,608; the portion a Councilmember must contribute is $11,518. The difference in contribution between staff and Councilmembers is $5,910.  For 2019, only one Councilmember elected family coverage; therefore, the required budget amendment is $5,900, which will be covered by the Contingency line item in the General Fund.  This item was directed to the January 2, 2019 Consent Agenda following Council discussion at the December 18, 2018 City Council meeting. ITEM 2. Actions to be considered: Authorize the hiring of Joe Ellickson for the position of Communications and Engagement Director. Facts:  The process to hire the new Director of Communications and Engagement began in October, 2018 following the retirement of Tom Garrison.  The City received 136 applications for the position.  The City interviewed 19 candidates in the first round of interviews, and followed up with seven candidates interviewed in the second round.  The City Council interviewed three finalists for the position on December 11, 2018, and recommended an offer be extended to Joe Ellickson.  Mr. Ellickson has been with the City of St. Paul since 2015 and is currently serving as the Communications and Digital Media Manager.  Mr. Ellickson has passed the background check and has accepted the City’s offer to be the next Director of Communications and Engagement. His anticipated start date is Monday, January 14. INFORMATIVE:  Andrew Timm was hired as the Mechanic/Equipment Maintenance Worker. o This position was approved for hire on November 5, 2018 Agenda Information Memo January 2, 2019 Eagan City Council Meeting CONSENT AGENDA C. Ratify Check Registers Action To Be Considered: To ratify the check registers dated December 14 and 21, 2018, as presented. Attachments: (2) CC-1 Check register dated December 14, 2018 CC-2 Check register dated December 21, 2018 12/13/2018City of Eagan 16:02:20R55CKR2 LOGIS101 1Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018-- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202556 12/14/2018 115497 A & A GLOBAL INDUSTRIES 227.98 VENDING RESALE 288623 0417210 6629.6855 Merchandise for Resale Vending 227.98 202557 12/14/2018 153530 ADAMS, LOREN 26.34 11822-OVRPMNT 956 SAVANNAH RD 288624 120418 9220.2250 Escrow Deposits Public Utilities 26.34 202558 12/14/2018 149624 ALL AMERICAN TITLE COMPANY 36.70 11822-OVRPMNT 586 TODD AVE 288625 120418 9220.2250 Escrow Deposits Public Utilities 36.70 202559 12/14/2018 151329 ALL FURNITURE 200.00 ALL FURNITURE, RIVER TRAILER 288627 41331 5045.6310 Professional Services-General Temporary Office/Moving Expens 891.00 ALL FURNITURE, DEC RENTAL FURN 288626 41332 5045.6660 Office Furnishings & Equipment Temporary Office/Moving Expens 1,091.00 202560 12/14/2018 146368 ALLEGRA 27.50 BUSINESS CARDS 288628 43657 1107.6211 Office Printed Material/Forms Support Services 27.50 202561 12/14/2018 150476 ALLSTREAM 3.60 TELEPHONE 288649 15723462 1221.6347 Telephone Service & Line Charg Administration-Fire 5.84 TELEPHONE 288649 15723462 2460.6347 Telephone Service & Line Charg Building And Grounds 12.59 TELEPHONE 288649 15723462 0501.6347 Telephone Service & Line Charg General & Admn-Finance 14.83 TELEPHONE 288649 15723462 1108.6347 Telephone Service & Line Charg Communications 39.92 TELEPHONE 288649 15723462 3106.6347 Telephone Service & Line Charg Structure Care & Maintenance 42.07 TELEPHONE 288649 15723462 0301.6352 Telephone Circuits IT-Gen & Admn 42.07 TELEPHONE 288649 15723462 0301.6352 Telephone Circuits IT-Gen & Admn 42.07 TELEPHONE 288649 15723462 0301.6352 Telephone Circuits IT-Gen & Admn 42.07 TELEPHONE 288649 15723462 0301.6352 Telephone Circuits IT-Gen & Admn 42.07 TELEPHONE 288649 15723462 0301.6352 Telephone Circuits IT-Gen & Admn 42.07 TELEPHONE 288649 15723462 0301.6352 Telephone Circuits IT-Gen & Admn 42.08 TELEPHONE 288649 15723462 3106.6347 Telephone Service & Line Charg Structure Care & Maintenance 42.08 TELEPHONE 288649 15723462 3106.6347 Telephone Service & Line Charg Structure Care & Maintenance 42.08 TELEPHONE 288649 15723462 3106.6347 Telephone Service & Line Charg Structure Care & Maintenance 42.08 TELEPHONE 288649 15723462 0301.6352 Telephone Circuits IT-Gen & Admn 42.08 TELEPHONE 288649 15723462 3106.6347 Telephone Service & Line Charg Structure Care & Maintenance 42.08 TELEPHONE 288649 15723462 0301.6352 Telephone Circuits IT-Gen & Admn 42.08 TELEPHONE 288649 15723462 3106.6347 Telephone Service & Line Charg Structure Care & Maintenance 42.08 TELEPHONE 288649 15723462 3106.6347 Telephone Service & Line Charg Structure Care & Maintenance 12/27/18 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 2Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202561 12/14/2018 150476 ALLSTREAM Continued... 42.08 TELEPHONE 288649 15723462 3106.6347 Telephone Service & Line Charg Structure Care & Maintenance 42.08 TELEPHONE 288649 15723462 3106.6347 Telephone Service & Line Charg Structure Care & Maintenance 42.08 TELEPHONE 288649 15723462 3106.6347 Telephone Service & Line Charg Structure Care & Maintenance 42.08 TELEPHONE 288649 15723462 3106.6347 Telephone Service & Line Charg Structure Care & Maintenance 42.08 TELEPHONE 288649 15723462 3304.6347 Telephone Service & Line Charg Bldg/Facilities Maintenance 42.08 TELEPHONE 288649 15723462 0301.6352 Telephone Circuits IT-Gen & Admn 42.15 TELEPHONE 288649 15723462 3106.6347 Telephone Service & Line Charg Structure Care & Maintenance 44.65 TELEPHONE 288649 15723462 3106.6347 Telephone Service & Line Charg Structure Care & Maintenance 44.95 TELEPHONE 288649 15723462 0301.6352 Telephone Circuits IT-Gen & Admn 44.95 TELEPHONE 288649 15723462 1108.6347 Telephone Service & Line Charg Communications 44.95 TELEPHONE 288649 15723462 1105.6457 Machinery & Equipment-Rental Investigation/Crime Prevention 44.95 TELEPHONE 288649 15723462 0301.6352 Telephone Circuits IT-Gen & Admn 52.49 TELEPHONE 288649 15723462 1221.6347 Telephone Service & Line Charg Administration-Fire 85.30 TELEPHONE 288649 15723462 2460.6347 Telephone Service & Line Charg Building And Grounds 183.72 TELEPHONE 288649 15723462 0501.6347 Telephone Service & Line Charg General & Admn-Finance 216.52 TELEPHONE 288649 15723462 1108.6347 Telephone Service & Line Charg Communications 51.26 TELEPHONE 288649 15723462 9116.6352 Telephone Circuits Cedar Grove Parking Garage 51.27 TELEPHONE 288649 15723462 9116.6352 Telephone Circuits Cedar Grove Parking Garage 51.27 TELEPHONE 288649 15723462 9116.6352 Telephone Circuits Cedar Grove Parking Garage 51.27 TELEPHONE 288649 15723462 9116.6352 Telephone Circuits Cedar Grove Parking Garage 51.27 TELEPHONE 288649 15723462 9116.6352 Telephone Circuits Cedar Grove Parking Garage 51.27 TELEPHONE 288649 15723462 9116.6352 Telephone Circuits Cedar Grove Parking Garage 1.35 TELEPHONE 288649 15723462 6101.6347 Telephone Service & Line Charg Water -Administration 19.68 TELEPHONE 288649 15723462 6101.6347 Telephone Service & Line Charg Water -Administration 42.06 TELEPHONE 288649 15723462 6146.6347 Telephone Service & Line Charg North Plant Building 42.06 TELEPHONE 288649 15723462 6154.6347 Telephone Service & Line Charg South Plant Building 42.07 TELEPHONE 288649 15723462 6154.6347 Telephone Service & Line Charg South Plant Building 42.07 TELEPHONE 288649 15723462 6154.6347 Telephone Service & Line Charg South Plant Building 42.07 TELEPHONE 288649 15723462 6146.6347 Telephone Service & Line Charg North Plant Building 42.07 TELEPHONE 288649 15723462 6146.6347 Telephone Service & Line Charg North Plant Building 42.07 TELEPHONE 288649 15723462 6146.6347 Telephone Service & Line Charg North Plant Building 42.07 TELEPHONE 288649 15723462 6146.6347 Telephone Service & Line Charg North Plant Building 42.08 TELEPHONE 288649 15723462 6239.6347 Telephone Service & Line Charg Lift Station Maintenanc/Repair 42.08 TELEPHONE 288649 15723462 6239.6347 Telephone Service & Line Charg Lift Station Maintenanc/Repair 1.80 TELEPHONE 288649 15723462 6601.6347 Telephone Service & Line Charg General/Administrative-Arena 26.25 TELEPHONE 288649 15723462 6601.6347 Telephone Service & Line Charg General/Administrative-Arena 1.80 TELEPHONE 288649 15723462 6716.6347 Telephone Service & Line Charg General Administration 26.25 TELEPHONE 288649 15723462 6716.6347 Telephone Service & Line Charg General Administration 3.15 TELEPHONE 288649 15723462 6801.6347 Telephone Service & Line Charg General & Administrative 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 3Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202561 12/14/2018 150476 ALLSTREAM Continued... 45.93 TELEPHONE 288649 15723462 6801.6347 Telephone Service & Line Charg General & Administrative 2,577.47 202562 12/14/2018 153526 ALLY FINANCIAL 11,695.89 MITSUBISHI PHEV PURCHASE OPTIO 288634 611925478723-12 0518 3508.6680 Mobile Equipment Equip Rev Fd-Dept 08 11,695.89 202563 12/14/2018 100058 ANDERSEN INC, EARL F 1,165.55 STREET SIGN INSTALL 288629 119231 2242.6257 Signs & Striping Material Signs-Installation & Mtn 1,165.55 202564 12/14/2018 144673 ARCADE ELECTRIC 3,075.00 ELECTRICAL FOR TREADMILL 288630 10448 6603.6630 Other Improvements Building Repair & Maint. 3,075.00 202565 12/14/2018 153531 ASHLEY, SCOTT 11.16 11822-OVRPMNT 3682 WIDGEON WAY 288631 120418 9220.2250 Escrow Deposits Public Utilities 11.16 202566 12/14/2018 121083 ASPEN MILLS 170.85 UNIFORM PANTS-SCOTT 288635 227292 1228.6224 Clothing/Personal Equipment Inspection and Prevention 113.90 UNIFORM PANTS- SPRINGER 288633 227377 1221.6224 Clothing/Personal Equipment Administration-Fire 6,045.00 FIRE JACKETS 288632 227378 1225.6224 Clothing/Personal Equipment Fire / EMS Equipment 6,329.75 202567 12/14/2018 101609 ASPEN WASTE 108.57 WASTE 288640 1-321981120118- 1118 3313.6539 Waste Removal/Sanitation Servi Fire Buildings 45.10 WASTE 288637 1-321999120118- 1118 3313.6539 Waste Removal/Sanitation Servi Fire Buildings 69.78 WASTE 288636 1-322005120118- 1118 3313.6539 Waste Removal/Sanitation Servi Fire Buildings 325.27 WASTE 288638 1-322021120118- 1118 3304.6539 Waste Removal/Sanitation Servi Bldg/Facilities Maintenance 52.65 WASTE 288639 1-322039120118- 1118 3316.6539 Waste Removal/Sanitation Servi Police 1,025.92 WASTE 288642 1-322104113018- 1118 3314.6539 Waste Removal/Sanitation Servi Central Maintenance 426.82 WASTE REMOVAL 288942 S1322047-120118 6603.6539 Waste Removal/Sanitation Servi Building Repair & Maint. 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 4Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202567 12/14/2018 101609 ASPEN WASTE Continued... 58.38 WASTE 288641 S1366341-120118 3313.6539 Waste Removal/Sanitation Servi Fire Buildings 2,112.49 202568 12/14/2018 140466 ASPENWALL TREE SERVICE INC. 500.00 CEDAR POND REMOVAL 288643 18-0324 3220.6535 Other Contractual Services Tree Removal 500.00 202569 12/14/2018 146829 AT&T MOBILITY 39.23 10/18/18-11/17/18 288644 287262588400X11 252018 2010.6355 Cellular Telephone Service General Engineering 39.23 10/18/18-11/17/18 288644 287262588400X11 252018 9701.6355 Cellular Telephone Service PEG-eligible 78.46 202570 12/14/2018 115432 AUDIOVISUAL, INC. 1,975.60 COMREX LIVE UNIT BATTERIES 288645 88589345 9701.6640 Machinery/Equipment PEG-eligible 276.51 COMREX LIVE UNIT CASE 288646 88589723 9701.6640 Machinery/Equipment PEG-eligible 2,252.11 202571 12/14/2018 153532 AWAIJANE, ANTOINE 36.42 11822-OVRPMNT 1526 CLEMSON DR 288647 120418 9220.2250 Escrow Deposits Public Utilities 36.42 202572 12/14/2018 143108 BLOOMINGTON, CITY OF 735.00 BAC T TESTING 288650 1800319 6149.6323 Testing Services Water Sampling/Testing 735.00 202573 12/14/2018 102301 BOLDT, ROBERT 55.11 11822-OVRPMNT 4310 TRENTON TR 288651 120418 9220.2250 Escrow Deposits Public Utilities 55.11 202574 12/14/2018 144122 BRAND FARMS 12.00 11/17/18 MARKETFEST SNAP/EBT 288652 111718 3061.6220 PR003 Operating Supplies - General Market Fest 12.00 202575 12/14/2018 100024 BRAUN INTERTEC 4,225.00 MURPHY LS REHAB 288653 B152731 6239.6630 P1345 Other Improvements Lift Station Maintenanc/Repair 4,225.00 202576 12/14/2018 148751 CAMPBELL KNUTSON 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 5Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202576 12/14/2018 148751 CAMPBELL KNUTSON Continued... 2,808.70 CITY ATTORNEY BILL 288654 3407-013G-1118 0602.6311 Legal Prosecuting Attorney 2,808.70 202577 12/14/2018 153533 CARDINAL, ARNOLD 7.21 11822-OVRPMNT 4520 MALLARD TR 288655 120418 9220.2250 Escrow Deposits Public Utilities 7.21 202578 12/14/2018 147852 CAROLINA TANA FINE ARTS 427.43 ART SALE VENDOR PAYMENT 288661 2018 WINTER ART SALE 3081.2290.1 Art House-Pottery Sale taxable Arts & Humanities Council 427.43 202579 12/14/2018 141765 CBL FLOORS 1,492.00 QUARRY CARPET 288662 9382 3624.6630 Other Improvements Facilities R&R Fd-Mtn Facility 1,492.00 202580 12/14/2018 151299 CINTAS 23.65 FD RUGS 288658 4012926326 3313.6569 Maintenance Contracts Fire Buildings 8.62 FD RUGS 288659 4012926347 3313.6569 Maintenance Contracts Fire Buildings 94.08 SHOP TOWELS 288656 4013255533 2401.6241 Shop Materials Gen/Adm-Central Services 168.00 SHOP TOWELS 288801 4013255560 2401.6241 Shop Materials Gen/Adm-Central Services 43.02 CH RUGS 288660 4013255618 3315.6569 Maintenance Contracts City Hall 60.52 SHOP TOWELS 288657 4013255619 2401.6241 Shop Materials Gen/Adm-Central Services 397.89 202581 12/14/2018 144199 CLEARY LAKE VETERINARY HOSPITAL 127.75 LOKI VET 288663 279368 1104.6325 Vet/Kennel Charge/Animal Dispo Patrolling/Traffic 127.75 202582 12/14/2018 144199 CLEARY LAKE VETERINARY HOSPITAL 96.23 BADGER VET 288664 277941 1104.6325 Vet/Kennel Charge/Animal Dispo Patrolling/Traffic 96.23 202583 12/14/2018 142286 COMCAST 8.42 COMCAST PD SQUAD DEC18 288665 877210508005718 1-112018 1104.6569 Maintenance Contracts Patrolling/Traffic 8.42 202584 12/14/2018 142286 COMCAST 21.08 COMCAST FEES-12/5/18-1/4/19 288668 877210508075712 1221.6535 Other Contractual Services Administration-Fire 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 6Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202584 12/14/2018 142286 COMCAST Continued... 9-112518 21.08 202585 12/14/2018 142286 COMCAST 2.10 12/9/18-1/19/19 288669 877210508073668 5-120118 6146.6535 Other Contractual Services North Plant Building 2.10 202586 12/14/2018 153524 COMCAST 925.00 BAND SHELL FIBER 288666 71306413 9704.6535 Other Contractual Services Non-ETV CIP expenditures 7,000.00 BAND SHELL FIBER INSTALL 288666 71306413 9704.6630 Other Improvements Non-ETV CIP expenditures 775.00 BAND SHELL FIBER 288667 72593881 9704.6535 Other Contractual Services Non-ETV CIP expenditures 8,700.00 202587 12/14/2018 100038 COMMERCIAL ASPHALT 325.24 STREET REPAIR SUPPLIES 288670 181115 2220.6255 Street Repair Supplies Bituminous Surface Maint 255.49 BLACKTOP FOR PATCHES 288670 181115 6160.6255 Street Repair Supplies Main Maintenance/Repair 580.73 202588 12/14/2018 146512 COMPASS MINERALS AMERICA 7,058.71 ROAD SALT 288671 352128 2240.6256 Snow Removal/Ice Control Suppl Street Plowing/Sanding 9,730.41 ROAD SALT 288672 353121 2240.6256 Snow Removal/Ice Control Suppl Street Plowing/Sanding 11,756.97 ROAD SALT 288673 354464 2240.6256 Snow Removal/Ice Control Suppl Street Plowing/Sanding 5,002.88 ROAD SALT 288674 355464 2240.6256 Snow Removal/Ice Control Suppl Street Plowing/Sanding 33,548.97 202589 12/14/2018 100040 CONT SAFETY EQUIP 446.40 PPE GLOVES FOR JETTING 288802 449087 6238.6222 Medical/Rescue/Safety Supplies Sewer Main Maintenance 446.40 202590 12/14/2018 150880 CORE & MAIN LP 107,160.00 STORZ UPGRADES 288676 J647522 6144.6630 Other Improvements Hydrant Maintenance/Repair 960.00 METER READING REPAIRS 288675 J801634 6162.6428 Field/Other Equipment Repair-L Meter Reading 131.36 PR STATIONS 288903 J834666 6152.6260 Utility System Parts/Supplies PRS Inspection/Maint/Repair 480.00 METER READING REPAIRS 288902 J849790 6162.6426 Small Equipment Repair-Labor Meter Reading 108,731.36 202591 12/14/2018 152916 CORNERSTONE PARKING GROUP 16,062.56 PARKING MANAG NOV 2018 288677 1642 9116.6535 Other Contractual Services Cedar Grove Parking Garage 16,062.56 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 7Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202591 12/14/2018 152916 CORNERSTONE PARKING GROUP Continued... 202592 12/14/2018 153519 COURTNEY INDUSTRIAL BATTERY 208.00 LABOR TO FIX CHARGER EAST 288680 298150 6602.6535 Other Contractual Services Equipment Repair & Maint. 208.00 202593 12/14/2018 100043 CUB FOODS 3.59 CUB FOODS 288678 111218 3092.6227 Recreation Equipment/Supplies CDBG - Seniors 3.59 202594 12/14/2018 113795 CULLIGAN 355.55 SOFTENER SALT 288679 708526 3313.6244 Chemicals & Chemical Products Fire Buildings 355.55 202595 12/14/2018 151049 DAHLEN, MITCHELL 94.98 CLOTHING ALLOW MITCH DAHLEN 288683 111618 2201.2115 Clothing Allowance Gen/Adm-Streets 94.98 202596 12/14/2018 110921 DAKOTA AWARDS & ENGRAVING 33.00 GEAR LOCKER LABELS 288681 19465 1225.6224 Clothing/Personal Equipment Fire / EMS Equipment 15.00 288682 19557 1221.6475 Miscellaneous Administration-Fire 48.00 202597 12/14/2018 144803 DAKOTA COUNTY - PERMITS OFFICE 250.00 COUNTY PERMIT 288805 24140 6143.6480 Licenses, Permits and Taxes Valve Maintenance/Repair 250.00 202598 12/14/2018 119154 DAKOTA COUNTY TREASURER 20.00 NOTARY RENEWAL - LUTOVSKY 288806 2019 2010.6480 Licenses, Permits and Taxes General Engineering 20.00 NOTARY RENEWAL - BRANDEL 288806 2019 0720.6210 Office Supplies General Admin-Planning & Zonin 20.00 NOTARY RENEWAL - HAMMER 288806 2019 1107.6479 Dues and Subscriptions Support Services 60.00 202599 12/14/2018 100050 DAKOTA ELECTRIC 147.20 HOLZ FARM 288684 100914-1-NOV18 3106.6405 Electricity Structure Care & Maintenance 21.19 DIFFLEY/LEXINGTON 288704 101738-3-NOV18 3106.6405 Electricity Structure Care & Maintenance 23.58 DIFFLEY/LEXINGTON 288685 102634-3-NOV18 3106.6405 Electricity Structure Care & Maintenance 27.92 OAK POND RD SAN LIFT STATION 288686 102843-0-NOV18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 25.30 DIFFLEY/LEXINGTON 288687 103085-7-NOV18 3106.6405 Electricity Structure Care & Maintenance 49.44 CARNELIAN LANE HOCKEY RINK 288709 128582-4-OCT18 3106.6405 Electricity Structure Care & Maintenance 29,842.28 RIVER HILLS STREET LITES 288688 129548-4-NOV18 6301.6406 Electricity-Street Lights Street Lighting 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 8Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202599 12/14/2018 100050 DAKOTA ELECTRIC Continued... 45.04 JOHNNYCAKE/CLIFF SIGNALS 288689 141558-7-NOV18 6301.6407 Electricity-Signal Lights Street Lighting 31.92 GUN CLUB ROAD LIFTSTATION 288705 166469-7-NOV18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 9.43 RIDGE CLIFF PARK 288710 170637-3-OCT18 3106.6405 Electricity Structure Care & Maintenance 24.27 PILOT KNOB PARK 288711 177545-1-OCT18 3106.6405 Electricity Structure Care & Maintenance 4,056.17 HOLLAND STORM 288690 183413-4-NOV18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 60.78 BERRY RIDGE STORM 288712 189767-7-OCT18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 101.99 ELRENE RD HOCKEY RINK 288691 192536-1-NOV18 3106.6405 Electricity Structure Care & Maintenance 14.00 FISH LAKE AERATOR 288725 198290-9-OCT18- 1 6520.6405 Electricity Basin Mgmt-Aeration 118.97 LEXINGTON RESERVOIR 288706 200603-9-NOV18 6154.6409 Electricity-Wells/Booster Stat South Plant Building 20.84 PILOT KNOB WELL SITE RINK 288713 200813-4-OCT18 3106.6405 Electricity Structure Care & Maintenance 29.98 WESCOTT STORM 288692 201101-3-NOV18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 672.83 HIGHLINE TRAIL STORM 288714 201116-1-OCT18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 163.70 WOODLANDS STORM 288693 201125-2-NOV18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 25.98 NORTHVIEW PARK 288694 203049-2-NOV18 3106.6405 Electricity Structure Care & Maintenance 1,861.38 WELL #19 288715 203725-7-OCT18 6154.6409 Electricity-Wells/Booster Stat South Plant Building 14.00 HEINE CT AERATOR 288716 203785-1-OCT18 6520.6405 Electricity Basin Mgmt-Aeration 23.13 OHMAN PARK SHELTER 288707 205375-9-NOV18 3106.6405 Electricity Structure Care & Maintenance 41.39 31/WESCOTT SIGNALS 288717 214661-1-OCT18 6301.6407 Electricity-Signal Lights Street Lighting 26.32 DIFFLEY RD TUNNEL LITES 288695 214662-9-NOV18 3106.6405 Electricity Structure Care & Maintenance 41.16 DIFFLEY/LEXINGTON 288696 221769-3-NOV18 3106.6405 Electricity Structure Care & Maintenance 14.00 620 CLIFF RD AERATOR 288697 226044-6-NOV18 6520.6405 Electricity Basin Mgmt-Aeration 27.12 MAJESTIC OAKS SAN 288698 288226-4-NOV18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 88.06 1275 TOWERVIEW RD 288718 321533-2-OCT18 3106.6405 Electricity Structure Care & Maintenance 39.90 CEDAR GROVE SIGNALS 288719 333642-7-OCT18 6301.6407 Electricity-Signal Lights Street Lighting 230.90 CEDARVALE BLVD LIGHTS 288724 346992-1-OCT18 6301.6406 Electricity-Street Lights Street Lighting 14.00 HAY LAKE RD AERATOR 288708 371946-5-NOV18 6520.6405 Electricity Basin Mgmt-Aeration 16.28 WESCOTT GAZEBO 288699 393793-5-NOV18 3106.6405 Electricity Structure Care & Maintenance 66.26 STEEPLECHASE CT LIFTSTATION 288700 401500-4-NOV18 6239.6405 Electricity Lift Station Maintenanc/Repair 14.00 DENMARK #SL SIGN 288720 405764-2-OCT18 6301.6407 Electricity-Signal Lights Street Lighting 478.75 ART HOUSE 288701 412157-0-NOV18 3106.6405 Electricity Structure Care & Maintenance 15.25 ART HOUSE GAZEBO 288702 440126-1-NOV18 3106.6405 Electricity Structure Care & Maintenance 51.08 MARSH COVE SAN LIFT STATION 288703 441453-8-NOV18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 20.73 CHLOE LANE LIFT STATION 288721 472429-0-OCT18 6239.6405 Electricity Lift Station Maintenanc/Repair 1,535.13 FIRE STATION 1 288722 572299-6-OCT18 3313.6405 Electricity Fire Buildings 5.00 CIVIL DEFENSE SIREN 288723 578913-6-OCT18 1106.6405 Electricity Emergency Preparedness 40,136.65 202600 12/14/2018 100405 DAKOTA ELECTRIC ASSOC 1,890.69 CLAIM CP63007 288906 2411627-091518 9591.6386 Insurance Deductible Risk Management 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 9Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202600 12/14/2018 100405 DAKOTA ELECTRIC ASSOC Continued... 976.68 CONTROLLER M SL 21 REPAIRS 288945 2411627-1115201 8 6301.6432 Utility System Repair-Labor Street Lighting 2,867.37 202601 12/14/2018 100447 DALCO 100.26 CUSTODIAL SUPPLIES 288727 3391561 6827.6223 Building/Cleaning Supplies Building Maintenance 100.26 202602 12/14/2018 148203 DATABANK HOLDINGS LTD 1,060.90 BUILDING RENTAL - DATABANK 288734 47828 4005.6456 Building Rental AccessEagan 1,060.90 202603 12/14/2018 130735 DAVIS EQUIPMENT CORPORATION .50 PLOW EQUIP PARTS 288729 EI07995 2240.6231 Mobile Equipment Repair Parts Street Plowing/Sanding 14.16 PLOW EQUIP PARTS 288728 EI07995A 2240.6231 Mobile Equipment Repair Parts Street Plowing/Sanding 14.66 202604 12/14/2018 100053 DELEGARD TOOL CO 458.82 UNIT 150 288730 95032 9001.1415 Inventory - Parts General Fund 458.82 202605 12/14/2018 153534 DELEON, ELIZABETH 98.91 11822-OVRPMNT 1076 HUMMINGBIRD 288731 120418 9220.2250 Escrow Deposits Public Utilities 98.91 202606 12/14/2018 115141 DISPLAY SALES COMPANY 239.40 FLAG POLE 288732 INV-016381 1221.6210 Office Supplies Administration-Fire 239.40 202607 12/14/2018 126333 DUNN & SEMINGTON PRINTING DESIGN 345.00 AD SIGNS FOR MARK BURKE 288733 34644 6611.6220 Operating Supplies - General Learn To Skate 345.00 202608 12/14/2018 100387 EAGAN GENERAL REPAIR 1,597.39 THOMPSON PUMP REPAIR 288904 27553 6432.6425 Mobile Equipment Repair Labor Equipment Maintenance/Repair 78.11 SITE AMENITY REPAIR 288735 27573 3119.6252 Parks & Play Area Supplies Rink Amenity Mtn/Setup 1,675.50 202609 12/14/2018 100060 ECM PUBLISHERS INC 16.36 FEE SCHEDULE PH 288803 652809 0401.6359 Legal Notice Publication General & Admn-City Clerk 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 10Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202609 12/14/2018 100060 ECM PUBLISHERS INC Continued... 16.36 202610 12/14/2018 101006 EMERGENCY AUTO TECHNOLOGIES 115.64 NEW SQUAD 1133 288737 DL112618-24 3511.6680 Mobile Equipment Equip Rev Fd-Dept 11 40.54 UNIT 33 288736 DL112618-24A 9001.1415 Inventory - Parts General Fund 156.18 202611 12/14/2018 144411 ENVIROTECH SERVICES INC. 5,558.52 APEX 288738 CD201903351 2240.6256 Snow Removal/Ice Control Suppl Street Plowing/Sanding 5,558.52 202612 12/14/2018 100451 FASTENAL COMPANY 118.00 METER REPLACEMENT 288739 MNTC1223461 6161.6230 Repair/Maintenance Supplies-Ge Meter Replacement 145.32 PARTS FOR STP HIGH SERVICE PUM 288741 MNTC1224194 6155.6260 Utility System Parts/Supplies South Plant Production 260.15 PARTS FOR STP HIGH SERVICE PUM 288742 MNTC1224380 6155.6260 Utility System Parts/Supplies South Plant Production 25.40 TABLE REPAIR 288744 MNTC1224510 3103.6252 Parks & Play Area Supplies Site Amenity Maintenance 23.65 TOOLS 288743 MNTC1224528 3103.6240 Small Tools Site Amenity Maintenance 86.80 NUTS/BOLTS 288740 MNTC1224595 3103.6220 Operating Supplies - General Site Amenity Maintenance 51.66 STP TAPS FOR SERVICE PUMP 288745 MNTC1224646 6155.6240 Small Tools South Plant Production 710.98 202613 12/14/2018 153510 FAVIA, JUDITH 231.38 ART SALE VENDOR PAYMENT 288746 1801 3081.2290.1 Art House-Pottery Sale taxable Arts & Humanities Council 231.38 202614 12/14/2018 122976 FIRE SAFETY USA INC. 77.98 SAFETY VESTS - L-2 288747 117326 1225.6240 Small Tools Fire / EMS Equipment 65.00 GEAR NAMEPLATE 288748 117658 1225.6224 Clothing/Personal Equipment Fire / EMS Equipment 142.98 202615 12/14/2018 144138 FISCHER MINING LLC 1,026.24 FILL MATERIAL 288905 120934 6160.6255 Street Repair Supplies Main Maintenance/Repair 1,026.24 202616 12/14/2018 143971 FLEETPRIDE 408.40 UNIT 111 288749 15876993 9001.1415 Inventory - Parts General Fund 139.46 UNIT 157 288750 16121544 9001.1415 Inventory - Parts General Fund 46.64 GLOVES FOR LIFTSTATION REPAIR 288804 16319143 6239.6222 Medical/Rescue/Safety Supplies Lift Station Maintenanc/Repair 594.50 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 11Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202617 12/14/2018 100157 FORCE AMERICA INC Continued... 35.40 HOSE ENDS 288754 IN001-1251791 2244.6231 Mobile Equipment Repair Parts Street Equipment Repair/Mtn 675.36 COUPLERS FOR PLOWS 288753 IN001-1280549 2244.6231 Mobile Equipment Repair Parts Street Equipment Repair/Mtn 41.13 COUPLER FOR TRACTORS 288755 IN001-1296090 3128.6231 Mobile Equipment Repair Parts Vehicle Maintenance 93.17 PLOW EQUIP PARTS 288751 IN001-1296702 2240.6231 Mobile Equipment Repair Parts Street Plowing/Sanding 567.28 PLOW EQUIP PARTS 288752 IN001-1296826 2240.6231 Mobile Equipment Repair Parts Street Plowing/Sanding 1,256.08 UNIT 157 AND 122 288756 IN001-1297467 9001.1415 Inventory - Parts General Fund 2,668.42 202618 12/14/2018 147654 FOX RIDGE PRINTING 166.70 ART SALE PRINTING 288757 19331 3081.6357 Advertising/Publication Arts & Humanities Council 166.70 202619 12/14/2018 147955 GALLS LLC 22.49 KUEHNAST UNIFORM 288759 011370203 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 154.95 LETOURNEAU UNIFORM 288762 011382458 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 134.35-MEADE UNIFORM 288763 011384142 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 196.90 SWEENEY UNIFORM 288758 11367918 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 32.97 PATHWAYS UNIFORMS 288761 11378871 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 53.95-RATZLOFF UNIFORM 288760 11396413 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 199.00 LETOURNEAU UNIFORM 288764 11420548 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 418.01 202620 12/14/2018 100529 GASTFIELD MAINTENANCE PLUS, BOB 896.00 CUSTODIAL 288775 11/30/18 3313.6537 Janitorial Service Fire Buildings 370.00 PARK BLDG CONTRACT CLEAN 288774 113018 3106.6537 Janitorial Service Structure Care & Maintenance 1,266.00 202621 12/14/2018 100077 GOPHER ST ONE CALL 540.00 ONE CALL FEE 288765 8110336 6234.6356 One Call Service Fee Utility Locates 160.65 ONE CALL FEE 288765 8110336 4002.6569 Maintenance Contracts Fiber capacity project 700.65 202622 12/14/2018 142804 GRAHAM, SCOTT 2.00 12/1/18 MARKETFEST-MARKETBUCKS 288766 120118 3061.6220 PR004 Operating Supplies - General Market Fest 5.00 12/1/18 MARKETFEST-SNAP/EBT 288766 120118 3061.6220 PR003 Operating Supplies - General Market Fest 7.00 202623 12/14/2018 100990 GRAINGER 205.39 CL2 EVAC SAFETY SWITCH 288768 9020508090 6146.6233 Building Repair Supplies North Plant Building 479.20 PR STATIONS 288767 9021875787 6152.6260 Utility System Parts/Supplies PRS Inspection/Maint/Repair 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 12Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202623 12/14/2018 100990 GRAINGER Continued... 684.59 202624 12/14/2018 153535 HANKES, JAMES 24.72 11822-OVRPMNT 4619 RIDGE CLIFF 288769 120418 9220.2250 Escrow Deposits Public Utilities 24.72 202625 12/14/2018 100085 HARDWARE HANK 9.42 STREET EQUIP REPAIR 288772 1800089 2244.6231 Mobile Equipment Repair Parts Street Equipment Repair/Mtn 14.10 MISC REPAIR SUPPLIES 288778 1800974 1225.6230 Repair/Maintenance Supplies-Ge Fire / EMS Equipment 2.99 MISC PARTS 288779 1801692 1225.6230 Repair/Maintenance Supplies-Ge Fire / EMS Equipment 23.94 HEAT PUMPS NTP FOR BLEED OFFS 288770 1801841 6146.6233 Building Repair Supplies North Plant Building 14.53 STP BOILER PARTS 288771 1802145 6154.6233 Building Repair Supplies South Plant Building 93.35 OPERATING SUPPLIES 288773 1802371 6603.6223 Building/Cleaning Supplies Building Repair & Maint. 129.01 EQUIP PARTS 288777 1803296 3127.6231 Mobile Equipment Repair Parts Equipment Maintenance/Repair 17.82 KEYS 288776 1804643 3106.6220 Operating Supplies - General Structure Care & Maintenance 305.16 202626 12/14/2018 138631 HEALTHEAST MEDICAL TRANSPORTATION 85.00 BLOOD DRAW SUSPECT 288780 18-48127 9115.6310 Professional Services-General DWI Forfeiture 85.00 202627 12/14/2018 100087 HENNEPIN CTY DISTRICT COURT 78.00 JAQUAYVION CORDON STOKES 288781 225095 9001.2260 Bail Deposits General Fund 78.00 202628 12/14/2018 143474 HILDEN, CORINE 22.00 EVENT SUPPLIES 288782 FARM TO TABLE EVENT 3027.6227 Recreation Equipment/Supplies Holz Farm 22.00 202629 12/14/2018 153512 HOFFMAN WEBER CONSTRUCTION INC 2.00 BUILDING PERMIT 288787 153110 9001.2275 MCES Sewer Availability Charge General Fund 103.25 BUILDING PERMIT 288787 153110 0801.4085 Building General & Admn-Protective Insp 105.25 202630 12/14/2018 100090 HOTSY EQUIPMENT OF MINNESOTA 461.25 HOTSY SOAP 288784 61084 2401.6241 Shop Materials Gen/Adm-Central Services 326.40 HOTSEY REPAIRS 288783 61615 6146.6427 Building Operations/Repair-Lab North Plant Building 787.65 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 13Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202631 12/14/2018 145222 HOWIES HOCKEY TAPE Continued... 896.79 PRO SHOP RESALE 288785 38380 6608.6855 Merchandise for Resale Skate Shop/Sharpening 896.79 202632 12/14/2018 148985 HP INC. 1,321.04 COMPUTER REPLACEMENT PROGRAM 288786 60598252 6101.6670 Other Equipment Water -Administration 1,321.04 202633 12/14/2018 149714 HYDROCORP 5,365.00 CROSS CONNECTION CONTROL PROG 288788 0050288-IN 6131.6310 Professional Services-General Water Customer Service 5,365.00 202634 12/14/2018 102238 IDENTISYS 667.21 CARDS FOR SEASON PASSES 288941 418160 6716.6220 Operating Supplies - General General Administration 667.21 202635 12/14/2018 153481 IMMIGRANT LAW CENTER OF MINNESOTA 350.00 IMMIGRANT LAW CENTER 288789 10/18 EAGAN 3001.6535 Other Contractual Services General/Admn-Recreation 350.00 202636 12/14/2018 115944 INTEREUM, INC. 580.74-RETURN OF CHAIR CARTS 288790 150755 5501.6660 Office Furnishings & Equipment CMF expansion phase II 7,212.81 ECC - R&R - LOBBY FURNITURE 288791 152207 6801.6630 Other Improvements General & Administrative 6,632.07 202637 12/14/2018 103046 INTERSTATE COMPANIES, INC. 277.01 UNIT 312 288792 CO01148335:01 9001.1415 Inventory - Parts General Fund 277.01 202638 12/14/2018 153536 ITTY, CECIL 23.22 11822-OVRPMNT 1597 MALLARD DR 288793 120418 9220.2250 Escrow Deposits Public Utilities 23.22 202639 12/14/2018 144674 JACKSON & ASSOCIATES LLC 35,480.00 CLAIM CP33563 288809 7293 9591.6386 Insurance Deductible Risk Management 35,480.00 202640 12/14/2018 104485 JANECKY PLUMBING SERVICE, INC. 445.00 DISPOSAL INSTALL 288795 117517 3313.6535 Other Contractual Services Fire Buildings 530.00 TRASH DISPOSER FS2 REPAIR 288794 117527 1221.6660 Office Furnishings & Equipment Administration-Fire 975.00 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 14Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202640 12/14/2018 104485 JANECKY PLUMBING SERVICE, INC.Continued... 202641 12/14/2018 153537 JASKEN, RANDY 6.05 11822-OVRPMNT 3536 WIDGEON WAY 288796 120418 9220.2250 Escrow Deposits Public Utilities 6.05 202642 12/14/2018 153538 JEWETT, CHAD 35.75 11822-OVRPMNT 4490 RIDGEVIEW D 288797 120418 9220.2250 Escrow Deposits Public Utilities 35.75 202644 12/14/2018 151879 JOHNSON CONTROLS FIRE PROTECTION LP 975.73 FIRE ALARM REPAIR 288798 85403335 6827.6535 Other Contractual Services Building Maintenance 975.73 202645 12/14/2018 153539 JUST, GREG 24.70 11822-OVRPMNT 4842 SHEVLIN CT 288799 120418 9220.2250 Escrow Deposits Public Utilities 24.70 202646 12/14/2018 119410 KAMAN INDUSTRIAL TECHNOLOGIES 62.43 BELTS 288807 B84417 3313.6233 Building Repair Supplies Fire Buildings 23.65 BELTS 288808 B864182 3313.6233 Building Repair Supplies Fire Buildings 86.08 202647 12/14/2018 153541 KNEDLER, TYLER 8.25 11822-OVRPMNT 4375 SVENSK LANE 288810 120418 9220.2250 Escrow Deposits Public Utilities 8.25 202648 12/14/2018 100061 KRAEMER MINING & MATERIALS INC. 391.81 FILL MATERIAL 288811 274875 6160.6255 Street Repair Supplies Main Maintenance/Repair 679.07 FILL MATERIAL 288812 274966 6160.6255 Street Repair Supplies Main Maintenance/Repair 1,070.88 202649 12/14/2018 146762 KRAFT CONTRACTING & MECHANICAL LLC 2,227.72 BETTER KITS FOR BOILER STP 288813 13895 6154.6427 Building Operations/Repair-Lab South Plant Building 2,227.72 202650 12/14/2018 100662 LAW ENFORCEMENT LABOR 3,283.00 DECEMBER 2018 UNION DUES 288946 OFFICERS/SRGS 12/8/18 9592.2026 Ded Pay - Pol Off Unio Benefit Accrual 3,283.00 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 15Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202651 12/14/2018 100420 LEAGUE OF MINN CITIES INS TRUST Continued... 5,432.78 CLAIM CA69693 288814 4189 9591.6386 Insurance Deductible Risk Management 5,432.78 202652 12/14/2018 100490 LIFEWORKS 72.46 JANITORIAL SERVICE 288815 081978 3106.6537 Janitorial Service Structure Care & Maintenance 72.46 202653 12/14/2018 100118 MARKS TOWING 75.00 SQUAD TOW 288816 497521 1105.6538 Towing Charges Investigation/Crime Prevention 75.00 202654 12/14/2018 153544 MCAFEE, GREGORY 56.01 11822-OVRPMNT 663 WATERVIEW CO 288817 120418 9220.2250 Escrow Deposits Public Utilities 56.01 202655 12/14/2018 141330 MCKINLEY, PATRICIA 470.25 ART SALE VENDOR PAYMENT 288818 2018 WINTER ART SALE 3081.2290.1 Art House-Pottery Sale taxable Arts & Humanities Council 470.25 202656 12/14/2018 153529 MEAN GREEN 10.00 12/1/18 MARKETFEST-SNAP/EBT 288819 120118 3061.6220 PR003 Operating Supplies - General Market Fest 10.00 202657 12/14/2018 153550 MELTON, CHRISTOPHER 100.00 REIMBURSEMENT FOR JG PLAQUE 288820 120318 9695.6210 Office Supplies Dakota Co Drug Task Force 100.00 202658 12/14/2018 100571 MENARDS-APPLE VALLEY 49.28 MAILBOX REPAIR 288821 50465 2240.6256 Snow Removal/Ice Control Suppl Street Plowing/Sanding 49.28 202659 12/14/2018 151095 MENARDS-BURNSVILLE 24.56 R&RCMF WINDOWS 288822 91674 3624.6620 Buildings Facilities R&R Fd-Mtn Facility 30.44 R&RCMF WINDOWS 288823 91838 3624.6620 Buildings Facilities R&R Fd-Mtn Facility 55.00 202660 12/14/2018 144554 METRO UPHOLSTERY 3,630.00 ECC - R&R - LOBBY FURNITURE 288824 3669 6801.6630 Other Improvements General & Administrative 3,630.00 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 16Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202660 12/14/2018 144554 METRO UPHOLSTERY Continued... 202661 12/14/2018 100452 METRO VOLLEYBALL OFFICIALS ASN 150.00 MEN'S VOLLEYBALL OFFICIALS 288825 327 3041.6327 Sporting Event Officials Adult Volleyball-Men 180.00 WOMEN'S VOLLEYBALL OFFICIALS 288825 327 3042.6327 Sporting Event Officials Adult Volleyball-Women 330.00 CO-REC VOLLEYBALL OFFICIALS 288825 327 3043.6327 Sporting Event Officials Adult Volleyball-Co-Rec 660.00 202662 12/14/2018 100849 MID AMERICA BUSINESS SYSTEMS 9,507.01 SCANNING - BUILDING INSPECTION 288826 745006 0401.6535 Other Contractual Services General & Admn-City Clerk 9,507.01 202663 12/14/2018 126555 MIENTKIEWICZ, RICHARD 23.98 MILEAGE 10/11 & 10/12 288839 101218-1 3304.6477 Local Meeting Expenses Bldg/Facilities Maintenance 23.98 202664 12/14/2018 113004 MIKLYA, THOMAS 15.82 DCBO LUNCH 12/6/18 288840 120618 0812.6477 Local Meeting Expenses Conferences/Training-Prot Insp 15.82 202665 12/14/2018 127813 MINGER CONSTRUCTION INC. 338,816.70 ASHBURY LS REHAB 288872 PAY EST #1 6239.6630 P1299 Other Improvements Lift Station Maintenanc/Repair 338,816.70 202666 12/14/2018 153545 MLG TITLE LLC 60.96 11822-OVRPMNT 3082 SIBLEY MEM 288827 120418 9220.2250 Escrow Deposits Public Utilities 60.96 202667 12/14/2018 100664 MN CHILD SUPPORT 664.51 PAYROLL ENDING 12/8/18 288947 GARNISHMENT 12/8/18 9592.2030 Ded Pay - Garnishments Benefit Accrual 354.86 PAYROLL ENDING 12/8/18 288948 GARNISHMENT 12/8/18-1 9592.2030 Ded Pay - Garnishments Benefit Accrual 230.73 PAYROLL ENDING 12/8/18 288949 GARNISHMENT 12/8/18-2 9592.2030 Ded Pay - Garnishments Benefit Accrual 1,250.10 202668 12/14/2018 120087 MN ENERGY RESOURCES CORP 153.65 RAHN PARK WARMING HOUSE 288828 0505212492-0000 1-NOV18 3106.6410 Natural Gas Service Structure Care & Maintenance 153.65 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 17Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202668 12/14/2018 120087 MN ENERGY RESOURCES CORP Continued... 202669 12/14/2018 103029 MN FIRE SERVICE CERTIFICATION BOARD 485.00 FF2 CERTS EFD 288829 6210 1223.6320 Instructors Training Fire & EMS 485.00 202670 12/14/2018 120715 MN OCCUPATIONAL HEALTH 345.00 PHYSICAL EXAM 288830 301694 1001.6318 Medical Services - Physical Ex General/Admn-Human Resources 345.00 202671 12/14/2018 138396 MN SECRETARY OF STATE 120.00 NOTARY RENEWAL - LUTOVSKY 288836 2018-LUTOVSKY 2010.6480 Licenses, Permits and Taxes General Engineering 120.00 202672 12/14/2018 100663 MN TEAMSTERS 320 1,257.00 DECEMBER 2018 UNION DUES 288951 CLERICAL 12/8/18 9592.2029 Ded Pay - Clerical Union Dues Benefit Accrual 2,900.00 DECEMBER 2018 UNION DUES 288950 PUB WKS MAINT 12/8/18 9592.2027 Ded Pay - Pub Wks Union Dues Benefit Accrual 4,157.00 202673 12/14/2018 151514 MODULAR SPACE CORPORATION 474.00 STORAGE FOR RENOVATION 288831 502635190 5045.6220 Operating Supplies - General Temporary Office/Moving Expens 474.00 202674 12/14/2018 101571 MUNICIPAL CODE CORP 475.00 CITY CODE HOSTING 288832 00321805 0401.6535 Other Contractual Services General & Admn-City Clerk 475.00 202675 12/14/2018 125742 NATIONAL DRIVE 2.00 PAYROLL ENDING 12/8/18 288952 120818 9592.2037 Ded Payable-Teamsters DRIVE Benefit Accrual 2.00 202676 12/14/2018 152201 NEWMAN SIGNS INC 81.54 SIGNS- ALDEN LN 288833 TRFINV008004 2242.6257 Signs & Striping Material Signs-Installation & Mtn 81.54 202677 12/14/2018 147869 NOVACK, POLONIA ODAHARA 423.14 ART SALE VENDOR PAYMENT 288837 001013 3081.2290.1 Art House-Pottery Sale taxable Arts & Humanities Council 423.14 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 18Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202678 12/14/2018 143383 OERTEL ARCHITECTS Continued... 1,810.00 TRAPP BLDG PROF. SERVICES 288838 TRAPP FARM 1 2842.6751 Design & Engineering (External Trapp Farm Park 1,810.00 202679 12/14/2018 108599 OFFICE DEPOT, INC. 5.04 SUPPLIES 288841 234724434001 3047.6220 Operating Supplies - General Recreational T-Ball 5.05 SUPPLIES 288841 234724434001 3057.6220 Operating Supplies - General Preschool Programs 6.24 SUPPLIES 288841 234724434001 3001.6210 Office Supplies General/Admn-Recreation 6.25 SUPPLIES 288841 234724434001 0201.6210 Office Supplies General & Admn-Admn 6.25 SUPPLIES 288841 234724434001 0501.6210 Office Supplies General & Admn-Finance 10.78 CALENDARS 288841 234724434001 3301.6210 Office Supplies General Management 11.69 C SCIPIONI CALENDAR 288841 234724434001 0401.6210 Office Supplies General & Admn-City Clerk 6.99 SUPPLIES 288842 238084739001 0820.6210 Office Supplies General/Admn-Housing 6.99 SUPPLIES 288842 238084739001 2010.6220 Operating Supplies - General General Engineering 7.00 SUPPLIES 288842 238084739001 0720.6210 Office Supplies General Admin-Planning & Zonin 9.82 SUPPLIES 288842 238084739001 0201.6210 Office Supplies General & Admn-Admn 9.82 SUPPLIES 288842 238084739001 0501.6210 Office Supplies General & Admn-Finance 9.82 SUPPLIES 288842 238084739001 3001.6210 Office Supplies General/Admn-Recreation 2.07 SUPPLIES 288843 238085769001 0201.6210 Office Supplies General & Admn-Admn 2.07 SUPPLIES 288843 238085769001 0501.6210 Office Supplies General & Admn-Finance 2.07 SUPPLIES 288843 238085769001 3001.6210 Office Supplies General/Admn-Recreation 10.95 OFFICE SUPPLIES 288844 238582972001 0820.6210 Office Supplies General/Admn-Housing 10.95 OFFICE SUPPLIES 288844 238582972001 2010.6220 Operating Supplies - General General Engineering 34.34 OFFICE SUPPLIES 288844 238582972001 0720.6210 Office Supplies General Admin-Planning & Zonin .90 OFFICE SUPPLIES 288845 241769755001 0720.6210 Office Supplies General Admin-Planning & Zonin .91 OFFICE SUPPLIES 288845 241769755001 0820.6210 Office Supplies General/Admn-Housing .91 OFFICE SUPPLIES 288845 241769755001 2010.6220 Operating Supplies - General General Engineering 7.29 OFFICE SUPPLIES 288845 241769755001 0501.6210 Office Supplies General & Admn-Finance 9.89 OFFICE SUPPLIES 288845 241769755001 1001.6210 Office Supplies General/Admn-Human Resources 46.11 OFFICE SUPPLIES 288845 241769755001 0201.6210 Office Supplies General & Admn-Admn 53.57 OFFICE SUPPLIES 288848 242757979001 2401.6210 Office Supplies Gen/Adm-Central Services 16.64 RIDLEY CALENDAR 288846 243418655001 0720.6210 Office Supplies General Admin-Planning & Zonin 4.09 OFFICE SUPPLIES 288847 243418933001 0201.6210 Office Supplies General & Admn-Admn 4.09 OFFICE SUPPLIES 288847 243418933001 0501.6210 Office Supplies General & Admn-Finance 7.77 OFFICE SUPPLIES 288847 243418933001 0820.6210 Office Supplies General/Admn-Housing 29.59 OFFICE SUPPLIES 288847 243418933001 3001.6210 Office Supplies General/Admn-Recreation 345.95 202680 12/14/2018 109423 OFFICE TEAM 1,080.00 OFFICE TEMP HELP 288849 52354650 6101.6535 Other Contractual Services Water -Administration 1,080.00 OFFICE TEMP HELP 288850 52371119 6101.6310 Professional Services-General Water -Administration 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 19Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202680 12/14/2018 109423 OFFICE TEAM Continued... 2,160.00 202681 12/14/2018 118718 ONDREY, JILL 567.35 ONDREY MILEAGE 6/5-10/24 288851 102418 1104.6353 Personal Auto/Parking Patrolling/Traffic 567.35 202682 12/14/2018 144492 OSBERG, DAVE 80.88 MILEAGE - OCTOBER 288852 103118 0201.6353 Personal Auto/Parking General & Admn-Admn 46.65 MILEAGE - NOVEMBER 288853 112718 0201.6353 Personal Auto/Parking General & Admn-Admn 127.53 202683 12/14/2018 100653 PARADISE CAR WASH 191.20 SQUAD CAR WASH 288854 52020-101518 1104.6354 Car Washes Patrolling/Traffic 286.80 SQUAD CAR WASH 288855 52020-111518 1104.6354 Car Washes Patrolling/Traffic 59.75 CAR WASH 288856 52025-111518 1221.6354 Car Washes Administration-Fire 537.75 202684 12/14/2018 153546 PHELPS, TONY 15.21 11822-OVRPMNT 1708 TERRA GLENN 288857 120418 9220.2250 Escrow Deposits Public Utilities 15.21 202685 12/14/2018 100307 PILOT KNOB ANIMAL HOSP 1,030.66 ANIMAL CONTROL BOARDING 288858 153135 1110.6325 Vet/Kennel Charge/Animal Dispo Animal Control 1,030.66 202686 12/14/2018 149769 PIONEER CRITICAL POWER 569.06 GENERATOR 288859 180713-012 3313.6535 Other Contractual Services Fire Buildings 569.06 202687 12/14/2018 107142 PSC ALLIANCE, INC. 651.00 ANTENNA ANALYSIS 288860 20009908 6301.6310 Professional Services-General Street Lighting 155.00 PW RADIO UPGRADE - TESTING 288861 20009909 6101.6310 Professional Services-General Water -Administration 806.00 202688 12/14/2018 153556 PURAIR 600.00 PURAIR O2 288835 111051 1104.6226 Public Safety Supplies Patrolling/Traffic 204.00 PURAIR O2 288834 111171 1104.6226 Public Safety Supplies Patrolling/Traffic 804.00 202689 12/14/2018 138652 QUALITY LOCKSMITH SERVICE INC. 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 20Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202689 12/14/2018 138652 QUALITY LOCKSMITH SERVICE INC.Continued... 168.00 KEYS NEEDED FOR FIELD AND EXTR 288862 QLS13534 6146.6260 Utility System Parts/Supplies North Plant Building 168.00 202690 12/14/2018 100361 R & R SPECIALTIES INC 60.00 BLADES SHARPENED 288863 0066570-IN 6602.6230 Repair/Maintenance Supplies-Ge Equipment Repair & Maint. 239.15 ZAMBONI PARTS 288864 0066599-IN 6602.6230 Repair/Maintenance Supplies-Ge Equipment Repair & Maint. 299.15 202691 12/14/2018 143557 RANDSTAD (R) 1,299.75 EVID TECH 11/18-11/24/18 288868 R23974549 9695.6561 Temporary Help-Labor/Clerical Dakota Co Drug Task Force 1,299.75 202692 12/14/2018 146677 RANGER CHEVROLET BUICK GMC 21,477.10 NEW UNIT 108-VIN 4467 288869 74467 3521.6680 Mobile Equipment Equip Rev Fd-Dept 21 21,477.10 202693 12/14/2018 110070 RDO EQUIPMENT CO. 265.88 ROPE AND SAW BLADES 288865 P44123 3222.6220 Operating Supplies - General Equipment Mtn 265.88 202694 12/14/2018 152980 REMTECH INC. PEST PROTECTION 173.60 PEST CONTROL 288866 11260 3304.6535 Other Contractual Services Bldg/Facilities Maintenance 173.60 202695 12/14/2018 107013 RONNING, DALE 74.99 SAFETY JACKET 288870 120718 2010.6224 Clothing/Personal Equipment General Engineering 74.99 202696 12/14/2018 103065 ROTARY CLUB OF EAGAN 156.00 4TH QTR 2018-HUTMACHER 288940 2016-2005 0720.6477 Local Meeting Expenses General Admin-Planning & Zonin 156.00 ROTARY CLUB-3RD QTR 2018 288871 2016-2032 1221.6477 Local Meeting Expenses Administration-Fire 312.00 202697 12/14/2018 142209 RUCKMAN, DARLENE 25.67 11822-OVRPMNT 2078 CARNELIAN 288867 120418 9220.2250 Escrow Deposits Public Utilities 25.67 202698 12/14/2018 153547 SCHMIDT, FRED 61.14 11822-OVRPMNT 4081 DEERWOOD TR 288901 120418 9220.2250 Escrow Deposits Public Utilities 61.14 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 21Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202698 12/14/2018 153547 SCHMIDT, FRED Continued... 202699 12/14/2018 153517 SCHREIBER, MERRI 31.05 ACTIVITY REFUND 288886 902931 3001.2250 Escrow Deposits General/Admn-Recreation 31.05 202700 12/14/2018 100187 SEH 222.37 ATT SAFARI 5C ENG COSTS 288873 359601 6005.6310 AAT&T Professional Services-General Safari Antenna Location 1,022.34 ENG COST FOR SPRINT TRIBAND 288875 359602 6001.6310 ASPRI Professional Services-General Deerwood Antenna Location 1,227.86 ENG COST FOR VERIZON PCSLTE 288875 359602 6001.6310 AVERI Professional Services-General Deerwood Antenna Location 1,254.88 ENG COST FOR SPRINT TRIBAND 288875 359602 6003.6310 ASPRI Professional Services-General Lexington Antenna Location 1,265.14 ENG COST FOR SPRINT TRIBAND 288875 359602 6005.6310 ASPRI Professional Services-General Safari Antenna Location 65.02 ENG. COST VERIZON LEX REHAB 288874 359603 6003.6310 AVERI Professional Services-General Lexington Antenna Location 65.02 ENG. COST DAKCO LEX REHAB 288874 359603 6003.6310 ADAKO Professional Services-General Lexington Antenna Location 146.01 ENG. COST SPRINT LEX REHAB 288874 359603 6003.6310 ASPRI Professional Services-General Lexington Antenna Location 146.01 ENG. COST TMOB LEX REHAB 288874 359603 6003.6310 ATMOB Professional Services-General Lexington Antenna Location 508.26 ENG. COST DAKCO LEX REHAB 288874 359603 6108.6310 Professional Services-General Antenna Leases 5,922.91 202701 12/14/2018 152205 SEMA EQUIPMENT INC 69.36 EQUIP PARTS 288876 1229040 3127.6231 Mobile Equipment Repair Parts Equipment Maintenance/Repair 69.36 202702 12/14/2018 147479 SHEEHAN, STEPHEN 440.00 STAINED GLASS 288887 11-18 WORKSHOP 3081.6320 Instructors Arts & Humanities Council 440.00 202703 12/14/2018 146625 SHRED-IT USA 37.21 SHREDDING 288878 8126079844 3001.6457 Machinery & Equipment-Rental General/Admn-Recreation 37.22 SHREDDING 288878 8126079844 0501.6457 Machinery & Equipment-Rental General & Admn-Finance 59.54 SHREDDING 288877 8126096498 2201.6210 Office Supplies Gen/Adm-Streets 125.14 SHREDDING 288877 8126096498 1101.6210 Office Supplies General/Admn-Police 81.46 SHREDDING 288877 8126096498 6801.6210 Office Supplies General & Administrative 340.57 202704 12/14/2018 100193 SIGNATURE CONCEPTS 3.98 SHIPPING-MITCH DAHLEN 288881 954762 2201.2115 Clothing Allowance Gen/Adm-Streets 3.98 SHIPPING-DANNY PELOWSKI 288881 954762 2201.2115 Clothing Allowance Gen/Adm-Streets 54.00 CLOTHING-DANNY PELOWSKI 288881 954762 2201.2115 Clothing Allowance Gen/Adm-Streets 54.00 CLOTHING-DANNY PELOWSKI 288881 954762 2201.2115 Clothing Allowance Gen/Adm-Streets 55.35 CLOTHING-DANNY PELOWSKI 288881 954762 2201.2115 Clothing Allowance Gen/Adm-Streets 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 22Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202704 12/14/2018 100193 SIGNATURE CONCEPTS Continued... 74.00 CLOTHING-DANNY PELOWSKI 288881 954762 2201.2115 Clothing Allowance Gen/Adm-Streets 84.00 CLOTHING-DANNY PELOWSKI 288881 954762 2201.2115 Clothing Allowance Gen/Adm-Streets 1.18 SHIPPING-ERIC FROELLICH 288881 954762 6201.2115 Clothing Allowance San Sewer-Administration 27.00 CLOTHING-MITCH DAHLEN 288884 954763 2201.2115 Clothing Allowance Gen/Adm-Streets 27.32 CLOTHING-MITCH DAHLEN 288884 954763 2201.2115 Clothing Allowance Gen/Adm-Streets 32.00 CLOTHING-MITCH DAHLEN 288884 954763 2201.2115 Clothing Allowance Gen/Adm-Streets 55.35 CLOTHING-STEVE MUELLER 288884 954763 2401.2115 Clothing Allowance Gen/Adm-Central Services 21.00 CLOTHING-TOM RISHEL 288884 954763 6101.2115 Clothing Allowance Water -Administration 24.00 CLOTHING-TOM RISHEL 288884 954763 6101.2115 Clothing Allowance Water -Administration 34.00 CLOTHING-ERIC FROELICH 288884 954763 6201.2115 Clothing Allowance San Sewer-Administration 55.35 CLOTHING-ERIC FROELICH 288884 954763 6201.2115 Clothing Allowance San Sewer-Administration 66.00 CLOTHING-TOM RISHEL 288884 954763 6101.2115 Clothing Allowance Water -Administration 15.00 CLOTHING-GREGG HOVE 288882 954764 3201.2115 Clothing Allowance Administrative/General 24.00 CLOTHING-GREGG HOVE 288882 954764 3201.2115 Clothing Allowance Administrative/General 25.00 CLOTHING-GREGG HOVE 288882 954764 3201.2115 Clothing Allowance Administrative/General 30.00 CLOTHING-STEVE MUELLER 288882 954764 2401.2115 Clothing Allowance Gen/Adm-Central Services 104.70 CLOTHING-DAN CURTIN 288882 954764 3170.2115 Clothing Allowance General AdmIn-Parks 9.75 CLOTHING-ERIC FROELICH 288882 954764 6201.2115 Clothing Allowance San Sewer-Administration 37.00 CLOTHING-NICK WILSON 288882 954764 6201.2115 Clothing Allowance San Sewer-Administration 13.50 CLOTHING-ANGIE ELLISON 288880 954765 2201.6224 Clothing/Personal Equipment Gen/Adm-Streets 23.32 CLOTHING-JASON CLOWARD 288880 954765 2201.2115 Clothing Allowance Gen/Adm-Streets 28.00 CLOTHING-JASON CLOWARD 288880 954765 2201.2115 Clothing Allowance Gen/Adm-Streets 35.00 CLOTHING-JEFF BROOKER 288880 954765 2201.2115 Clothing Allowance Gen/Adm-Streets 58.00 CLOTHING-ANGIE ELLISON 288880 954765 2201.6224 Clothing/Personal Equipment Gen/Adm-Streets 64.00 CLOTHING-ANGIE ELLISON 288880 954765 2201.6224 Clothing/Personal Equipment Gen/Adm-Streets 74.00 CLOTHING-ANGIE ELLISON 288880 954765 2201.6224 Clothing/Personal Equipment Gen/Adm-Streets 108.00 CLOTHING-JEFF BROOKER 288880 954765 2201.2115 Clothing Allowance Gen/Adm-Streets 112.00 CLOTHING-JEFF BROOKER 288880 954765 2201.2115 Clothing Allowance Gen/Adm-Streets 36.00 CLOTHING-ANTHONY DAHLE 288880 954765 6101.2115 Clothing Allowance Water -Administration 42.00 CLOTHING-ANTHONY DAHLE 288880 954765 6101.2115 Clothing Allowance Water -Administration 54.00 CLOTHING-NICK WILSON 288880 954765 6201.2115 Clothing Allowance San Sewer-Administration 56.00 CLOTHING-NICK WILSON 288880 954765 6201.2115 Clothing Allowance San Sewer-Administration 114.70 CLOTHING-ANTHONY DAHLE 288880 954765 6101.2115 Clothing Allowance Water -Administration 19.50 UNIFORMS 288879 954766 3201.2115 Clothing Allowance Administrative/General 165.00 WINTERSEAS.UNIFORM 288879 954766 3074.6224 Clothing/Personal Equipment Trapp Farm Tubing 3.98 SHIPPING-LOREN DANSON 288883 954767 3201.2115 Clothing Allowance Administrative/General 3.98 SHIPPING-GREGG HOVE 288883 954767 3201.2115 Clothing Allowance Administrative/General 3.98 SHIPPING-DAN CURTIN 288883 954767 3170.2115 Clothing Allowance General AdmIn-Parks 3.98 SHIPPING-ANGIE ELLSION 288883 954767 2201.6224 Clothing/Personal Equipment Gen/Adm-Streets 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 23Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202704 12/14/2018 100193 SIGNATURE CONCEPTS Continued... 3.98 SHIPPING-JASON CLOWARD 288883 954767 2201.2115 Clothing Allowance Gen/Adm-Streets 3.98 SHIPPING-JEFF BROOKER 288883 954767 2201.2115 Clothing Allowance Gen/Adm-Streets 3.98 SHIPPING-STEVE MUELLER 288883 954767 2401.2115 Clothing Allowance Gen/Adm-Central Services 4.00 SHIPPING-SEASONALS 288883 954767 3074.6224 Clothing/Personal Equipment Trapp Farm Tubing 25.00 CLOTHING-LOREN DANSON 288883 954767 3201.2115 Clothing Allowance Administrative/General 28.00 CLOTHING-LOREN DANSON 288883 954767 3201.2115 Clothing Allowance Administrative/General 31.80 CLOTHING-DAN CURTIN 288883 954767 3170.2115 Clothing Allowance General AdmIn-Parks 34.98 CLOTHING-LOREN DANSON 288883 954767 3201.2115 Clothing Allowance Administrative/General 50.00 CLOTHING-DAN CURTIN 288883 954767 3170.2115 Clothing Allowance General AdmIn-Parks 90.00 SEASONALS 288883 954767 3074.6224 Clothing/Personal Equipment Trapp Farm Tubing 700.00 SEASONALS 288883 954767 3074.6224 Clothing/Personal Equipment Trapp Farm Tubing 2.80 SHIPPING-ERIC FROELLICH 288883 954767 6201.2115 Clothing Allowance San Sewer-Administration 3.98 SHIPPING-NICK WILSON 288883 954767 6201.2115 Clothing Allowance San Sewer-Administration 3.98 SHIPPING-ANTHONY DAHLE 288883 954767 6101.2115 Clothing Allowance Water -Administration 3.98 SHIPPING-TOM RISHEL 288883 954767 6101.2115 Clothing Allowance Water -Administration 65.00 MEN'S VB AWARDS SHIRTS 288943 957083 3041.6227 Recreation Equipment/Supplies Adult Volleyball-Men 65.00 WOMEN'S VB AWARD SHIRTS 288943 957083 3042.6227 Recreation Equipment/Supplies Adult Volleyball-Women 151.14 CO-REC VB AWARD SHIRTS 288943 957083 3043.6227 Recreation Equipment/Supplies Adult Volleyball-Co-Rec 3,208.50 202705 12/14/2018 148036 SPOK INC. 4.58 PAGER 288885 B0318109X 3301.6351 Pager Service Fees General Management 4.58 202706 12/14/2018 100854 ST PAUL STAMP WORKS, INC. 45.92 DEPOSIT STAMP INK PADS 288888 427896 0501.6210 Office Supplies General & Admn-Finance 45.92 202707 12/14/2018 107307 SVL SERVICE CORPORATION 1,344.25 CMF CONTRACT REPAIR 288944 181105-004 3304.6535 Other Contractual Services Bldg/Facilities Maintenance 1,344.25 202708 12/14/2018 151851 SYSCO-MINNESOTA INC 33.84-CREDIT-CHIPS 288893 14716620P 6806.6855 Merchandise for Resale Concessions 46.82-CREDIT-LIDS 288895 14717480P 6806.6220 Operating Supplies - General Concessions 12.66-CREDIT-PEPSI 288892 247052950 6806.6855 Merchandise for Resale Concessions 84.67 CUPS/LIDS 288891 247141999 6609.6855 Merchandise for Resale Concession Sales/Vending 44.80 PITCHERS 288894 247150724 6806.6855 Merchandise for Resale Concessions 30.59 ICE SCOOP 288897 247165225 6831.6220 Operating Supplies - General Food and Beverage 30.59 ICE SCOOP 288896 247174667 6831.6220 Operating Supplies - General Food and Beverage 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 24Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202708 12/14/2018 151851 SYSCO-MINNESOTA INC Continued... 89.60 PITCHERS 288898 247184408 6831.6220 Operating Supplies - General Food and Beverage 31.72 CANDY 288899 247188048 6806.6855 Merchandise for Resale Concessions 1,370.21 MILK/PRETZELS/COOKIES 288889 247194138 6831.6855 Merchandise for Resale Food and Beverage 67.53-CREDIT-COOKIE DOUGH 288900 247195458 6806.6855 Merchandise for Resale Concessions 252.84 CLEANING SUPPLIES 288890 247197599 6603.6223 Building/Cleaning Supplies Building Repair & Maint. 604.09 BURGERS/HOT DOGS/CHIPS 288890 247197599 6609.6855 Merchandise for Resale Concession Sales/Vending 2,378.26 202709 12/14/2018 146364 TAPCO 11,455.00 YANKEE SIGNAL REPAIR 288907 I620413 1221.6535 Other Contractual Services Administration-Fire 11,455.00 202710 12/14/2018 143384 TAYLOR ELECTRIC COMPANY 8,325.00 YANKEE SIGNAL REPAIR 288908 1276 1221.6535 Other Contractual Services Administration-Fire 248.00 DENMARK ELECTRICAL TROUBLESHHO 288909 1294 6239.6432 Utility System Repair-Labor Lift Station Maintenanc/Repair 8,573.00 202711 12/14/2018 134135 THOMSON REUTERS 237.04 CLEAR MONTHLY FEE 4 PD 288919 839179347 1105.6457 Machinery & Equipment-Rental Investigation/Crime Prevention 237.04 202712 12/14/2018 153509 THOMSON REUTERS 1,090.00 CASE LAW BOOKS 288920 TRIALHANDBOOK 18/19 1104.6215 Reference Materials Patrolling/Traffic 1,090.00 202713 12/14/2018 113124 TOLL GAS & WELDING SUPPLY 291.69 STREET SIGN INSTALL 288911 10275052 2242.6257 Signs & Striping Material Signs-Installation & Mtn 21.36 CYLINDER EXCHANGES 288910 40092723 6130.6457 Machinery & Equipment-Rental Curb Stop Inspctn/Maint/Repair 313.05 202714 12/14/2018 101017 TOM'S MOBILE LOCK SERVICE 99.00 RANGE LOCKBOX KEYS 288921 102218 1104.6228 Ammunition Patrolling/Traffic 99.00 202715 12/14/2018 100218 TOTAL TOOL 638.93 CURBSTOP REPAIR 288912 01316835 6130.6240 Small Tools Curb Stop Inspctn/Maint/Repair 638.93 202716 12/14/2018 102250 TRENCHERSPLUS 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 25Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202716 12/14/2018 102250 TRENCHERSPLUS Continued... 56.99 CHIPPER REPAIR PARTS 288913 IT94656 3222.6231 Mobile Equipment Repair Parts Equipment Mtn 56.99 202717 12/14/2018 113197 TRUCK UTILITIES, INC. 2,214.00 PO 2018-83 288914 0331532 9001.1415 Inventory - Parts General Fund 2,214.00 202718 12/14/2018 119899 TSCHERNE, LESLEY 57.13 11822-OVRPMNT 3812 BLACKHAWK R 288915 120418 9220.2250 Escrow Deposits Public Utilities 57.13 202719 12/14/2018 111810 U S BANK (R) 68.00 MAJOR CASE CC 288916 2668-111518 1105.6520 Major Investigation Expenses Investigation/Crime Prevention 68.00 202720 12/14/2018 100232 UHL CO INC 306.00 ACCESS CONTROL EQUIP ORDER I 288917 4823 0301.6230 Repair/Maintenance Supplies-Ge IT-Gen & Admn 306.00 202721 12/14/2018 120163 ULINE INC. 175.98 METER REPLACEMENT 288918 102844165 6161.6230 Repair/Maintenance Supplies-Ge Meter Replacement 175.98 202722 12/14/2018 122951 UNITED BUSINESS MAIL INC. 1,500.00 POSTAGE DEPOSIT 288922 121018 9001.1420 Inventory - Postage Machine General Fund 1,500.00 202723 12/14/2018 103040 USABLUEBOOK 228.74 REPLACED GAUGES STP 288923 748794 6155.6260 Utility System Parts/Supplies South Plant Production 228.74 202724 12/14/2018 100236 VAN PAPER 38.00 BLDG CLEANING SUPPLIES 288924 484516-00 3106.6223 Building/Cleaning Supplies Structure Care & Maintenance 38.00 202725 12/14/2018 117947 VARITECH INDUSTRIES INC. 77.46 BRINE CHECK VALVES TRUCKS 288925 IN060-1014466 2244.6231 Mobile Equipment Repair Parts Street Equipment Repair/Mtn 77.46 202726 12/14/2018 119217 VERIZON WIRELESS (R) 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 26Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202726 12/14/2018 119217 VERIZON WIRELESS (R)Continued... 129.61 DEC 2018 CELL PHONE 288931 9819010289 9695.6355 Cellular Telephone Service Dakota Co Drug Task Force 70.02 DEC 2018 CELL PHONE 288932 9819149908 9695.6355 Cellular Telephone Service Dakota Co Drug Task Force 199.63 202727 12/14/2018 100237 VIKING ELECTRIC 152.30 FUSES FOR STOCK 288926 S002089576.001 6439.6260 Utility System Parts/Supplies Lift Station Maintenanc/Repair 152.30 202728 12/14/2018 153548 WARNERT, CHARLES 49.05 11822-OVRPMNT 4724 WESTON HILL 288927 120418 9220.2250 Escrow Deposits Public Utilities 49.05 202729 12/14/2018 100459 WEATHER WATCH INC 152.90 WEATHER WATCH-DEC18 288933 9809 2240.6535 Other Contractual Services Street Plowing/Sanding 152.90 202730 12/14/2018 141852 WENCK ASSOCIATES INC. 1,865.96 ENGINEERING SERVICES 288929 11808140 6542.6712 P1239 Project - Engineering Capital Proj-WQ dedictn-cr1127 18,386.21 ENGINEERING SERVICES 288930 11808141 6542.6712 P1324 Project - Engineering Capital Proj-WQ dedictn-cr1127 13,006.40 ENGINEERING SERVICES 288934 11808145 6542.6712 P1323 Project - Engineering Capital Proj-WQ dedictn-cr1127 9,208.66 TRAIL DESIGN AND ENGINEERING 288928 11808272 2852.6751 Design & Engineering (External General Park Site Improvmts 42,467.23 202731 12/14/2018 153525 WHITE BEAR MITSUBISHI 16,300.00 MITUBISHI PHEV DOWN PMT 288938 86296 3508.6680 Mobile Equipment Equip Rev Fd-Dept 08 16,300.00 202732 12/14/2018 153549 WILSON, KARYL 16.12 11822-OVRPMNT 1570 MALLARD VIE 288935 120418 9220.2250 Escrow Deposits Public Utilities 16.12 202733 12/14/2018 153520 WINDSTREAM COMMUNICATIONS LLC 1,578.00 ROW PERMIT #25390 REFUN 288939 113018 2010.4100 Utility Registration Fees General Engineering 1,578.00 202734 12/14/2018 113476 WISCONSIN SUPPORT COLLECTIONS TRUST FUND 208.15 PAYROLL ENDING 12/8/18 288953 GARNISHMENT 12/8/18 9592.2030 Ded Pay - Garnishments Benefit Accrual 208.15 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 27Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202735 12/14/2018 149263 WSI MANUFACTURING INC.Continued... 2,659.20 PATROL UNIFORM WINTER SIDELINE 288648 64887 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 2,659.20 202736 12/14/2018 102230 ZARNOTH BRUSH WORKS, INC. 2,682.50 UNIT 139,138,137 288936 0172960-IN 9001.1415 Inventory - Parts General Fund 2,682.50 202737 12/14/2018 100247 ZIEGLER INC 1,398.97 GENERATOR 288937 SW050309415 3304.6535 Other Contractual Services Bldg/Facilities Maintenance 1,398.97 20180206 12/14/2018 100249 FIT 119,435.09 PAYROLL ENDING 12/8/18 288962 121418 9880.2011 Ded Payable - FIT Payroll 119,435.09 20180207 12/14/2018 100250 COMMISIONER OF REVENUE-PAYROLL 36,157.32 PAYROLL ENDING 12/8/18 288963 121418 9880.2012 Ded Payable - SIT Payroll 36,157.32 20180208 12/14/2018 100252 FICA 31,460.91 PAYROLL ENDING 12/8/18 288964 121418 9880.2014 Ded Payable - FICA Payroll 31,460.91 20180209 12/14/2018 100253 MEDICARE 12,412.19 PAYROLL ENDING 12/8/18 288965 121418 9880.2015 Ded Payable - Medicare Payroll 12,412.19 20180210 12/14/2018 147368 MN DEPT OF REVENUE - TAX LEVY 287.29 PAYROLL ENDING 12/8/18 288966 121418 9880.2030 Ded Pay - Garnishments Payroll 287.29 20180334 12/14/2018 100693 EAGAN PAYROLL ACCT 696,900.99 PAYROLL ENDING 12/8/18 288961 121318 9001.1115 Claim on Cash General Fund 12,933.07 PAYROLL ENDING 12/8/18 288961 121318 9197.1115 Claim on Cash ETV 71,877.14 PAYROLL ENDING 12/8/18 288961 121318 9220.1115 Claim on Cash Public Utilities 21,292.15 PAYROLL ENDING 12/8/18 288961 121318 9221.1115 Claim on Cash Civic Arena 3,941.82 PAYROLL ENDING 12/8/18 288961 121318 9222.1115 Claim on Cash Cascade Bay 34,526.67 PAYROLL ENDING 12/8/18 288961 121318 9223.1115 Claim on Cash Central Park/Community Center 3,924.10 PAYROLL ENDING 12/8/18 288961 121318 9225.1115 Claim on Cash Fiber Infrastructure Fund 43,873.10 PAYROLL ENDING 12/8/18 288961 121318 9592.6144 FICA Benefit Accrual 12/13/2018City of Eagan 16:02:20R55CKR2LOGIS101 28Page -Council Check Register by GL Council Check Register by Invoice & Summary 12/14/201812/10/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20180334 12/14/2018 100693 EAGAN PAYROLL ACCT Continued... 89,580.34 PAYROLL ENDING 12/8/18 288961 121318 9592.1115 Claim on Cash Benefit Accrual 978,849.38 20182525 12/14/2018 115374 MN STATE RETIREMENT SYSTEM-HCSP 39,046.95 EMPLOYEE CONTRIBUTIONS 288954 121318 9592.2034 Ded Payable-HCSP Benefit Accrual 39,046.95 20183225 12/14/2018 138969 MN STATE RETIREMENT SYSTEM-MNDCP 7,361.27 EMPLOYEE CONTRIBUTIONS 288956 121318 9592.2032 Ded Pay - Great West Def Comp Benefit Accrual 7,361.27 20184226 12/14/2018 100892 ICMA RETIREMENT TRUST 44,067.86 EMPLOYEE CONTRIBUTIONS 288957 121318 9592.2031 Ded Pay - ICMA Benefit Accrual 44,067.86 20185226 12/14/2018 100283 BERKLEY ADMINISTRATORS 20,000.00 WC ADVANCE 288955 121318 9593.1650 Worker's Comp Advance to DCA Workers' Compensation Self-In 20,000.00 20185677 12/14/2018 147907 SELECT ACCOUNT 5,865.98 FLEX REIMBURSEMENT 288958 121318 9592.2215 Flex Plan Withholding Payable Benefit Accrual 5,865.98 20188029 12/14/2018 100694 PUBLIC EMPLOYEE RETIREMENT 76.96 PAYROLL PERIOD 11/25-12/8/18 288959 434600-121418 9592.6146 PERA - DCP Benefit Accrual 41,839.39 PAYROLL PERIOD 11/25-12/8/18 288959 434600-121418 9592.6142 PERA - Coordinated Benefit Accrual 56,222.44 PAYROLL PERIOD 11/25-12/8/18 288959 434600-121418 9592.6143 PERA - Police Benefit Accrual 73,819.33 PAYROLL PERIOD 11/25-12/8/18 288959 434600-121418 9592.2013 Ded Payable - PERA Benefit Accrual 171,958.12 20188547 12/14/2018 151185 HEALTHPARTNERS INC 3,291.51 DENTAL CLAIMS REIMBURSEMENT 288960 121018 9594.6158 Dental Insurance Dental Self-insurance 3,291.51 2,312,113.25 Grand Total Payment Instrument Totals Checks 2,312,113.25 Total Payments 2,312,113.25 12/13/2018City of Eagan 16:03:25R55CKS2LOGIS100 1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. 12/14/201812/10/2018 - Company Amount 820,747.0109001GENERAL FUND 85.0009115DWI Forfeiture 16,370.1709116CEDAR GROVE PARKING GARAGE 23,924.4109197ETV 624,117.7909220PUBLIC UTILITIES 27,833.8909221CIVIC ARENA 4,637.0809222CASCADE BAY 48,012.6709223CENTRAL PARK /COMMUNITY CENTER 5,145.6509225FIBER INFRASTRUCTURE FUND 11,018.6609328PARK SYS DEV AND R&R 49,588.6309335EQUIPMENT REVOLVING 1,547.0009336GENERAL FACILITIES RENEW & REP 1,565.0009353POLICE & CITY HALL REMODEL 580.74-09355 MAINTENANCE FACILITY EXPANSION 42,803.4709591RISK MANAGEMENT 410,653.8709592BENEFIT ACCRUAL 20,000.0009593WORKERS' COMPENSATION SELF-INS 3,291.5109594Dental Self-insurance 1,599.3809695DAK CO DRUG TASK FORCE 199,752.8009880PAYROLL Report Totals 2,312,113.25 12/20/2018City of Eagan 15:44:01R55CKR2 LOGIS102V 1Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018-- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202738 12/17/2018 100125 METRO COUNCIL ENVIRONMTL SERV-SAC 149.10- NOVEMBER 2018 288967 110118 0801.424612/17/2018 Administrative Fee on SAC Coll General & Admn-Protective Insp 14,910.00 NOVEMBER 2018 288967 110118 9220.227512/17/2018 MCES Sewer Availability Charge Public Utilities 14,760.90 202739 12/17/2018 100683 SAMS CLUB GECF 15.98 CAKE 288968 003661 6609.685512/17/2018 Merchandise for Resale Concession Sales/Vending 64.20 POP 288968 003661 6629.685512/17/2018 Merchandise for Resale Vending 33.32 POP 288969 002113 6629.685512/17/2018 Merchandise for Resale Vending 80.24 SUPPLIES 288970 006276 3079.622712/17/2018 Recreation Equipment/Supplies Special Events 151.58 HALLOWEEN SUPPLIES 288971 006697 3057.622712/17/2018 Recreation Equipment/Supplies Preschool Programs 59.88 SUPPLIES 288972 007092-102618 3079.622712/17/2018 Recreation Equipment/Supplies Special Events 6.88 COFFEE FILTERS 288973 000572 1107.621012/17/2018 Office Supplies Support Services 69.88 SUPPLIES 288974 000594-102918 3078.622712/17/2018 Recreation Equipment/Supplies Senior Citizens 215.98 SUPPLIES-STATION 2 288975 001007 1221.622012/17/2018 Operating Supplies - General Administration-Fire 15.98 CAKE 288976 003109-110218 6609.685512/17/2018 Merchandise for Resale Concession Sales/Vending 134.66 VENDING-CANDY 288976 003109-110218 6629.685512/17/2018 Merchandise for Resale Vending 49.82 SUPPLIES-HIGH TEA 288977 009138 3078.622712/17/2018 Recreation Equipment/Supplies Senior Citizens 66.64 SUPPLIES-DHMS 288978 008744 3075.622712/17/2018 Recreation Equipment/Supplies CDBG - Teens 37.92 SUPPLIES-BHMS 288979 008745 3075.622712/17/2018 Recreation Equipment/Supplies CDBG - Teens 12.48 CHIPS 288980 009099 0101.647712/17/2018 Local Meeting Expenses Legislative/Policy Development 15.98 CAKE 288981 003067 6609.685512/17/2018 Merchandise for Resale Concession Sales/Vending 15.00 MEMBERSHIP-J. FINELLLI 288982 999999-111018 3001.647912/17/2018 Dues and Subscriptions General/Admn-Recreation 9.93 GLOVES 288983 005880 6601.623012/17/2018 Repair/Maintenance Supplies-Ge General/Administrative-Arena 31.30 SUPPLIES 288984 003555 3079.622712/17/2018 Recreation Equipment/Supplies Special Events 79.90 CAKES 288985 003729 6609.685512/17/2018 Merchandise for Resale Concession Sales/Vending 91.97- REFUND 288986 004277 3079.622712/17/2018 Recreation Equipment/Supplies Special Events 11.98 SUPPLIES 288987 003805-111618 3081.622712/17/2018 Recreation Equipment/Supplies Arts & Humanities Council 15.00 MEMBERSHIP-J. BOHLKEN 288988 999999-111718 6801.647912/17/2018 Dues and Subscriptions General & Administrative 6.47 WATER 288989 000276 1101.647712/17/2018 Local Meeting Expenses General/Admn-Police 1,109.03 202740 12/21/2018 152114 3 GUYS SEWING 12.00 J. PLUTA SHIRT LOGO 289112 5505 3170.211512/20/2018 Clothing Allowance General AdmIn-Parks 36.00 J. PLUTA SHIRT LOGO 289113 5793 3170.211512/20/2018 Clothing Allowance General AdmIn-Parks 48.00 202741 12/21/2018 147198 ADVANCED ENGINEERING AND ENVIRONMENTAL 1,602.00 LEXDIF BOOSTER STATION REHAB 289100 60993 6133.6630 P128812/20/2018 Other Improvements Booster Station Maint/Repair 1,602.00 12/28/18 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 2Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202742 12/21/2018 119218 ALLENS SERVICE INC. (R)Continued... 145.00 18-SAV-27807 CHEVY EQUINOX TOW 289101 215912 9695.658912/20/2018 Forfeiture Expenditures Dakota Co Drug Task Force 243.00 18-DC-534 DODGE RAM TOWING 289132 209483 9695.658912/20/2018 Forfeiture Expenditures Dakota Co Drug Task Force 100.00 NOV 2018 STORAGE 289144 NOVEMBER2018 9695.653812/20/2018 Towing Charges Dakota Co Drug Task Force 488.00 202743 12/21/2018 142987 APPLE CHEVROLET BUICK NORTHFIELD 106.19 UNIT 1132 289102 60000 9001.141512/20/2018 Inventory - Parts General Fund 497.55 UNIT 212 289103 60012 9001.141512/20/2018 Inventory - Parts General Fund 93.19 UNIT 503 289104 60108 9001.141512/20/2018 Inventory - Parts General Fund 696.93 202744 12/21/2018 100360 APPLE FORD LINCOLN APPLE VALLEY 54.17 UNIT 1120 289105 439760 9001.141512/20/2018 Inventory - Parts General Fund 312.32 UNIT 319 289106 439833 9001.141512/20/2018 Inventory - Parts General Fund 416.22 UNIT 502 289107 439845 9001.141512/20/2018 Inventory - Parts General Fund 846.78 UNIT 1101 289108 438626 9001.141512/20/2018 Inventory - Parts General Fund 304.48 UNIT 1137 289109 439648 9001.141512/20/2018 Inventory - Parts General Fund 72.72 INV. BLADES FRO SQUADS 289110 439498 9001.141512/20/2018 Inventory - Parts General Fund 1,080.29 UNIT 1103 289111 438635 9001.141512/20/2018 Inventory - Parts General Fund 293.91 DETECTIVE LEASE NOV 18 289114 1120-252574-112 518 1105.645712/20/2018 Machinery & Equipment-Rental Investigation/Crime Prevention 57.19 UNIT 382 289115 438669 9001.141512/20/2018 Inventory - Parts General Fund 304.48 UNIT 1137 289116 439746 9001.141512/20/2018 Inventory - Parts General Fund 2.78 UNIT 220 RO 1362 289117 444215 9001.141512/20/2018 Inventory - Parts General Fund 106.03 RO 1367 UNIT 1113 289118 444218 9001.141512/20/2018 Inventory - Parts General Fund 10.04 UNIT 311 RO 1368 289119 444216 9001.141512/20/2018 Inventory - Parts General Fund 56.85 UNIT 1109 RO 1368 289120 444098 9001.141512/20/2018 Inventory - Parts General Fund 305.94 UNIT 1109 RO 1356 289121 443964 9001.141512/20/2018 Inventory - Parts General Fund 386.56 UNIT 117 289122 444835 9001.141512/20/2018 Inventory - Parts General Fund 54.54 STOCK BLADES 289123 444857 9001.141512/20/2018 Inventory - Parts General Fund 28.11 RO 1418 289124 445209 9001.141512/20/2018 Inventory - Parts General Fund 4,693.41 202745 12/21/2018 101609 ASPEN WASTE 292.47 WASTE 289125 S1321957-120118 6827.653912/20/2018 Waste Removal/Sanitation Servi Building Maintenance 292.47 202746 12/21/2018 115432 AUDIOVISUAL, INC. 6,079.87 COUNCIL CHAMBER DOCUMENT CAM 289126 88589321 9701.664012/20/2018 Machinery/Equipment PEG-eligible 7,429.53 LIVE TRUCK ENGINEER WORK - AVI 289127 88574288 9701.668012/20/2018 Mobile Equipment PEG-eligible 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 3Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202746 12/21/2018 115432 AUDIOVISUAL, INC.Continued... 3,796.17 COMREX RACKMOUNT UNIT 289128 88590510 9701.664012/20/2018 Machinery/Equipment PEG-eligible 3,977.00 AVI - EDITSHARE 2019 SUPPORT 289129 88590451 9701.656912/20/2018 Maintenance Contracts PEG-eligible 4,249.21 AVI -EDITSHARE SETUP AND TRAIN 289130 88590568 9701.647612/20/2018 Conferences/Meetings/Training PEG-eligible 3,957.41 LIVE MOBILE TRANSMITTER-COMREX 289131 88591883 9701.664012/20/2018 Machinery/Equipment PEG-eligible 29,489.19 202747 12/21/2018 100015 BACHMANS INC 638.40 NEAR BLACKHAWK PARK ART BENCH 289133 866746/50 3214.663012/20/2018 Other Improvements Landscape Planting-Park Sites 638.40 202748 12/21/2018 147094 BARTA, COLE 162.28 UNIFORMS 289134 121118 3170.211512/20/2018 Clothing Allowance General AdmIn-Parks 162.28 202749 12/21/2018 100016 BAUER BUILT 2,337.12 PO2018-84 289135 180240513 9001.141512/20/2018 Inventory - Parts General Fund 702.32 UNIT 1146 289136 180240505 9001.141512/20/2018 Inventory - Parts General Fund 3,039.44 202750 12/21/2018 146483 BIRCH 3,285.00 CONTRACT CDS SNOW REMOVAL 289137 26161 2240.656412/20/2018 Snow & Ice Removal Street Plowing/Sanding 2,542.50 CONTRACT CDS SNOW REMOVAL 289138 26047 2240.656412/20/2018 Snow & Ice Removal Street Plowing/Sanding 5,827.50 202751 12/21/2018 100017 BITUMINOUS ROADWAYS 330,202.47 CONT 18-10 PMT 2 FINAL 289145 112618 8291.671012/20/2018 Project - Contract P1291 2018 Trail & Parking lot 330,202.47 202752 12/21/2018 121444 BLUE CROSS AND BLUE SHIELD OF MINNESOTA 58,185.49 MEDICAL PREMIUM - JAN 2019 289146 181212457479 9592.201712/20/2018 Ded Payable-Insurance BCBS Benefit Accrual 292,489.36 MEDICAL PREMIUM - JAN 2019 289146 181212457479 9592.615112/20/2018 Health Insurance Benefit Accrual 350,674.85 202753 12/21/2018 131767 BOLTON & MENK INC. 8,732.50 ASHBERRY LS REHAB 289139 0226545 6239.6630 P129912/20/2018 Other Improvements Lift Station Maintenanc/Repair 2,298.50 MURPHY LS REHAB 289140 0226546 6239.6630 P134512/20/2018 Other Improvements Lift Station Maintenanc/Repair 11,031.00 202754 12/21/2018 100022 BOYER TRUCK PARTS 122.25 UNIT 110 RO 1373 289141 15368D 9001.141512/20/2018 Inventory - Parts General Fund 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 4Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202754 12/21/2018 100022 BOYER TRUCK PARTS Continued... 122.25 202755 12/21/2018 144122 BRAND FARMS 5.00 MARKETFEST 12/15/18-SNAP EBT 289142 121518 3061.6220 PR00312/20/2018 Operating Supplies - General Market Fest 15.00 MARKETFEST 12/15/18-POP CLUB 289142 121518 3061.6220 PR00512/20/2018 Operating Supplies - General Market Fest 20.00 202756 12/21/2018 114552 BRIN NORTHWESTERN GLASS COMPANY 8,688.76 REPLACEMENT WINDOWS AT CMF 289143 4688 3624.662012/20/2018 Buildings Facilities R&R Fd-Mtn Facility 8,688.76 202757 12/21/2018 136791 CALLAHAN, DANIEL P 17.34 HOME DEPOT - PAINT GREEN WALL 289160 12/5/18 9701.647512/20/2018 Miscellaneous PEG-eligible 17.34 202758 12/21/2018 148751 CAMPBELL KNUTSON 423.00 2008 FORD FOCUS-CASE 17000623 289147 225242 9115.653812/20/2018 Towing Charges DWI Forfeiture 423.00 202759 12/21/2018 115040 CARDIAC SCIENCE, INC. 489.60 DEFIB PADS 289148 7340652 1104.622012/20/2018 Operating Supplies - General Patrolling/Traffic 489.60 202760 12/21/2018 142846 CENTURYLINK 141.08 289149 612E12-8187409- DEC18 6101.634712/20/2018 Telephone Service & Line Charg Water -Administration 135.74 COMM LINE BTWN TRMNT PLANTS 289150 612E06-1331048- DEC18 6101.635212/20/2018 Telephone Circuits Water -Administration 66.00 289151 612E12-1121206- DEC18 6101.634712/20/2018 Telephone Service & Line Charg Water -Administration 141.08 289152 612E12-0825197- DEC18 6101.634712/20/2018 Telephone Service & Line Charg Water -Administration 423.24 289153 612E12-1089411- DEC18 6101.634712/20/2018 Telephone Service & Line Charg Water -Administration 141.08 289154 612E12-6449410- DEC18 6101.634712/20/2018 Telephone Service & Line Charg Water -Administration 547.74 OAK POND LIFT STATION 289155 612E06-3878017- DEC18612 6239.634712/20/2018 Telephone Service & Line Charg Lift Station Maintenanc/Repair 1,595.96 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 5Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202761 12/21/2018 142837 CENTURYLINK (R)Continued... 1,031.79 DEC 2018 TELEPHONE 289161 1455928843 9695.634712/20/2018 Telephone Service & Line Charg Dakota Co Drug Task Force 1,031.79 202762 12/21/2018 148187 CERTIFIED POWER INC. 597.29 PARKS MOWER PARTS 289156 50295922 9001.141512/20/2018 Inventory - Parts General Fund 597.29 202763 12/21/2018 151299 CINTAS 36.58 RUGS 289157 4013584739 6101.656912/20/2018 Maintenance Contracts Water -Administration 34.20 ECC RUGS 289158 4013584603 6827.656912/20/2018 Maintenance Contracts Building Maintenance 23.65 RUGS 289159 4013584747 3313.656912/20/2018 Maintenance Contracts Fire Buildings 8.62 RUGS 289162 4013584664 3313.656912/20/2018 Maintenance Contracts Fire Buildings 103.05 202764 12/21/2018 142286 COMCAST 32.65 MONTHLY DUES 12/18-1/17/19 289167 877210508072454 1-120818 6603.635712/20/2018 Advertising/Publication Building Repair & Maint. 32.65 202765 12/21/2018 100040 CONT SAFETY EQUIP 62.40 CLOTHING ALLOW RICK ROBOHM 289163 449086 2201.211512/20/2018 Clothing Allowance Gen/Adm-Streets 62.40 202766 12/21/2018 150880 CORE & MAIN LP 227.56-IRRIGATION REPAIR PARTS CREDIT 289354 J823078 3117.623412/20/2018 Field/Other Equipment Repair Irrigation System Mtn/Install 1,011.98 IRRIGATION REPAIR PARTS 289355 J789262 3117.623412/20/2018 Field/Other Equipment Repair Irrigation System Mtn/Install 784.42 202767 12/21/2018 153564 CREEK ENTERPRISE INC 3,565.00 TEMP HYDRANT 289164 121318 9220.225412/20/2018 Construction Meter Deposits Public Utilities 195.00 TEMP HYDRANT 289164 121318 6101.452112/20/2018 Construction Meter Permit Fees Water -Administration 390.00-TEMP HYDRANT 289164 121318 6101.452112/20/2018 Construction Meter Permit Fees Water -Administration 852.00-TEMP HYDRANT 289164 121318 6101.450512/20/2018 Water Sales Water -Administration 2,518.00 202768 12/21/2018 113795 CULLIGAN 355.55 SOFTENER SALT 289165 710447 6827.624412/20/2018 Chemicals & Chemical Products Building Maintenance 355.55 202769 12/21/2018 136461 CULLIGAN (R) 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 6Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202769 12/21/2018 136461 CULLIGAN (R)Continued... 54.95 WATER 289166 707378 9695.621012/20/2018 Office Supplies Dakota Co Drug Task Force 54.95 202770 12/21/2018 153569 DAK CTY ENVIRONMENTAL MANAGEMENT 526.50 MARIJUANA DISPOSAL 289175 121018 9695.658912/20/2018 Forfeiture Expenditures Dakota Co Drug Task Force 526.50 202771 12/21/2018 100050 DAKOTA ELECTRIC 21.53 OLD TOWN HALL 288990 100749-1-NOV18 3304.640512/21/2018 Electricity Bldg/Facilities Maintenance 61.92 CARLSON LAKE SAN 288991 102339-9-NOV18 6239.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 54.88 SOUTHERN HILLS TOWER 288992 103460-2-NOV18 6154.640912/21/2018 Electricity-Wells/Booster Stat South Plant Building 4,871.23 FIRE SAFETY CENTER 288993 108247-8-NOV18 3313.640512/21/2018 Electricity Fire Buildings 2,331.80 PUB WORKS GARAGE 288994 110986-7-NOV18 3304.640512/21/2018 Electricity Bldg/Facilities Maintenance 244.48 YANKEE DOODLE WATER TANK RSVR 288995 112682-0-NOV18 6146.640912/21/2018 Electricity-Wells/Booster Stat North Plant Building 340.21 LONE OAK SAN 288996 112832-1-NOV18 6239.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 342.62 WELL #1 288997 112885-9-NOV18 6146.640912/21/2018 Electricity-Wells/Booster Stat North Plant Building 385.29 CARLSON LAKE STORM 288998 122797-4-NOV18 6439.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 203.39 WELL #2 288999 124865-7-NOV18 6146.640912/21/2018 Electricity-Wells/Booster Stat North Plant Building 3,291.00 MUNICIPAL CENTER 289000 127189-9-NOV18 3304.640512/21/2018 Electricity Bldg/Facilities Maintenance 28.38 BLACKHAWK COVE SAN 289001 127325-9-NOV18 6239.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 175.01 RAHN PARK 289002 132778-2-NOV18 3106.640512/21/2018 Electricity Structure Care & Maintenance 388.57 LEXINGTON STORM STATION 289003 133789-8-NOV18 6439.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 21.76 ZOO METER 289004 136873-7-NOV18 6239.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 11,856.95 WELL #4/TREATMENT PLANT 289005 137781-1-NOV18 6146.640912/21/2018 Electricity-Wells/Booster Stat North Plant Building 742.77 LODGEPOLE CT SECURITY LITES 289006 138267-0-NOV18 3106.640512/21/2018 Electricity Structure Care & Maintenance 459.85 CLIFF BOOSTER STATION 289007 139958-3-NOV18 6154.640912/21/2018 Electricity-Wells/Booster Stat South Plant Building 114.62 LEXINGTON BOOSTER STATION 289008 143222-8-NOV18 6154.640912/21/2018 Electricity-Wells/Booster Stat South Plant Building 215.16 FIRE STATION 3 289009 146053-4-NOV18 3313.640512/21/2018 Electricity Fire Buildings 138.79 OAK CHASE STORM 289010 146920-4-NOV18 6439.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 84.51 COVINGTON STORM 289011 149810-4-NOV18 6439.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 58.39 TH 77/CO RD 32 SIGNALS 289012 152634-2-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 35.11 TH 77/CO RD 32 SIGNALS 289013 152635-9-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 5.00 CIVIL DEFENSE SIREN 289014 155062-3-NOV18 1106.640512/21/2018 Electricity Emergency Preparedness 5.00 CIVIL DEFENSE SIREN 289015 155063-1-NOV18 1106.640512/21/2018 Electricity Emergency Preparedness 5.00 CIVIL DEFENSE SIREN 289016 155064-9-NOV18 1106.640512/21/2018 Electricity Emergency Preparedness 31.12 SAFARI RESERVOIR 289017 159673-3-NOV18 6154.640912/21/2018 Electricity-Wells/Booster Stat South Plant Building 473.63 HURLEY STORM 289018 159822-6-NOV18 6439.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 424.17 SCHWANZ STORM 289019 160898-3-NOV18 6439.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 47.89 LONE OAK/35 SIGNALS 289020 162414-7-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 68.54 OAK CLIFF STORM 289021 165267-6-NOV18 6439.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 7Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202771 12/21/2018 100050 DAKOTA ELECTRIC Continued... 191.44 NORTHVIEW PARK 289022 167128-8-NOV18 3106.640512/21/2018 Electricity Structure Care & Maintenance 30.09 35E 289023 167845-7-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 27.81 35E/CLIFF SIGNALS 289024 167846-5-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 31.12 35E/PILOT KNOB SIGNALS 289025 167849-9-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 31.12 35E/PILOT KNOB SIGNALS 289026 167850-7-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 44.24 35E/YANKEE DOODLE SIGNALS 289027 167851-5-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 29.98 RAHN PARK 289028 169262-3-NOV18 3106.640512/21/2018 Electricity Structure Care & Maintenance 136.91 GOAT HILL PARK HOCKEY RINK 289029 170635-7-NOV18 3106.640512/21/2018 Electricity Structure Care & Maintenance 140.40 GOAT HILL PARK BASEBALL FIELD 289030 170636-5-NOV18 3106.640512/21/2018 Electricity Structure Care & Maintenance 49.72 ASHBURY SAN 289031 172471-5-NOV18 6239.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 87.03 BLUE CROSS PARK 289032 177546-9-NOV18 3106.640512/21/2018 Electricity Structure Care & Maintenance 479.96 YANKEE STORM 289033 180516-7-NOV18 6439.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 1,936.41 WELL #8 & #9 289034 187147-4-NOV18 6146.640912/21/2018 Electricity-Wells/Booster Stat North Plant Building 40.36 BLACKHAWK/CLIFF SIGNALS 289035 187873-5-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 361.75 COUNTRY HOLLOW STORM 289036 193140-1-NOV18 6239.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 223.45 COUNTRY HOLLOW STORM 289037 193575-8-NOV18 6439.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 717.58 FIRE STATION 4 289038 195895-8-NOV18 3313.640512/21/2018 Electricity Fire Buildings 166.29 WELL #10 289039 196322-2-NOV18 6154.640912/21/2018 Electricity-Wells/Booster Stat South Plant Building 260.60 THOMAS LAKE STORM 289040 196919-5-NOV18 6439.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 216.88 WELL #11 289041 197761-0-NOV18 6146.640912/21/2018 Electricity-Wells/Booster Stat North Plant Building 72.88 MURPHY SAN 289042 198484-8-NOV18 6239.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 45.95 CLIFF & CLIFF LAKE RD SIGNALS 289043 198522-5-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 29.51 CLIFF LAKE RD SIGNAL LIGHT 289044 198523-3-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 179.04 WELL #13 289045 200399-4-NOV18 6154.640912/21/2018 Electricity-Wells/Booster Stat South Plant Building 594.58 WELL #12 289046 200417-4-NOV18 6154.640912/21/2018 Electricity-Wells/Booster Stat South Plant Building 2,451.06 WELL #14 289047 200823-3-NOV18 6154.640912/21/2018 Electricity-Wells/Booster Stat South Plant Building 210.82 WELL #15 289048 200922-3-NOV18 6154.640912/21/2018 Electricity-Wells/Booster Stat South Plant Building 4,867.40 SOUTH TREATMENT PLANT 289049 201358-9-NOV18 6154.640912/21/2018 Electricity-Wells/Booster Stat South Plant Building 83.10 BLACKHAWK PAVILLION 289050 211088-0-NOV18 3106.640512/21/2018 Electricity Structure Care & Maintenance 14.00 BLACKHAWK PARK AERATOR 289051 211089-8-NOV18 3106.640512/21/2018 Electricity Structure Care & Maintenance 14.57 WEST GROUP NORTH 289052 212539-1-NOV18 6239.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 1,571.75 POLICE STATION 289053 217026-4-NOV18 3304.640512/21/2018 Electricity Bldg/Facilities Maintenance 6,325.04 CIVIC ICE ARENA 289054 220593-8-NOV18 6601.640512/21/2018 Electricity General/Administrative-Arena 55.99 DENMARK/TWN CNTR SIGNALS 289055 224458-0-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 5.00 CIVIL DEFENSE SIREN 289056 224623-9-NOV18 1106.640512/21/2018 Electricity Emergency Preparedness 5.00 CIVIL DEFENSE SIREN 289057 224624-7-NOV18 1106.640512/21/2018 Electricity Emergency Preparedness 5.00 CIVIL DEFENSE SIREN 289058 224625-4-NOV18 1106.640512/21/2018 Electricity Emergency Preparedness 1,113.69 WELL #18 289059 224626-2-NOV18 6154.640912/21/2018 Electricity-Wells/Booster Stat South Plant Building 28.15 DEERWOOD RESERVOIR 289060 224893-8-NOV18 6154.640912/21/2018 Electricity-Wells/Booster Stat South Plant Building 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 8Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202771 12/21/2018 100050 DAKOTA ELECTRIC Continued... 98.55 YANKEE/WASHINGTON STREET LITES 289061 226048-7-NOV18 6301.640612/21/2018 Electricity-Street Lights Street Lighting 125.70 YANKEE/35E STREET LITES 289062 226049-5-NOV18 6301.640612/21/2018 Electricity-Street Lights Street Lighting 219.83 YANKEE/DENMARK STREET LITES 289063 226050-3-NOV18 6301.640612/21/2018 Electricity-Street Lights Street Lighting 146.47 YANKEE/PROMENADE STREET LITES 289064 226051-1-NOV18 6301.640612/21/2018 Electricity-Street Lights Street Lighting 119.09 NORTHWD/PROMENADE STREET LITES 289065 226052-9-NOV18 6301.640612/21/2018 Electricity-Street Lights Street Lighting 554.70 AQUATIC ADMIN BLDG 289066 256881-4-NOV18 6719.640512/21/2018 Electricity Building Maintenance 495.58 AQUATIC PARKING LOT LIGHT 289067 263297-4-NOV18 6719.640512/21/2018 Electricity Building Maintenance 158.06 AQUATIC MECH BLDG 289068 272182-7-NOV18 6719.640512/21/2018 Electricity Building Maintenance 1,008.10 AQUATIC CHANGE FACILITY 289069 272183-5-NOV18 6719.640512/21/2018 Electricity Building Maintenance 14.00 WEST GROUP SOUTH 289070 300763-0-NOV18 6239.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 43.89 CLUBVIEW/LEXINGTON SIGNALS 289071 313127-0-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 43.10 LEX/N ARMSTRONG BLVD SISGNALS 289072 313127-3-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 769.70 GENERATOR 289073 326096-5-NOV18 3304.640512/21/2018 Electricity Bldg/Facilities Maintenance 40.25 THOMAS LAKE PARK 289074 348080-3-NOV18 3106.640512/21/2018 Electricity Structure Care & Maintenance 14.00 THRESHER PARK 289075 349188-3-NOV18 3106.640512/21/2018 Electricity Structure Care & Maintenance 39.45 DUCKWOOD/TOWN CNTR SIGNALS 289076 357166-1-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 15.00 1960 CLIFF LAKE RD AERATOR 289077 412466-5-NOV18 6520.640512/21/2018 Electricity Basin Mgmt-Aeration 14.34 DEERWOOD/35E SPDSIGN 289078 417173-2-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 45.60 THRESHER PARK BLDG 289079 427290-2-NOV18 3106.640512/21/2018 Electricity Structure Care & Maintenance 358.01 SHERMAN CT BRIDGE LITES 289080 440715-1-NOV18 6301.640612/21/2018 Electricity-Street Lights Street Lighting 14.00 1940 CLIFF LAKE RD 289081 452288-4-NOV18 2271.640512/21/2018 Electricity Boulevard/Ditch Mtn 100.15 RAHN/DIFFLEY RD #LIGHTS 289082 453294-1-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 14.23 4237 DANIEL DRIVE #SIGN 289083 456815-0-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 14.11 4266 DANIEL DRIVE #SIGN 289084 456817-6-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 6,698.12 CIVIC ICE ARENA 289085 463323-6-NOV18 6601.640512/21/2018 Electricity General/Administrative-Arena 111.10 FEDERAL DRIVE STREET LITES 289086 483732-4-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 35.79 DEERWOOD/PILOT KNOB SIGNALS 289087 590475-0-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 221.69 DE SWITCH/COMM BLDG 289088 529232-1-NOV18 6147.640812/21/2018 Electricity-Lift Stations North Plant Production 714.96 EAGAN 289089 529233-9-NOV18 6147.640812/21/2018 Electricity-Lift Stations North Plant Production 256.35 CAMPUS GENERATOR/TRANSFORMER 289090 529234-7-NOV18 6147.640812/21/2018 Electricity-Lift Stations North Plant Production 388.96 DENMARK LIFT STATION 289091 532128-6-NOV18 6239.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 459.49 WITHAM LANE LIFT STATION 289092 545622-3-NOV18 6239.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 44.57 PROMENADE DR #SIGNALS 289093 549208-7-NOV18 6301.640712/21/2018 Electricity-Signal Lights Street Lighting 1,675.86 WELL #3 289094 555257-5-NOV18 6146.640912/21/2018 Electricity-Wells/Booster Stat North Plant Building 429.89 BRINE/SALT STORAGE 289095 555450-6-NOV18 3304.640512/21/2018 Electricity Bldg/Facilities Maintenance 375.98 UTILITY BUILDING 289096 555451-4-NOV18 6146.640512/21/2018 Electricity North Plant Building 17.93 BLACKHAWK PARK AERATOR 289097 557042-9-NOV18 6520.640512/21/2018 Electricity Basin Mgmt-Aeration 33.82 WIDGEON WAY 289098 571231-0-NOV18 6239.640812/21/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 607.62 CENTRAL MAINTENANCE FACILITY 289099 1001469-2-NOV18 3304.640512/21/2018 Electricity Bldg/Facilities Maintenance 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 9Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202771 12/21/2018 100050 DAKOTA ELECTRIC Continued... 66,942.28 202772 12/21/2018 100405 DAKOTA ELECTRIC ASSOC 142.88 STREET LIGHT REPAIR 289168 241162-7-120618 6301.643212/20/2018 Utility System Repair-Labor Street Lighting 142.88 202773 12/21/2018 130735 DAVIS EQUIPMENT CORPORATION 12.66 PLOW EQUIP PARTS 289169 EI07995B 2240.623112/20/2018 Mobile Equipment Repair Parts Street Plowing/Sanding 12.66 202774 12/21/2018 118917 DEPARTMENT OF LABOR AND INDUSTRY 3,077.86 BLDG PRMT 11/18 289170 110118 9001.219512/20/2018 Due to State - Permit Surcharg General Fund 3,077.86 202775 12/21/2018 101693 DICK'S SANITATION SERVICE INC. 57.11 COMPOST 289171 DT0002388735 3304.653912/20/2018 Waste Removal/Sanitation Servi Bldg/Facilities Maintenance 54.57 WASTE REMOVAL 289171 DT0002388735 6603.653912/20/2018 Waste Removal/Sanitation Servi Building Repair & Maint. 268.57 COMPOST 289172 DT0002366865 6827.653912/20/2018 Waste Removal/Sanitation Servi Building Maintenance 58.35 FIRE SAFETY CENTER 289176 DT0002392045 3313.653912/20/2018 Waste Removal/Sanitation Servi Fire Buildings 438.60 202776 12/21/2018 101784 DISCOUNT STEEL INC. 43.50 UNIT 322 FLEET 2018-1415 289173 4407340 9001.141512/20/2018 Inventory - Parts General Fund 43.50 202777 12/21/2018 109681 DODGE OF BURNSVILLE 1,021.95 UNIT 1140 RO 1357 289174 6035635/1 9001.141512/20/2018 Inventory - Parts General Fund 1,021.95 202778 12/21/2018 137998 DWYER, GINA 74.80 TONER CARTRIDGE REIMBURSEMENT 289177 12112018 0501.622012/20/2018 Operating Supplies - General General & Admn-Finance 74.80 202779 12/21/2018 101697 EAGAN CONVENTION & VISITORS BUREAU 93,651.23 OCT 2018 LODGING TAX 289185 1018 9001.221012/20/2018 Due to Convention Bureau General Fund 1,347.78-OCT 2018 LODGING TAX 289185 1018 6801.462112/20/2018 Building Rent General & Administrative 16.70-OCT 2018 LODGING TAX 289185 1018 6801.634712/20/2018 Telephone Service & Line Charg General & Administrative 20.00-OCT 2018 LODGING TAX 289185 1018 6801.634712/20/2018 Telephone Service & Line Charg General & Administrative 1,051.71-OCT 2018 LODGING TAX 289185 1018 9337.1386.112/20/2018 Due from ECVB Community Investment 414.96-OCT 2018 LODGING TAX 289185 1018 9337.4613.412/20/2018 Int on IR-ECVB Community Investment 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 10Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202779 12/21/2018 101697 EAGAN CONVENTION & VISITORS BUREAU Continued... 90,800.08 202780 12/21/2018 108624 EBERT CONSTRUCTION 1,456,556.34 CONT 18-06 PMT 7 289186 121918 5041.671012/20/2018 Project - Contract Phase 1-PD,Garage,&Traing room 1,456,556.34 202781 12/21/2018 100060 ECM PUBLISHERS INC 28.63 PH-THE HOUSE CHURCH 289178 654645 0401.635912/20/2018 Legal Notice Publication General & Admn-City Clerk 28.63 PH-TCF BANK 289179 654644 0401.635912/20/2018 Legal Notice Publication General & Admn-City Clerk 57.26 202782 12/21/2018 101006 EMERGENCY AUTO TECHNOLOGIES 254.80-RETURNED UNUSED SEAT 289180 DL072618-26CM 1104.623112/20/2018 Mobile Equipment Repair Parts Patrolling/Traffic 120.20 UNIT 1107 289181 DL121318-22 9001.141512/20/2018 Inventory - Parts General Fund 310.20 UNIT 1130 289182 DL121318-23 9001.141512/20/2018 Inventory - Parts General Fund 207.80 UNIT 1132 289183 DL120618-32 9001.141512/20/2018 Inventory - Parts General Fund 383.40 202783 12/21/2018 152585 EPG SECURITY GROUP 99.80 EPG - SECURITY 289184 15462 6801.653512/20/2018 Other Contractual Services General & Administrative 99.80 202784 12/21/2018 100062 FACTORY MOTOR PARTS CO 94.44 DEF FLUID STREETS 289187 1-5791510 2244.623512/20/2018 Fuel, Lubricants, Additives Street Equipment Repair/Mtn 94.44 202785 12/21/2018 100451 FASTENAL COMPANY 86.02 TOOLS 289188 MNTC1225049 3129.624012/20/2018 Small Tools Shop Mtn/General Repairs 32.13 TOOLS 289189 MNTC1224969 3129.624012/20/2018 Small Tools Shop Mtn/General Repairs 118.15 202786 12/21/2018 123200 FERG, BRADLEY 372.97 11822-OVRPMNT 3842 MILL RUN LN 289190 120418 9220.225012/20/2018 Escrow Deposits Public Utilities 372.97 202787 12/21/2018 122976 FIRE SAFETY USA INC. 18,981.28 FIREFIGHTER TURNOUT GEAR 289191 118251 1225.622412/20/2018 Clothing/Personal Equipment Fire / EMS Equipment 18,981.28 202788 12/21/2018 143971 FLEETPRIDE 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 11Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202788 12/21/2018 143971 FLEETPRIDE Continued... 29.43 UNIT 122 289192 16214651 9001.141512/20/2018 Inventory - Parts General Fund 2.95 UNIT 317 289193 16451239 9001.141512/20/2018 Inventory - Parts General Fund 32.38 202789 12/21/2018 100157 FORCE AMERICA INC 386.14 UNIT 111 289194 IN001-1298273 9001.141512/20/2018 Inventory - Parts General Fund 130.73 MOWER PARTS 289195 IN001-1298168 9001.141512/20/2018 Inventory - Parts General Fund 516.87 202790 12/21/2018 143919 FOSTER, JOHN HENRY 267.68 SUPPLIES FOR NTP FILTER BANK D 289196 10402084-00 6147.626012/20/2018 Utility System Parts/Supplies North Plant Production 267.68 202791 12/21/2018 147955 GALLS LLC 199.00 LOUNSBURY UNIFORM 289197 011429164 1104.622412/20/2018 Clothing/Personal Equipment Patrolling/Traffic 55.65 PATHWAYS 3X OFFICERS.289198 011431694 1104.622412/20/2018 Clothing/Personal Equipment Patrolling/Traffic 9.85 FARNHAM UNFIORM 289199 011433369 1104.622412/20/2018 Clothing/Personal Equipment Patrolling/Traffic 123.25 SYVERTSEN UNIFORM 289200 011440235 1104.622412/20/2018 Clothing/Personal Equipment Patrolling/Traffic 387.75 202792 12/21/2018 147866 GIBBS, JOE 24.53 MILEAGE 11/26-12/19- GIBBS 289203 121918 0501.635312/20/2018 Personal Auto/Parking General & Admn-Finance 24.53 202793 12/21/2018 152667 GRACENOTE MEDIA SERVICES LLC 400.00 GRACENOTE - ELECTR PROG GUIDE 289204 9747013655 9701.631012/20/2018 Professional Services-General PEG-eligible 400.00 202794 12/21/2018 100990 GRAINGER 18.14 IGNITOR REPLACEMENT 289201 9028913110 6146.623012/20/2018 Repair/Maintenance Supplies-Ge North Plant Building 364.14 PADLOCKS 289202 9029248201 3118.622012/20/2018 Operating Supplies - General Athletic Field Mtn/Setup 382.28 202795 12/21/2018 111043 H&L MESABI 356.70 BLADES FOR PLOWS 289205 02448 2244.623112/20/2018 Mobile Equipment Repair Parts Street Equipment Repair/Mtn 1,520.00 120 WING EDGE 289206 02377 9001.141512/20/2018 Inventory - Parts General Fund 1,876.70 202796 12/21/2018 100084 HANCO 24.46 UNIT 1137 289207 449024 9001.141512/20/2018 Inventory - Parts General Fund 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 12Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202796 12/21/2018 100084 HANCO Continued... 24.46 202797 12/21/2018 100085 HARDWARE HANK 22.98 STREET SIGN INSTALL 289208 1803529 2242.625712/20/2018 Signs & Striping Material Signs-Installation & Mtn 4.76 UNIT 124 289209 1804184 9001.141512/20/2018 Inventory - Parts General Fund 12.48 PARTS FOR NTP ADMIN BATHROOM D 289210 1802399 6146.623312/20/2018 Building Repair Supplies North Plant Building 1.68 NUTS AND BOLTS 289211 1805233 3106.622012/20/2018 Operating Supplies - General Structure Care & Maintenance 20.36 MOUSE TRAPS 289212 1790672 3313.622012/20/2018 Operating Supplies - General Fire Buildings 29.33 SHOP SUPPLIES 289213 1798057 3313.624112/20/2018 Shop Materials Fire Buildings 41.16 SHOP SUPPLIES 289214 1798281 3304.624012/20/2018 Small Tools Bldg/Facilities Maintenance 16.97 289215 1803385 2010.622412/20/2018 Clothing/Personal Equipment General Engineering .99 NUTS/BOLTS 289216 1792286 2010.622412/20/2018 Clothing/Personal Equipment General Engineering 22.28 SHOP SUPPLIES 289217 1803934 3304.624112/20/2018 Shop Materials Bldg/Facilities Maintenance 2.48 RO 1413 289218 1805076 9001.141512/20/2018 Inventory - Parts General Fund 175.47 202798 12/21/2018 100267 HAYES ELECTRIC 604.05 RINK REPAIR PARTS 289219 4256-120318 3109.623912/20/2018 Park Facility Repair Parts Lighting Maintenance 940.00 RINKLIGHT REPAIR LABOR 289219 4256-120318 3109.642812/20/2018 Field/Other Equipment Repair-L Lighting Maintenance 126.54 BLDG REPAIR PARTS 289220 4264 3106.623312/20/2018 Building Repair Supplies Structure Care & Maintenance 564.00 BLDG REPAIR LABOR 289220 4264 3106.642712/20/2018 Building Operations/Repair-Lab Structure Care & Maintenance 2,234.59 202799 12/21/2018 100082 HEALTHPARTNERS 1,630.20 DENTAL ADMIN FEE - JAN 19 289221 85930921 9594.616112/20/2018 Dental self-insurance admin fe Dental Self-insurance 1,630.20 202800 12/21/2018 101708 HONSA LIGHTING SALES & SVC. INC. 97.00 SUPPLIES 289227 86848 3125.622012/20/2018 Operating Supplies - General Trail/Walkway/Lot Maintenance 97.00 202801 12/21/2018 148985 HP INC. 101.00 LAPTOP DOCKING 289222 60697819 1104.666012/20/2018 Office Furnishings & Equipment Patrolling/Traffic 101.00 202802 12/21/2018 145513 IMPACT PRINTING 50.49 PRINTING FORMS 289223 47928 6101.637012/20/2018 General Printing and Binding Water -Administration 50.49 202803 12/21/2018 143243 IMPACT PROVEN SOLUTIONS 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 13Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202803 12/21/2018 143243 IMPACT PROVEN SOLUTIONS Continued... 1,626.12 UTILITY BILL MAILING - NOV 289224 137191 6101.653512/20/2018 Other Contractual Services Water -Administration 1,626.13 UTILITY BILL MAILING - NOV 289224 137191 6201.653512/20/2018 Other Contractual Services San Sewer-Administration 3,252.25 202804 12/21/2018 115233 I-STATE TRUCK CENTER 351.77 UNIT 312 289225 C242560619:01 9001.141512/20/2018 Inventory - Parts General Fund 351.77 202805 12/21/2018 144674 JACKSON & ASSOCIATES LLC 600.00 ROOF REPAIRS 289226 7277-SV 3313.653512/20/2018 Other Contractual Services Fire Buildings 600.00 202806 12/21/2018 153159 JAG FITNESS SERVICES LLC 425.00 JAGFITNESS.OCTANE.REPAIR 289228 130646 6807.623212/20/2018 Small Equipment Repair Parts Fitness Center 425.00 202807 12/21/2018 119878 KATH FUEL 15,858.92 GASOLINE TANK 1 AND 2 289229 642481 9001.141112/20/2018 Inventory - Motor Fuels General Fund 15,858.92 202808 12/21/2018 153540 KLEIN, BRIAN 250.00 11822-OVRPMNT 709 MCFADDENS TR 289230 120418 9220.225012/20/2018 Escrow Deposits Public Utilities 250.00 202809 12/21/2018 140952 LAMPERTS 11.74 LATE FEE FOR BILLING 289231 5126597-112518 3511.668012/20/2018 Mobile Equipment Equip Rev Fd-Dept 11 11.74 202810 12/21/2018 100420 LEAGUE OF MINN CITIES INS TRUST 105,514.00 INSURANCE PREMIUM 3RD INSTALL 289232 40001024-120418 9591.638512/20/2018 Insurance Risk Management 100.00 CLAIM GL65891 289233 4207 9591.638612/20/2018 Insurance Deductible Risk Management 105,614.00 202811 12/21/2018 153542 LEEGWATEER, MATTHEW 139.19 11822-OVRPMNT 906 WILD ROSE CT 289234 120418 9220.225012/20/2018 Escrow Deposits Public Utilities 139.19 202812 12/21/2018 101622 LEHMAN'S GARAGE INC 7,295.93 CLAIM CA69693 289235 3126 9591.638612/20/2018 Insurance Deductible Risk Management 7,295.93 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 14Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202812 12/21/2018 101622 LEHMAN'S GARAGE INC Continued... 202813 12/21/2018 137999 LIBERTY TIRE RECYCLING LLC 93.50 SCRAP TIRE 289236 1493255 9001.141512/20/2018 Inventory - Parts General Fund 199.25 TIRE RECYCLING 289237 1484853 2401.653912/20/2018 Waste Removal/Sanitation Servi Gen/Adm-Central Services 292.75 202814 12/21/2018 153543 LIND, TODD 150.00 11822-OVRPMNT 800 QUAIL RIDGE 289238 120418 9220.225012/20/2018 Escrow Deposits Public Utilities 150.00 202815 12/21/2018 147898 LITIN 455.99 CONCESSION RESALE 289239 504158 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 65.40 CONCESSION RESALE 289240 504158A 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 521.39 202816 12/21/2018 100112 LONE OAK COMPANIES 512.22 PRINT-EBN-Q4-2018 289241 80679 0903.637012/20/2018 General Printing and Binding Eagan Business News 250.00 MAIL-PREP-EBN-Q4-2018 289241 80679 0903.634612/20/2018 Postage Eagan Business News 762.22 202817 12/21/2018 143145 LYLE SIGNS INC. 122.94 SIGN MATERIALS 289242 000922754-08151 8 2242.625712/20/2018 Signs & Striping Material Signs-Installation & Mtn 122.94 202818 12/21/2018 141510 MADISON NATIONAL LIFE 5,270.19 LTD-DECEMBER 2018 289356 8862-1218 9592.615212/20/2018 Life Benefit Accrual 5,270.19 202819 12/21/2018 114678 MAGUIRE, MIKE 146.31 OCT/NOV MILEAGE 289245 111218 0101.635312/20/2018 Personal Auto/Parking Legislative/Policy Development 146.31 202820 12/21/2018 100118 MARKS TOWING 500.00 FORFEITURE CASE 17000623 289243 225242 9115.653812/20/2018 Towing Charges DWI Forfeiture 500.00 202821 12/21/2018 151095 MENARDS-BURNSVILLE 35.34 REC PROGRAM SUPPLY 289244 92936 3048.622712/20/2018 Recreation Equipment/Supplies Adult Softball-Men 61.59 PARK IMPROVEMENTS 289244 92936 3108.625212/20/2018 Parks & Play Area Supplies Park Improvements 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 15Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202821 12/21/2018 151095 MENARDS-BURNSVILLE Continued... 96.93 202822 12/21/2018 100034 MIDWEST COCA COLA 724.68-CONCESSION RESALE 289246 3605206590 6713.685512/20/2018 Merchandise for Resale Concessions 75.00-CONCESSION RESALE 289247 3605206777 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 433.17 CONCESSION RESALE 289248 3605206776 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 502.22-CONCESSION RETURNS 289249 3605206778 6713.685512/20/2018 Merchandise for Resale Concessions 623.17 CONCESSION RESALE 289250 3605205156 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 300.00-CONCESSION RESALE 289251 3605205399 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 75.00-CONCESSION RESALE 289252 3605206100 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 75.00-CONCESSION RESALE 289253 3606204750 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 75.00-CONCESSION RESALE 289254 3607203006 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 468.34 CONCESSION RESALE 289255 3641202048 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 75.00-CONCESSION RESALE 289256 3641202053 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 150.00-CONCESSION RESALE 289257 3641202480 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 150.00-CONCESSION RESALE 289258 3641203501 6713.685512/20/2018 Merchandise for Resale Concessions 75.00-CONCESSION RESALE 289259 3641203639 6713.685512/20/2018 Merchandise for Resale Concessions 75.00-CONCESSION RESALE 289260 3641203708 6713.685512/20/2018 Merchandise for Resale Concessions 75.00-CONCESSION RESALE 289261 3650201966 6713.685512/20/2018 Merchandise for Resale Concessions 75.00-CONCESSION RESALE 289262 3605207147 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 580.78 CONCESSION RESALE 289263 3605207146 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 1,651.79 CONCESSION RESALE 289264 3605206329 6713.685512/20/2018 Merchandise for Resale Concessions 1,255.35 202823 12/21/2018 100133 MIKES SHOE REPAIR 225.00 WORK SHOES-DALE RONNING 289266 11082018 2010.622412/20/2018 Clothing/Personal Equipment General Engineering 169.00 WORK SHOES-D. WESTERMAYER 289267 12122018 2010.622412/20/2018 Clothing/Personal Equipment General Engineering 110.00 UNIFORM BOOTS-BUECKSLER 289268 12042018 3170.211512/20/2018 Clothing Allowance General AdmIn-Parks 504.00 202824 12/21/2018 102753 MINNCOR INDUSTRIES 113.00 ENVELOPES 289265 SOI-075537 0201.621012/20/2018 Office Supplies General & Admn-Admn 113.00 ENVELOPES 289265 SOI-075537 0501.621012/20/2018 Office Supplies General & Admn-Finance 113.00 ENVELOPES 289265 SOI-075537 3001.621012/20/2018 Office Supplies General/Admn-Recreation 113.00 ENVELOPES 289265 SOI-075537 0726.621012/20/2018 Office Supplies Sign Administration 113.00 ENVELOPES 289265 SOI-075537 1001.621012/20/2018 Office Supplies General/Admn-Human Resources 113.00 ENVELOPES 289265 SOI-075537 0820.621012/20/2018 Office Supplies General/Admn-Housing 113.00 ENVELOPES 289265 SOI-075537 2010.622012/20/2018 Operating Supplies - General General Engineering 113.00 ENVELOPES 289265 SOI-075537 0720.621012/20/2018 Office Supplies General Admin-Planning & Zonin 113.00 ENVELOPES 289265 SOI-075537 2401.621012/20/2018 Office Supplies Gen/Adm-Central Services 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 16Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202824 12/21/2018 102753 MINNCOR INDUSTRIES Continued... 113.00 ENVELOPES 289265 SOI-075537 6101.621012/20/2018 Office Supplies Water -Administration 1,130.00 202825 12/21/2018 138393 MINNESOTA DEED 13,125.00 AUG-DEC 18 MIF LOAN - CORVIDA 289269 120118 9118.650812/20/2018 MIF Repayment to State MIF Revolving Loan 1,305.18 MIF LOAN = PURAIR - SEPT 18 289270 09012018 9118.6508 MI00112/20/2018 MIF Repayment to State MIF Revolving Loan 2,610.36 MIF LOAN = PURAIR - OCT-NOV 18 289271 11302018 9118.6508 MI00112/20/2018 MIF Repayment to State MIF Revolving Loan 17,040.54 202826 12/21/2018 147222 MINNESOTA TRUCK AND TRAILER 1,739.26 RO 1411 289274 112925 9001.141512/20/2018 Inventory - Parts General Fund 1,739.26 202827 12/21/2018 121807 MN CLAY COMPANY USA 365.00 PROGRAM SUPPLIES 289272 107476 3081.622712/20/2018 Recreation Equipment/Supplies Arts & Humanities Council 100.38 PROGRAM SUPPLIES 289273 107779 3081.622712/20/2018 Recreation Equipment/Supplies Arts & Humanities Council 465.38 202828 12/21/2018 100682 MN DEPT OF HEALTH 32,424.00 WATER CONNECTION FEE 289275 4TH QTR 2018 9220.227212/20/2018 Water Testing Surcharge Payabl Public Utilities 32,424.00 202829 12/21/2018 120087 MN ENERGY RESOURCES CORP 345.75 FIRE STATION 2 289276 0507084666-0000 1-DEC18 3313.641012/20/2018 Natural Gas Service Fire Buildings 93.24 ART HOUSE 289277 0506085756-0000 1-DEC18 3106.641012/20/2018 Natural Gas Service Structure Care & Maintenance 3,254.10 SOUTH TREATMENT PLANT 289278 0503582559-0000 1-DEC18 6154.641012/20/2018 Natural Gas Service South Plant Building 168.02 BRIDLE RIDGE PARK 289279 0502896570-0000 6-DEC18 3106.641012/20/2018 Natural Gas Service Structure Care & Maintenance 90.11 OLD TOWN HALL 289280 0504848982-0000 1-DEC18 3304.641012/20/2018 Natural Gas Service Bldg/Facilities Maintenance 4,046.03 FIRE STATION 1 289281 0502896570-0000 4-DEC18 3313.641012/20/2018 Natural Gas Service Fire Buildings 2,702.28 CIVIC ICE ARENA 289282 0504859971-0000 1-DEC18 6601.641012/20/2018 Natural Gas Service General/Administrative-Arena 10,699.53 202830 12/21/2018 138430 MN ENERGY RESOURCES CORP (R) 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 17Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202830 12/21/2018 138430 MN ENERGY RESOURCES CORP (R)Continued... 274.75 NOV 2018 NATURAL GAS 289283 0507678830-0000 1-NOV18 9695.641012/20/2018 Natural Gas Service Dakota Co Drug Task Force 257.64 NOV 2018 NATURAL GAS 289284 0504461082-0000 1-NOV18 9695.641012/20/2018 Natural Gas Service Dakota Co Drug Task Force 532.39 202831 12/21/2018 103029 MN FIRE SERVICE CERTIFICATION BOARD 345.00 INSPECTOR TESTS 289285 6250 1223.632012/20/2018 Instructors Training Fire & EMS 345.00 202832 12/21/2018 138821 MN LIFE INSURANCE COMPANY 1,559.25 BASIC LIFE-DECEMBER 2018 289357 DEC18 9592.615212/20/2018 Life Benefit Accrual 1,559.25 202833 12/21/2018 146682 MN LIFE INSURANCE COMPANY 5,164.05 VOL LIFE-DECEMBER 2018 289358 0033843-DEC18 9592.202112/20/2018 Ded Payable - Insurance Benefit Accrual 5,164.05 202834 12/21/2018 153565 MN LIMITED 3,565.00 TEMP HYDRANT 289286 121318 9220.225412/20/2018 Construction Meter Deposits Public Utilities 195.00 TEMP HYDRANT 289286 121318 6101.452112/20/2018 Construction Meter Permit Fees Water -Administration 455.00-TEMP HYDRANT 289286 121318 6101.452112/20/2018 Construction Meter Permit Fees Water -Administration 1,218.00-TEMP HYDRANT 289286 121318 6101.450512/20/2018 Water Sales Water -Administration 45.88-TEMP HYDRANT 289286 121318 6101.450512/20/2018 Water Sales Water -Administration 2,041.12 202835 12/21/2018 153570 MN MECHANICAL LLC 59.00 289292 153106 0801.408712/20/2018 Plumbing General & Admn-Protective Insp 1.00 PLUMBING PERMIT 289292 153106 9001.219512/20/2018 Due to State - Permit Surcharg General Fund 60.00 202836 12/21/2018 145327 MNSPECT LLC 13,218.19 11/26/18-12/7/18 289287 7598 0805.631012/20/2018 Professional Services-General Construction Insp-Field 13,218.19 202837 12/21/2018 151289 MOE, DAN 6.00 MARKETFEST 12/15/18-SNAP EBT 289288 121518 3061.6220 PR00312/20/2018 Operating Supplies - General Market Fest 6.00 202838 12/21/2018 143252 MOSS & BARNETT 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 18Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202838 12/21/2018 143252 MOSS & BARNETT Continued... 904.50 CENTURYLINK MEETING 289289 700686 9701.631112/20/2018 Legal PEG-eligible 904.50 202839 12/21/2018 152976 MRA INTERNATIONAL 1,182.50 REPLACEMENT CPU - FELDMAN 289290 19438 0501.666012/20/2018 Office Furnishings & Equipment General & Admn-Finance 1,182.50 202840 12/21/2018 129168 NOW MICRO INC. 9,088.00 DELL OPTIPLEX 5050 - 8 COMPUTE 289291 2250 9697.666012/20/2018 Office Furnishings & Equipment DCDTF Capital Equipment 9,088.00 202841 12/21/2018 122435 OFFICE DEPOT (R) 54.09 TOWEL, CUP, CREAMER 289293 242960217001 9695.621012/20/2018 Office Supplies Dakota Co Drug Task Force 83.97 COFFEE, BATTERY, MOUSE 289294 242865560001 9695.621012/20/2018 Office Supplies Dakota Co Drug Task Force 138.06 202842 12/21/2018 142091 OFFICE OF MN IT SERVICES 21.60 FOBS-NOVEMBER 2018 289295 DV18110498 0301.656912/20/2018 Maintenance Contracts IT-Gen & Admn 21.60 202843 12/21/2018 151029 OLDENBURG, DEB 491.70 ART SALE VENDOR PAYMENT 289296 111818 3081.2290.112/20/2018 Art House-Pottery Sale taxable Arts & Humanities Council 491.70 202844 12/21/2018 149331 PARISI, JULIET 392.08 ART SALE VENDOR PAYMENT 289297 2018 WINTER ART SALE 3081.2290.112/20/2018 Art House-Pottery Sale taxable Arts & Humanities Council 392.08 202845 12/21/2018 143557 RANDSTAD (R) 1,299.75 EVID TECH 11/25-12/1/18 289298 R24016554 9695.656112/20/2018 Temporary Help-Labor/Clerical Dakota Co Drug Task Force 1,299.75 EVID TECH 12/2-12/8/18 289299 R24041432 9695.656112/20/2018 Temporary Help-Labor/Clerical Dakota Co Drug Task Force 2,599.50 202846 12/21/2018 143983 RED'S SAVOY PIZZA 516.74 CONCESSION RESALE 289300 120118 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 516.74 202847 12/21/2018 152980 REMTECH INC. PEST PROTECTION 250.00 HOLZ SQUIRRELS 289301 11438 3106.642712/20/2018 Building Operations/Repair-Lab Structure Care & Maintenance 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 19Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202847 12/21/2018 152980 REMTECH INC. PEST PROTECTION Continued... 250.00 202848 12/21/2018 145085 RICE LAKE CONSTRUCTION GROUP 3,565.00 TEMP HYDRANT 289302 121318 9220.225412/20/2018 Construction Meter Deposits Public Utilities 195.00 TEMP HYDRANT 289302 121318 6101.452112/20/2018 Construction Meter Permit Fees Water -Administration 390.00-TEMP HYDRANT 289302 121318 6101.452112/20/2018 Construction Meter Permit Fees Water -Administration 906.00-TEMP HYDRANT 289302 121318 6101.450512/20/2018 Water Sales Water -Administration 85.45-TEMP HYDRANT 289302 121318 6101.450512/20/2018 Water Sales Water -Administration 2,378.55 202849 12/21/2018 103065 ROTARY CLUB OF EAGAN 156.00 ROTARY CLUB DUES - OSBERG 289303 2016-2020 0201.647912/20/2018 Dues and Subscriptions General & Admn-Admn 156.00 202850 12/21/2018 102784 RYAN CONSTRUCTION, R.J. 3,565.00 TEMP HYDRANT 289304 121018 9220.225412/20/2018 Construction Meter Deposits Public Utilities 195.00 TEMP HYDRANT 289304 121018 6101.452112/20/2018 Construction Meter Permit Fees Water -Administration 455.00-TEMP HYDRANT 289304 121018 6101.452112/20/2018 Construction Meter Permit Fees Water -Administration 1,026.00-TEMP HYDRANT 289304 121018 6101.450512/20/2018 Water Sales Water -Administration 12.55-TEMP HYDRANT 289304 121018 6101.450512/20/2018 Water Sales Water -Administration 2,266.45 202851 12/21/2018 150474 SCHWARTZ FARM 5.00 MARKETFEST 12/15/18-SNAP EBT 289305 121518 3061.6220 PR00312/20/2018 Operating Supplies - General Market Fest 9.00 MARKETFEST 12/15/18-MEDICA 289305 121518 3061.6220 PR00712/20/2018 Operating Supplies - General Market Fest 14.00 202852 12/21/2018 153568 SCOTT'S BEES AND HONEY 10.00 MARKETFEST 12/15/18-MARKETBUCK 289306 121518 3061.6220 PR00412/20/2018 Operating Supplies - General Market Fest 10.00 202853 12/21/2018 100187 SEH 1,999.12 PROF SVCS 289307 360580 8340.671312/20/2018 Project - Outside Engineering P 1340 Yankee Doodle Rd light 1,999.12 202854 12/21/2018 141461 SHAWN, JACK P 4,080.00 MEN'S BASKETBALL OFFICIALS 289308 121318 3076.632712/20/2018 Sporting Event Officials Adult Basketball-Men 4,080.00 202855 12/21/2018 142493 SIOUX VALLEY ENVIRONMENTAL INC. 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 20Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202855 12/21/2018 142493 SIOUX VALLEY ENVIRONMENTAL INC.Continued... 800.00 POLY BOTH PLANTS 289309 10453 6147.624412/20/2018 Chemicals & Chemical Products North Plant Production 520.00 POLY BOTH PLANTS 289309 10453 6155.624412/20/2018 Chemicals & Chemical Products South Plant Production 1,320.00 202856 12/21/2018 107313 SOLAR SHIELD 319.99 SQUAD 11 TINT 289310 47540 3511.668012/20/2018 Mobile Equipment Equip Rev Fd-Dept 11 319.99 202857 12/21/2018 102392 SPARTAN PROMOTIONAL GROUP, INC. 405.11 PROGRAM SUPPLIES 289311 568214 3097.622712/20/2018 Recreation Equipment/Supplies MRAC Comm Arts Grant 2013-14 764.67 SPARTAN.WEDDINGCUPS 289312 568334 6825.635712/20/2018 Advertising/Publication Marketing 1,169.78 202858 12/21/2018 100326 ST PAUL, CITY OF 180.00 TRAINING PD 289313 IN00032145 1104.647612/20/2018 Conferences/Meetings/Training Patrolling/Traffic 180.00 202859 12/21/2018 121089 STEININGER INC., MAX 3,565.00 TEMP HYDRANT 289314 121318 9220.225412/20/2018 Construction Meter Deposits Public Utilities 195.00 TEMP HYDRANT 289314 121318 6101.452112/20/2018 Construction Meter Permit Fees Water -Administration 520.00-TEMP HYDRANT 289314 121318 6101.452112/20/2018 Construction Meter Permit Fees Water -Administration 1,308.00-TEMP HYDRANT 289314 121318 6101.450512/20/2018 Water Sales Water -Administration 280.04-TEMP HYDRANT 289314 121318 6101.450512/20/2018 Water Sales Water -Administration 1,651.96 202860 12/21/2018 127800 SUPERIOR MECHANICAL COLLISION 185.00 RO 1366 289315 0143394 9001.141512/20/2018 Inventory - Parts General Fund 122.10 RO 1363 289316 0143399 9001.141512/20/2018 Inventory - Parts General Fund 239.76 UNIT 310 289317 092818 9001.141512/20/2018 Inventory - Parts General Fund 546.86 202861 12/21/2018 107307 SVL SERVICE CORPORATION 400.00-HVAC CONTRACT 289318 181214-012 6827.656912/20/2018 Maintenance Contracts Building Maintenance 5,822.75 HVAC CONTRACT 289319 180530-004 6827.656912/20/2018 Maintenance Contracts Building Maintenance 1,256.00 HVAC CONTRACT 289320 181217-007 3313.656912/20/2018 Maintenance Contracts Fire Buildings 6,678.75 202862 12/21/2018 153527 SWARTZ, KURT T 69.97 MAILBOX REIMBURSEMENT 289321 111718 2240.625612/20/2018 Snow Removal/Ice Control Suppl Street Plowing/Sanding 69.97 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 21Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202862 12/21/2018 153527 SWARTZ, KURT T Continued... 202863 12/21/2018 151851 SYSCO-MINNESOTA INC 159.46 PAPER PRODUCTS 289323 247208660 6603.622312/20/2018 Building/Cleaning Supplies Building Repair & Maint. 767.56 MILK/PRETZELS/HOT DOGS 289323 247208660 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 988.21 ICE CREAM/YOGURT/JUICE 289324 247205230 6831.685512/20/2018 Merchandise for Resale Food and Beverage 45.45 CONCESSION RESALE-CANDY 289325 247216456 6609.685512/20/2018 Merchandise for Resale Concession Sales/Vending 1,960.68 202864 12/21/2018 143384 TAYLOR ELECTRIC COMPANY 345.80 ELECT WORK NTP 289322 1293 6146.642712/20/2018 Building Operations/Repair-Lab North Plant Building 345.80 202865 12/21/2018 100107 THYSSENKRUPP ELEVATOR 129.10 MAINT AGREEMENT-DEC18 289326 3004265661 6603.656912/20/2018 Maintenance Contracts Building Repair & Maint. 129.10 ELEVATOR CONTRACT-DEC18 289327 3004268776 3313.656912/20/2018 Maintenance Contracts Fire Buildings 129.10 ELEVATOR CONTRACT-DEC18 289327 3004268776 3316.656912/20/2018 Maintenance Contracts Police 191.07 ELEVATOR CONTRACT-DEC18 289327 3004268776 3315.656912/20/2018 Maintenance Contracts City Hall 258.20 ELEVATOR CONTRACT-DEC18 289327 3004268776 9116.622312/20/2018 Building/Cleaning Supplies Cedar Grove Parking Garage 129.10 ELEVATOR CONTRACT-DEC18 289328 3004268780 6827.656912/20/2018 Maintenance Contracts Building Maintenance 965.67 202866 12/21/2018 153572 TIBBITS, JOSH 800.00 DEVELOPER ESCROW REFUND 289329 121218 9001.2245 J042812/20/2018 Escrow - Private Development F General Fund 800.00 202867 12/21/2018 100475 TKDA 1,210.17 QUARRYSKYHILL ADA ASSESS 289330 002018005088 2852.675112/20/2018 Design & Engineering (External General Park Site Improvmts 1,210.17 202868 12/21/2018 153562 TOTAL COMFORT HEATING AND COOLING 59.00 MECHANICAL PERMIT 289351 153191 0801.408812/20/2018 Mechanical (Heating/Ventilatio General & Admn-Protective Insp 1.00 289351 153191 9001.219512/20/2018 Due to State - Permit Surcharg General Fund 60.00 202869 12/21/2018 100223 TRI STATE BOBCAT 112.52 CHAINSAW REPAIR 289331 W83476 2272.623112/20/2018 Mobile Equipment Repair Parts Tree Trimming 112.52 202870 12/21/2018 146014 UFC FARM SUPPLY 350.00 DEFLECTOR FOR 309 PLOW 289332 78645 3127.623112/20/2018 Mobile Equipment Repair Parts Equipment Maintenance/Repair 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 22Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202870 12/21/2018 146014 UFC FARM SUPPLY Continued... 350.00 202871 12/21/2018 120163 ULINE INC. 335.32 PD OFFICE SUPPLIES 289333 103760153 1107.621012/20/2018 Office Supplies Support Services 536.00 NTP SUPPLIES 289334 103034159 6146.623012/20/2018 Repair/Maintenance Supplies-Ge North Plant Building 871.32 202872 12/21/2018 100912 VERIZON WIRELESS, BELLEVUE 50.94 CELL PHONES 289335 9819679535 1001.635512/20/2018 Cellular Telephone Service General/Admn-Human Resources 221.87 CELL PHONES 289335 9819679535 0201.635512/20/2018 Cellular Telephone Service General & Admn-Admn 243.76 CELL PHONES 289335 9819679535 0301.635512/20/2018 Cellular Telephone Service IT-Gen & Admn 60.94 CELL PHONES 289335 9819679535 0501.635512/20/2018 Cellular Telephone Service General & Admn-Finance 254.70 CELL PHONES 289335 9819679535 0720.635512/20/2018 Cellular Telephone Service General Admin-Planning & Zonin 385.30 CELL PHONES 289335 9819679535 0805.635512/20/2018 Cellular Telephone Service Construction Insp-Field 152.82 CELL PHONES 289335 9819679535 0901.635512/20/2018 Cellular Telephone Service Gen & Admin-Communications 3,241.94 CELL PHONES 289335 9819679535 1108.635512/20/2018 Cellular Telephone Service Communications 610.22 CELL PHONES 289335 9819679535 2010.635512/20/2018 Cellular Telephone Service General Engineering 327.42 CELL PHONES 289335 9819679535 2201.635512/20/2018 Cellular Telephone Service Gen/Adm-Streets 9.14 CELL PHONES 289335 9819679535 2401.635512/20/2018 Cellular Telephone Service Gen/Adm-Central Services 888.76 CELL PHONES 289335 9819679535 3001.635512/20/2018 Cellular Telephone Service General/Admn-Recreation 394.24 CELL PHONES 289335 9819679535 3170.635512/20/2018 Cellular Telephone Service General AdmIn-Parks 61.14 CELL PHONES 289335 9819679535 3170.635512/20/2018 Cellular Telephone Service General AdmIn-Parks 152.82 CELL PHONES 289335 9819679535 3201.635512/20/2018 Cellular Telephone Service Administrative/General 28.72 CELL PHONES 289335 9819679535 3106.634712/20/2018 Telephone Service & Line Charg Structure Care & Maintenance 28.99 CELL PHONES 289335 9819679535 3301.635512/20/2018 Cellular Telephone Service General Management 458.46 CELL PHONES 289335 9819679535 1221.635512/20/2018 Cellular Telephone Service Administration-Fire 50.94 CELL PHONES 289335 9819679535 3071.622712/20/2018 Recreation Equipment/Supplies MN State Arts Board 213.76 CELL PHONES 289335 9819679535 9701.635512/20/2018 Cellular Telephone Service PEG-eligible 292.84 CELL PHONES 289335 9819679535 6101.635512/20/2018 Cellular Telephone Service Water -Administration 152.82 CELL PHONES 289335 9819679535 6128.635512/20/2018 Cellular Telephone Service CMMS - Utilities 50.94 CELL PHONES 289335 9819679535 6136.635512/20/2018 Cellular Telephone Service GIS - Utilities 255.30 CELL PHONES 289335 9819679535 6201.635512/20/2018 Cellular Telephone Service San Sewer-Administration 213.91 CELL PHONES 289335 9819679535 6501.635512/20/2018 Cellular Telephone Service G/A - Water Quality 152.82 CELL PHONES 289335 9819679535 6228.635512/20/2018 Cellular Telephone Service CMMS - Utilities 152.82 CELL PHONES 289335 9819679535 6601.635512/20/2018 Cellular Telephone Service General/Administrative-Arena 50.94 CELL PHONES 289335 9819679535 6716.635512/20/2018 Cellular Telephone Service General Administration 87.10 CELL PHONES 289335 9819679535 6801.635512/20/2018 Cellular Telephone Service General & Administrative 60.94 CELL PHONES 289335 9819679535 9225.635512/20/2018 Cellular Telephone Service Fiber Infrastructure Fund 50.02 DETECTIVE ROUTER NOV 18 289352 9819365087 1105.635512/20/2018 Cellular Telephone Service Investigation/Crime Prevention 35.01 AIR CARDS 289353 9819006076 0901.635512/20/2018 Cellular Telephone Service Gen & Admin-Communications 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 23Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202872 12/21/2018 100912 VERIZON WIRELESS, BELLEVUE Continued... 105.03 AIR CARDS 289353 9819006076 3057.622012/20/2018 Operating Supplies - General Preschool Programs 70.02 AIR CARDS 289353 9819006076 3101.635512/20/2018 Cellular Telephone Service Playground Maintenance 1,470.60 AIR CARDS 289353 9819006076 1104.634912/20/2018 Teleprocessing Equipment Patrolling/Traffic 35.01 AIR CARDS 289353 9819006076 1105.621212/20/2018 Office Small Equipment Investigation/Crime Prevention 2,460.63 AIR CARDS 289353 9819006076 1221.623012/20/2018 Repair/Maintenance Supplies-Ge Administration-Fire 35.01 AIR CARDS 289353 9819006076 1221.635512/20/2018 Cellular Telephone Service Administration-Fire 40.01 AIR CARDS 289353 9819006076 2401.635512/20/2018 Cellular Telephone Service Gen/Adm-Central Services 35.01 AIR CARDS 289353 9819006076 2010.635512/20/2018 Cellular Telephone Service General Engineering 140.04 AIR CARDS 289353 9819006076 0801.635512/20/2018 Cellular Telephone Service General & Admn-Protective Insp 285.08 AIR CARDS 289353 9819006076 2201.635512/20/2018 Cellular Telephone Service Gen/Adm-Streets 35.01 AIR CARDS 289353 9819006076 0301.635512/20/2018 Cellular Telephone Service IT-Gen & Admn 835.00 AIR CARDS 289353 9819006076 0201.635512/20/2018 Cellular Telephone Service General & Admn-Admn 35.03 AIR CARDS 289353 9819006076 3001.635512/20/2018 Cellular Telephone Service General/Admn-Recreation 70.02 AIR CARDS 289353 9819006076 0720.635512/20/2018 Cellular Telephone Service General Admin-Planning & Zonin 70.02 AIR CARDS 289353 9819006076 3170.635512/20/2018 Cellular Telephone Service General AdmIn-Parks 35.01 AIR CARDS 289353 9819006076 0805.635512/20/2018 Cellular Telephone Service Construction Insp-Field 105.03 AIR CARDS 289353 9819006076 3201.635512/20/2018 Cellular Telephone Service Administrative/General 35.01 AIR CARDS 289353 9819006076 9701.635512/20/2018 Cellular Telephone Service PEG-eligible 35.01 AIR CARDS 289353 9819006076 6234.635512/20/2018 Cellular Telephone Service Utility Locates 35.01 AIR CARDS 289353 9819006076 6239.640812/20/2018 Electricity-Lift Stations Lift Station Maintenanc/Repair 25.04 AIR CARDS 289353 9819006076 6239.635212/20/2018 Telephone Circuits Lift Station Maintenanc/Repair 35.01 AIR CARDS 289353 9819006076 6136.635512/20/2018 Cellular Telephone Service GIS - Utilities 35.01 AIR CARDS 289353 9819006076 6147.635512/20/2018 Cellular Telephone Service North Plant Production 70.02 AIR CARDS 289353 9819006076 6101.635512/20/2018 Cellular Telephone Service Water -Administration 35.01 AIR CARDS 289353 9819006076 6716.635512/20/2018 Cellular Telephone Service General Administration 35.01 AIR CARDS 289353 9819006076 6801.635512/20/2018 Cellular Telephone Service General & Administrative 15,594.03 202873 12/21/2018 119144 WASTE MANAGEMENT-SAVAGE (R) 605.27 DEC 2018 WASTE MANAGEMENT 289336 7965743-2282-5 9695.653912/20/2018 Waste Removal/Sanitation Servi Dakota Co Drug Task Force 605.27 202874 12/21/2018 107139 WEGENER, LANE 44.99 HIGH VISIBILITY JACKET 289349 121518 2010.622412/20/2018 Clothing/Personal Equipment General Engineering 44.99 202875 12/21/2018 141852 WENCK ASSOCIATES INC. 234.75 ENGINEERING SERVICES 289337 11808502 6542.6712 P132812/20/2018 Project - Engineering Capital Proj-WQ dedictn-cr1127 234.75 ENGINEERING SERVICES 289337 11808502 6542.6712 P132912/20/2018 Project - Engineering Capital Proj-WQ dedictn-cr1127 234.75 ENGINEERING SERVICES 289337 11808502 6542.6712 P133012/20/2018 Project - Engineering Capital Proj-WQ dedictn-cr1127 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 24Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202875 12/21/2018 141852 WENCK ASSOCIATES INC.Continued... 234.75 ENGINEERING SERVICES 289337 11808502 6542.6712 P133112/20/2018 Project - Engineering Capital Proj-WQ dedictn-cr1127 3,716.40 ENGINEERING SERVICES 289338 11808196 6542.6712 P132112/20/2018 Project - Engineering Capital Proj-WQ dedictn-cr1127 8,426.90 ENGINEERING SERVICES 289339 11808201 6542.6712 P132512/20/2018 Project - Engineering Capital Proj-WQ dedictn-cr1127 1,264.80 PLANNING SERVICES 289340 11808341 6513.631012/20/2018 Professional Services-General Water Quality Plan Update 14,347.10 202876 12/21/2018 104542 WSB & ASSOCIATES, INC. 682.00 OHMANN CIP 289341 R-011216-000-13 2849.675112/20/2018 Design & Engineering (External Ohmann Park 4,989.50 TRAPPBLDGWSB DESIGN SERVICES 289342 R-013080-000-1 2842.675112/20/2018 Design & Engineering (External Trapp Farm Park 1,606.75 SOOLINE DESIGN WSB 289343 R-013005-000-2 2852.675112/20/2018 Design & Engineering (External General Park Site Improvmts 7,278.25 202877 12/21/2018 101755 XCEL ENERGY 12.57 ALEXANDER LIFT STAITON 289344 51-6563387-4-12 1018 6236.640812/20/2018 Electricity-Lift Stations Assist - Streets 226.90 HWY 55 SAN LIFT STATION 289344 51-6563387-4-12 1018 6236.640812/20/2018 Electricity-Lift Stations Assist - Streets 239.47 202878 12/21/2018 101755 XCEL ENERGY 836.02 SIGNALS 289345 51-6563386-3-12 0418 6301.640712/20/2018 Electricity-Signal Lights Street Lighting 836.02 202879 12/21/2018 101755 XCEL ENERGY 2,850.55 STREET LIGHTS 289346 51-6563390-9-12 0318 6301.640612/20/2018 Electricity-Street Lights Street Lighting 2,850.55 202880 12/21/2018 101755 XCEL ENERGY 195.51 FESTIVAL GROUNDS 289347 51-6563391-0-12 0418 3106.640512/20/2018 Electricity Structure Care & Maintenance 166.87 CENTRAL PARK PUMP STATION 289347 51-6563391-0-12 0418 3186.640512/20/2018 Electricity Recreation Program Support 83.74 BAND SHELL 289347 51-6563391-0-12 0418 3106.640512/20/2018 Electricity Structure Care & Maintenance 271.31 CONCESSION STAND 289347 51-6563391-0-12 0418 3106.640512/20/2018 Electricity Structure Care & Maintenance 3,450.12 WELL #20 289347 51-6563391-0-12 0418 6148.640912/20/2018 Electricity-Wells/Booster Stat North Well Field 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 25Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 202880 12/21/2018 101755 XCEL ENERGY Continued... 10,116.01 ECC-ELECTRICITY 289347 51-6563391-0-12 0418 6824.640512/20/2018 Electricity Utilities 3,519.47 ECC-NATURAL GAS 289347 51-6563391-0-12 0418 6824.641012/20/2018 Natural Gas Service Utilities 17,803.03 202881 12/21/2018 101755 XCEL ENERGY 11.31 SKYLINE RD HOCKEY RINK 289348 51-6563384-1-12 0418 3104.640512/20/2018 Electricity Site Amenity Installation 11.31 MCKEE ST ICE RINK LIGHTS 289348 51-6563384-1-12 0418 3104.640512/20/2018 Electricity Site Amenity Installation 82.38 QUARRY PARK 289348 51-6563384-1-12 0418 3106.640512/20/2018 Electricity Structure Care & Maintenance 105.00 202882 12/21/2018 101755 XCEL ENERGY 19,930.30 STREET LIGHTS NEW CONSTRUCTION 289350 51-0012483373-7 -120418 8245.671812/20/2018 Project - Other Charges P1245 Quarry Rd 19,930.30 20181202 12/21/2018 150536 MONEY MOVERS INC. 81.00 NOVEMBER 2018 289359 114241 6807.432112/21/2018 Memberships-Taxable Fitness Center 81.00 20181217 12/21/2018 138388 VANCO SERVICES LLC 234.26 NOVEMBER 2018 289360 00009299398 6101.653512/21/2018 Other Contractual Services Water -Administration 234.26 20185227 12/21/2018 100283 BERKLEY ADMINISTRATORS 155,000.00 WC ADVANCE 289367 122018 9593.165012/21/2018 Worker's Comp Advance to DCA Workers' Compensation Self-In 155,000.00 20185678 12/21/2018 147907 SELECT ACCOUNT 3,403.33 FLEX REIMBURSEMENT 289361 122018 9592.221512/21/2018 Flex Plan Withholding Payable Benefit Accrual 3,403.33 20185679 12/21/2018 147907 SELECT ACCOUNT 1,254.00 MONTHLY FEES 289362 122118 9592.653612/21/2018 Flex Plan Administration Fee Benefit Accrual 1,254.00 12/20/2018City of Eagan 15:44:01R55CKR2LOGIS102V 26Page -Council Check Register by GL Check Register w GL Date & Summary 12/21/201812/17/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20186013 12/21/2018 100901 MN DEPT OF REVENUE Continued... 1,358.00 SALES TAX NOV 2018 289363 SALES TAX-NOV18 9001.227012/21/2018 Sales Tax Payable General Fund 49.00 TRANSIT TAX NOV 2018 289363 SALES TAX-NOV18 9001.227112/21/2018 Transit Imprv Tax General Fund 5,169.00 SALES TAX NOV 2018 289363 SALES TAX-NOV18 9220.227012/21/2018 Sales Tax Payable Public Utilities 188.00 TRANSIT TAX NOV 2018 289363 SALES TAX-NOV18 9220.227112/21/2018 Transit Imprv Tax Public Utilities 2,316.00 SALES TAX NOV 2018 289363 SALES TAX-NOV18 9221.227012/21/2018 Sales Tax Payable Civic Arena 77.00 TRANSIT TAX NOV 2018 289363 SALES TAX-NOV18 9221.227112/21/2018 Transit Imprv Tax Civic Arena 8,697.00 SALES TAX NOV 2018 289363 SALES TAX-NOV18 9223.227012/21/2018 Sales Tax Payable Central Park/Community Center 313.00 TRANSIT TAX NOV 2018 289363 SALES TAX-NOV18 9223.227112/21/2018 Transit Imprv Tax Central Park/Community Center 18,167.00 20187013 12/21/2018 100901 MN DEPT OF REVENUE 457.16 FUEL TAX (CENT SV) NOV 18 289364 FUEL TAX - NOV 2018 2244.623512/21/2018 Fuel, Lubricants, Additives Street Equipment Repair/Mtn 7.34 FUEL TAX (EQUIP) NOV 18 289364 FUEL TAX - NOV 2018 3128.623512/21/2018 Fuel, Lubricants, Additives Vehicle Maintenance 11.01 FUEL TAX (EQUIP) NOV 18 289364 FUEL TAX - NOV 2018 3127.623512/21/2018 Fuel, Lubricants, Additives Equipment Maintenance/Repair 12.13 FUEL TAX (SEWER) NOV 18 289364 FUEL TAX - NOV 2018 6232.623512/21/2018 Fuel, Lubricants, Additives Equipment Maintenance/Repair 487.64 20188548 12/21/2018 151185 HEALTHPARTNERS INC 2,885.19 DENTAL CLAIMS REIMBURSEMENT 289365 121718 9594.615812/21/2018 Dental Insurance Dental Self-insurance 2,885.19 20189013 12/21/2018 147691 HR SIMPLIFIED INC. 248.68 ADMIN FEES NOV 2018 289366 58469 9592.653612/21/2018 Flex Plan Administration Fee Benefit Accrual 248.68 2,955,942.00 Grand Total Payment Instrument Totals Checks 2,955,942.00 Total Payments 2,955,942.00 12/20/2018City of Eagan 15:44:11R55CKS2LOGIS100 1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. 12/21/201812/17/2018 - Company Amount 225,627.7109001GENERAL FUND 923.0009115DWI Forfeiture 258.2009116CEDAR GROVE PARKING GARAGE 17,040.5409118MIF REVOLVING LOAN 31,059.8009197ETV 146,491.9109220PUBLIC UTILITIES 22,073.5909221CIVIC ARENA 2,352.2809222CASCADE BAY 30,259.4309223CENTRAL PARK /COMMUNITY CENTER 60.9409225FIBER INFRASTRUCTURE FUND 8,488.4209328PARK SYS DEV AND R&R 331.7309335EQUIPMENT REVOLVING 8,688.7609336GENERAL FACILITIES RENEW & REP 1,466.67-09337 COMMUNITY INVESTMENT 1,456,556.3409353POLICE & CITY HALL REMODEL 352,131.8909372REVOLVING SAF-CONSTRUCTION 112,909.9309591RISK MANAGEMENT 367,574.3509592BENEFIT ACCRUAL 155,000.0009593WORKERS' COMPENSATION SELF-INS 4,515.3909594Dental Self-insurance 5,976.4609695DAK CO DRUG TASK FORCE 9,088.0009697DCDTF Capital Equipment Report Totals 2,955,942.00 Agenda Information Memo January 2, 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:  Agreement with United Business Mail for mailing services  Agreement with LeadsOnline LLC for access to and use of an electronic crime reporting and investigation system  Agreement with Starry Electric, Inc. for installation of Thresher Fields light poles  Agreement with Electric Systems of Anoka for electrical installation of Thresher Fields light poles Attachments: (0) The contracts are available from the City Clerk’s Office. Agenda Information Memo January 2, 2019, Eagan City Council Meeting CONSENT AGENDA: E. Adopt A Resolution Accepting A Donation From An Eagan Citizen To Support The Police K9s. Action To Be Considered: Adopt a resolution accepting a $1,000 cash donation from Patricia Judge in honor of her late husband Gregg and direct the funds to revenue account number 1102.2862 for accounting purposes. Facts:  Patricia and her late husband, Gregg, are longtime Eagan Residents.  On December 12, 2018, Ms. Judge donated $1,000 to be used for our canine program.  By approving the resolution, the funds will be transferred into revenue account number 1102.2862 for accounting purposes.  The City seeks approval to accept the donation. Attachments: (1) E-1 Resolution CITY OF EAGAN RESOLUTION ACCEPTING DONATION TO THE CITY OF EAGAN Patricia Judge WHEREAS, the City Council of the City of Eagan encourages public donations to help defray the costs to the general public of providing services in Eagan; and WHEREAS, Patricia Judge has presented the police department with a donation in the amount of $1,000 in memory of her husband Gregg Judge. The funds will be used to support the Police Department’s Canine Program. WHEREAS, Minnesota Statutes §465.03 requires that all gifts and donations of real or personal property be accepted only with the adoption of a resolution approved by two-thirds of the members of the City Council; and NOW, THEREFORE, BE IT RESOLVED by the City Council of Eagan, Dakota County, Minnesota, that the donation is hereby accepted for use by the City; BE IT FURTHER RESOLVED, that the City sincerely thanks Patricia Judge for the gracious and generous donation in memory of her husband Gregg. ADOPTED this 2nd day of January, 2019. CITY OF EAGAN CITY COUNCIL By: ____________________ It’s Mayor Attest: __________________ It’s Clerk Motion by: Seconded by: Those in Favor: Those Against: Date: Agenda Information Memo January 2, 2019 City Council Meeting CONSENT AGENDA F. Approve Change Order #6 for Project 18-06, Police Department and City Hall Renovation Action to Be Considered: Approve change order #6 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 $59,975.72. The most significant change relates to the rerouting of the storm drainage system under the new lobby addition. The other specific changes are noted in the attached letter from Wold Architects.  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.  Given the change orders associated with the first phase of the project were greater than anticipated, the total project budget is being reviewed to ensure adequate contingency dollars will be available for the remaining phase of work start ing next spring.  The change order has been reviewed by Wold Architects and the City’s project leadership team, and found to be in order for favorable Council action. Attachments: CF-1 Wold Architects, Summary of Change Order January 2, 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 #33 During coordination of the detention area, the hardware sets were adjusted to be the same system as the rest of the doors per Owner request. This cost represents the changes in the hardware and electrical connections for those doors. Add $ 4,133.41 PR 40.1 During demolition, the portion of the curtain wall in the upper level Police Department that was previously covered by a gypsum board wall had a film on the window that did not allow light through. This cost represents the replacement of that glass in order to provide vision glass in that office. Add $ 4,066.00 PR #45 This is a credit for the adjustment from v-scored concrete block to standard style. Deduct ($1,200.00) PR #46 During the construction of the new entry addition of the City Hall, a storm sewer that was uncovered. This cost represents the time and material cost to re-route the drain to avoid conflict with the new addition. Add $29,106.39 PR #51 During construction coordination, the window openings on the upper level of the Police Department were adjusted. This credit is represents the decrease in need for demolition, temporary structural support, and labor. Deduct ($3,434.70) PR #60 Due to the existing mechanical systems near the evidence area, it was decided that a gypsum board wall above the pass through lockers would provide the most secure solution due to its flexibility around duct work in comparison to concrete block walls. This credit represents the substitution of materials. Deduct ($1,435.00) PR #61 During construction, floor openings needed supplementary reinforcement. Part of this cost represents this added structural component. Additionally, the structural connection between the existing building and the SWAT garage needed to be modified. This is also represented in this overall cost. Add $10,592.85 PR #68 PR #68.1 Per Owner request, the door to the case management room was relocated. There was also a small gypsum board wall added behind casework between the Police building and the new garage to maintain its separation. This cost represents these adjustments. Add $ 823.90 $ 481.50 Letter to Dianne Miller Page 2 PR #70 Per Owner request, additional phone jacks were added to the scope of the project. This cost reflects that change. Add $1,315.03 PR #74 Minor adjustments to the grading and curb style at the southeast corner of the Police building due to the elevation of the catch basin. This cost represents this change. Add $2,780.04 PR #78 During construction, there were electrical connections that needed to be adjusted due to the relocation of some equipment and coordination of furniture placement. This cost is for those changes. Add $2,620.38 PR #82 Per Owner request, additional outlets were added to the pass through lockers between Intake and Computer Forensics to increase receptacles for power to electronics waiting to be processed. Add $ 268.30 PR #83 An existing penetration in the mechanical yard in the upper level of the Police Department was no longer required and needed to be capped. This cost represents the additional steel required for capping. Add $2,687.31 RFI 169 When the storage room off the multipurpose room was changed to be a kitchenette, condensate pipe needed to be relocated out of this area. This cost is for this relocation. Add $2,074.97 RFI 173 The steel plates that serve as the structural connection between the new and existing building needed to be enlarged to fit around the existing precast plank. This represents the cost for this adjustment. Add $4,265.02 RFI 174 Due to existing conditions, a column baseplate needed to be modified in order to properly connect to the structural grade beam. This cost reflects this modification. Add $ 830.32 Total Change Order No. 6 $59,975.72 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: Melissa Stein, Wold Amanda Marcott, Wold MV/CI_Eagan/172086/crsp/jan19 Agenda Information Memo January 2, 2019 Eagan City Council Meeting CONSENT AGENDA G.Authorize submittal of FY 2019 Community Development Block Grant (CDBG) Application Action To Be Considered: To authorize submittal of the City’s FY 2019 Community Development Block Grant (CDBG) Application and adopt a Resolution approving the funding application request. Facts: The US Department of Housing and Urban Development (HUD) provides block grant funding for programs that conform to national objectives and for eligible activities that meet Community Development Block Grant (CDBG) Program regulations. The City of Eagan’s CDBG allocation is administered through a subrecipient agreement with the Dakota County CDA. The coordination of the program by the CDA permits cities within the County to focus on eligible activities unique to their situations and the CDA is able to balance the activities countywide to ensure that the overall County allocation meets all HUD eligibility requirements. The CDBG fiscal year begins July 1. The application deadline to the CDA for local governments is January 18, 2019. A resolution adopted by the City Council is required to finalize the application. Estimated allocations are rebalanced yearly by the previous year’s allocation and population changes. The Dakota County CDA estimates Eagan’s allocation for 2019 to be $212,579. Final allocations will not be known until Federal budgets are approved. Proposed Program Funding: Housing Rehabilitation: The CDA administers a County-wide housing rehabilitation program that assists income qualified households with eligible housing upgrades. Funding for this program comes from two sources – a base amount allocated by the CDA and additional funds designated from CDBG allocations of the individual cities. City staff suggests continuing to fund this program for FY 2019 with approximately 83.5% of Eagan’s funding allotment. However, any increases or reductions as a result of final federal appropriations are anticipated to impact this activity. Public Service Programs: The Eagan Parks and Recreation Department is proposing a budget of $35,000, equal to what has been proposed in previous years, to fund successful Public Service programs that serve seniors and youth. These programs include: o Youth and after school programming at Dakota and Blackhawk Middle Schools o Homeless youth programming held at Dakota Woodlands Homeless shelter o Pre-school programming at Eagan facilities o Senior service and enrichment activities held at various senior centers and municipal buildings. A more detailed description of each Public Service program and proposed funding allocation is attached. A proposed budget for all requested programs is attached along with previous years funding allocations. Attachments: (3) CG-1 Proposed FY 2019 CDBG application budget CG-2 Public Service Programming Proposal FY2019 CG-3 Resolution Authorizing FY 2019 Application City of Eagan 2019 Proposed Community Development Block Grant Fund Budget Activity Budget '16 Budget '17 Budget '18 Proposed Budget '19 Housing Rehabilitation $148,077 $160,310 $163,397 $177,579 Weatherization Plus*$5,000 Youth and Family Development Services After school programs $18,000 $18,000 $18,000 $22,000 Homeless youth programming $4,000 $4,000 $4,000 $5,500 Senior services*$10,500 $10,500 $10,500 $2,000 Preschool programming $2,500 $2,500 $2,500 $5,500 Total $188,077 $195,310 $198,397 $212,579 $35,000 % of Total 16.5% *note: remaing Weatherization Plus pilot program funding was shifted into Housing Rehabilitation by the CDA and program terminated Public Service Activities Total Public Service Activities (should not exceed 18% of total budget) CDBG Public Service Programming 2019/20 Youth After School Programming CDBG funds will be used to support 200 youth in afterschool and summer programs held at Dakota Hills Middle School and Blackhawk Middle School located in the City of Eagan. 55 % of the student participants will be eligible for funding based on income levels per the self- certification document (meeting CDBG Low/Mod Household Income requirements). These programs will be co-developed by the City of Eagan Recreation Supervisor, Independent School District 196’s (ISD 196) Dakota Hills Middle School and Blackhawk Middle School staff and with student stakeholders. Coordination will be the sole responsibility of the City of Eagan Recreation Supervisor and City Staff. Program staffing will be a combination of ISD 196 and Eagan Parks and Recreation employees. Specialty instructors will also be added to programs specific to each session’s focus. The recreation based program will include activities such as sports, games, art, dance, science, video production, homework help, leadership development, field trips, etc. targeting youth who are underserved and/or disenfranchised from school and community. The goal of the program is to engage youth in activities that will improve their connection to school and community in a safe learning environment. In addition, the youth will be taught by both adult and teens who will serve as appropriate role models encouraging healthy youth development. Transportation home is also provided for participants and for all field trips. Budget Itemized Use of Funds/Expenses Costs CDBG Funds Requested 2015 Spend Down Funds Program Revenue Funds Staff wages for 40 weeks of afterschool and summer programming $16,600 $8,400 $5,000 $3,200 School District contractual salaries for 5 weeks of programming $1,200 $1,200 Independent contractors $800 $800 Admission Fees for participants $600 $600 Recreation equipment and supplies $1,500 $1,500 Transportation for participants $9,500 $9,500 Total 30,2000 $22,000 $5,000 $3,200 Homeless Youth Programming CDBG funds will be used to support a year round recreation program for 150 children, two (2) years of age through seventeen (17) years of age. The year round program will be held at Dakota Woodlands homeless shelter in Eagan, Minnesota. One hundred per cent of the children participating in the program will be current residents of the homeless shelter (meeting CDBG Low/Mod Household Income requirements). The goal of the program is to offer recreational opportunities for children to help develop physical and social skills in a safe environment. Activities of the program will be developed by City of Eagan and Dakota Woodlands staff. Led by City of Eagan staff and specialty instructors, activities will include art, fitness, sports and games and field trips. Budget Seniors Services The City of Eagan provides programming for a growing senior population within the City. The program goal is to help provide opportunities that focuses on keeping the senior population active, challenged, connected and independent. Program activities focus on health and wellness such Tai Chi Strength/Balance/Yoga, Fit for Life, watercolor painting, nutrition, and personal development and lifelong learning classes. In addition, the programs help to meet the needs of working seniors by offering program times outside the Monday through Friday 9:00 -5:00 p.m., and outreaches to participants living in senior living facilities. Current programs locations include facilities within the City of Eagan Municipal Buildings, three senior housing complexes and other rental spaces in the City of Eagan. Presently, the senior housing facilities sites include; O’Leary Manor Senior Housing and Gramercy Park Cooperative and Stonehaven with plans to extend to two new facilities in the City of Eagan. These supportive and enriching programs have become very popular and are in high demand. Although the program activities have become more reliant on fee revenue, the City is requesting CDBG funds to continue to keep the programs accessible for seniors. Itemized Use of Funds/Expenses Costs CDBG Funds Requested 2015 Spend Down Funds Other Funding Sources Staff wages $5,200 $3,200 $2,000 Independent contractors $500 $500 Admission fees $550 $550 Transportation $600 $600 Recreation equipment and supplies $650 $650 Total: $7,500 $5,500 $2,000 Budget Pre-School Programming The program funding is designed to defray preschool costs to 6 underserved families with 2-5 year olds. Eligibility requirements will be verified with the same self-certification used in the after school programming. The program is run and administered year-round through the Eagan Parks and Recreation Department in City of Eagan facilities. Budget Itemized Use of Funds/Expenses Costs CDBG Funds Requested 2015 Spend Down Funds Program Revenue Funds Seasonal Staff Salaries $35,750 6,000 $29,750 Building Rental $13,000 2,000 $11,000 Recreation equipment and supplies $2,500 $2,500 Total: $51,250 $2,000 $6,000 $43,250 Itemized Use of Funds/Expenses Costs CDBG Funds Requested 2015 Spend Down Funds Program Revenue Funds Seasonal Staff Salaries $32,554 $5,500 $27,054 Building Rental $3,547 $3,547 Recreation equipment and supplies $1,820 $1,820 Total: $37,921 $5,500 $32,421 RESOLUTION NO. _________ CITY OF EAGAN A RESOLUTION APPROVING THE APPLICATION FOR FISCAL YEAR 2019 DAKOTA COUNTY COMMUNITY DEVELOPMENT BLOCK GRANT FUNDING WHEREAS, the City of Eagan is a participating jurisdiction with the Dakota County Community Development Block Grant (CDBG) Entitlement Program for Fiscal Year 2019 (ending June 30, 2020); and WHEREAS, the Dakota County Community Development Agency (CDA) is a Subgrantee of Dakota County for the administration of the CDBG Program; and WHEREAS, the Dakota County CDA has requested Fiscal Year 2019 CDBG applications be submitted by January 18, 2019, based on an allocation of funds approved in the Annual Action Plan. NOW, THEREFORE, BE IT RESOLVED that the City of Eagan hereby approves the following: 1. The Fiscal Year 2019 CDBG application is approved for submission to the Dakota County CDA. 2. The City Administrator for the City is authorized to execute the application and all agreements and documents related to receiving and using the awarded CDBG funds. 3. The Dakota County CDA is designated as the administrative entity to carry out the CDBG program on behalf o the City/Township, subject to future Subrecipient Agreements that may be required for specific CDBG-funded activities. Motion by: Second by: Those in Favor: Those Against: CERTIFICATION I, Mike Maguire, Mayor and Christina M. Scipioni, City Clerk, City of Eagan, Dakota County, Minnesota, do hereby certify that the foregoing resolution was duly passed and adopted by the Eagan City Council in a regular meeting thereof assembled this 2nd day of January, 2019. ______________________________ Mike Maguire, Mayor ______________________________ Christina M. Scipioni, City Clerk Agenda Information Memo January 2, 2019, Eagan City Council Meeting CONSENT AGENDA H. Approve On-Sale Liquor and Sunday License for Cielito Lindo Restaurant, LLP doing business as Cielito Lindo, 1981 Silver Bell Road, Suite 1200 Action To Be Considered: To approve an On-Sale Liquor and Sunday License for Cielito Lindo Restaurant, LLP doing business as Cielito Lindo, located at 1891 Silver Bell Road, Suite 1200. Facts:  Eloy Bravo, owner of Cielito Lindo Restaurant, LLP, has applied for an On-Sale Liquor and Sunday License for his restaurant located at 1891 Silver Bell Road, Suite 1200. The establishment currently holds an On-Sale Liquor License under its previous name, Cosmos Diner, LLC.  All required documents have been submitted, reviewed and deemed in order by City staff and the Police Department. Attachments: (0) Agenda Information Memo January 2, 2019 Eagan City Council Meeting CONSENT AGENDA I. Project 1307, Lone Oak Circle Street Improvements Action To Be Considered: Receive the Draft Feasibility Report for Project 1307 (Lone Oak Circle - Street Improvements) and schedule a public hearing to be held on February 5, 2019. Facts:  On June 5, 2018, the City Council directed staff to prepare a feasibility report considering the rehabilitation of Lone Oak Circle, a commercial-industrial cul-de-sac street in northern Eagan located north of Lone Oak Road and east of Lexington Avenue.  A structural mill and overlay of these streets is programmed for 2019 in the City of Eagan’s 5-Year CIP (2019-2023).  A draft Feasibility Report has been prepared and is being present ed to the Council for their consideration of scheduling a public hearing for Tuesday, February 5, 2019.  An informational neighborhood meeting will be held with the adjacent property owners prior to the formal public hearing to review and discuss the propos ed improvements. Attachments (1) CI-1 Draft Feasibility Report F Report for Lone Oak Circle Commercial Street Revitalization City Project No. 1307 January 2, 2019 %b EAGAN F Report for Lone Oak Circle Commercial Street Revitalization City Project No. 1307 January 2, 2019 %b * + , ,EAGAN To: Honorable Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: Jan. 2, 2019 Re: Lone Oak Circle Street Revitalization City Project No.: 1307 Attached is the feasibility report for the Lone Oak Circle Street Revitalization, City Project No. 1307. 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: Jan. 2, 2019 Re: Lone Oak Circle Street Revitalization City Project No.: 1307 Attached is the feasibility report for the Lone Oak Circle Street Revitalization, City Project No. 1307. 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/Perm its......................................................................................................6 Feasibility/Recommendations......................................................................................6 CostEstimate...............................................................................................................6 Assessments................................................................................................................7 AssessmentFinancing 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 Lone Oak Circle Project # 1307 Street Area 7,154 Sq. Yds. Street Length 1,288 Feet Streets Included I Lone Oak Circle Constructed 1969, 1999 Reconstructed 2000 Crack Sealed - Seal Coated 2005, 2012 Absolute Location S % of Section 2 Township 27, Range 23 Relative Location East of Lexington Avenue North of Lone Oak Road Project Details • Roadway resurfacing (Full width mill & PCI Rating 39/100 2" overlay) Recommended Resurfacing• Replacement of damaged curb & gutters Improvement $ 26,800 • Adjustment/Replacement of: Curb Removal 14% Scope o Sanitary/Storm sewer - $ 8,000 Total $ 169,700 $ 111,526 (66%) o Utility castings o Watergate valves o Street signage Commercial Lots 11 • Replacement of damaged commercial driveway entrances Cost Estimate/ Revenue Lone Oak Circle 1 Property City Mill & Overlay w/ Signage $ 116,100 $ 92,726 $ 23,374 Repair Existing Concrete Curb & Gutter $ 26,800 - $ 26,800 Driveway Entrance Repairs $ 18,800 I $ 18,800 - Utility Improvements $ 8,000 - $ 8,000 Total $ 169,700 $ 111,526 (66%) $ 58,174 (34%) Lone Oak Circle 1 Jan. 2, 2019 Neighborhood Street Revitalization Lone Oak Circle 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 1,288 feet of commercial roadway in the Lone Oak Circle area in North-Eastern Eagan has been identified for 2019 street revitalization improvements. Figure 1, located in Appendix C, illustrates the project location. The northern 488' of street was originally constructed in 1969 and overlayed in 2000. The southern section of street was 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 19 to 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 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. Lone Oak Circle 2 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 1,288 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, concrete driveway apron repairs, and replacement of street signage. Area to Be Included Properties included in the project lie within the S % of Section 2, lying East of Lexington Avenue, North of Lone Oak 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 2018 PCI rankings for the street segments have a weighted average pavement condition rating of 39, 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 Lone Oak Circle 3 2019 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. Proposed Improvements Pavement - The proposed street improvements shown in Figure 3. The existing street section for this roadway consists of 4-1/2" bituminous pavement supported by 24" gravel base. The entire existing bituminous surface will be milled to accommodate a 2 -inch bituminous overlay. The overlay, combined with the existing street section, will provide a street section consistent with current City standards for commercial 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 14% 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 few manhole structures that require new castings and doghouse repairs due to deterioration. These manholes will be financed through the Combined Utility Fund. Lone Oak Circle 4 Driveway Replacement — Many of the adjacent properties have concrete driveway aprons that are in disrepair, and are proposed to be repaired/replaced. 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 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. Street Lights — The street lights in the project area (maintained by Xcel Energy) 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). Lone Oak Circle 5 The streets in this commercial were reviewed to determine if additional Complete Streets opportunities are available and/or feasible. The streets are generally 44' wide and are primarily intended for commercial/industrial and truck traffic. There is a trail located along Lone Oak Road that connects 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 area 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 right-of-way permit from Dakota County will be required to perform the work within the Lone Oak 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 (2019 — 2023) 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: Lone Oak Circle • Mill & Overlay........................................................................ $ 116,100 • Repair Existing Concrete Curb & Gutter ................................ $ 26,800 • Commercial Driveway Repairs ............................................... $ 18,800 • Utility Improvements............................................................. 8,000 Total........................................................................... $ 169,700 Lone Oak Circle 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 commercial roadways. All assessments will be revised based on final costs. A preliminary assessment roll is included in Appendix B. City Special Assessment Policy Mill & Overlay—Commercial & Industrial Repair Existing Concrete Curb & Gutter Commercial Driveway Repairs Utility Improvements Assessment Ratio Property City 100% - - 100% 100% - 100% Commercial/Industrial Parcels — All commercial/industrial properties (11 total) as shown on Figure 2, adjacent to, or having access on to the 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 commercial roadways, regardless of width. The estimated cost per net acre, based on the City's Assessment Policy, is $1,385/ net acre and is calculated as follows: • Total Front Feet (F.F.) = 2,576 F.F. • Total Net Acreage = 66.95 acres • C/I Streets = 2,093 F.F., 44' f -f width • An early deterioration credit (5% per year) is proposed for the northern 488' (976 F.F.) of Lone Oak Circle because the pavement condition has deteriorated prior to the anticipated 20 -year pavement life cycle (1/20=5%). o 976 F.F. (488'x2) of Lone Oak Circle deteriorated 1 year before its 20 year life expectancy. o The early deterioration adjustment factor for the area is (976 F.F. x 1/20) / 2,576 F.F.' = 1.9% o 100% - 1.9% = 98.1%. Mill & Overlay — (C/1) o 2,093' C/I Frontage / 2,576' Total Frontage = 81.3% C/I Frontage o $116,100 (Mill & Overlay Costs) x 100% (Assessment Rate) x 81.3% (C/I frontage) x 98.1% (Early Deterioration) = $92,596 o $92,596 / 66.95 net acres = $1,383.06, rounded to $1,385 / net acre (C/1) The remaining frontage within the project area (483' or 18.7%) is considered non- assessable under the City's Assessment Policy. Lone Oak Circle 7 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 $18,800 or $160/ SY and is calculated as follows: Total area of concrete driveway apron repair = 117.5 SY Total concrete driveway apron cost = $18,800 • Total cost/SY = $160.00, rounded to $160/ 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 ten years for Commercial/Industrial owners. In 2018, the interest rate was set at 4.5%. The 2019 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 commercial/industrial assessment for every $1,000 assessed, with an estimated 4.5% interest for the assessed amounts, and assumes 14 months interest for the first year: Per $1,000 assessed: Principal / Year Interest / Year Cost / Year 11t Year I $100 I $53 ! $153 loth Year $100 $5 $105 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 $50,174. The Combined Utility Fund will finance the estimated $8,000 utility improvements. Lone Oak Circle 8 Project Cost ' Property Assessment City Contribution Mill and Overlay (Including Signage) $ 116,100 $ 92,726 $ 23,374 1 Repair Existing Curb & Gutter $ 26,800 - $ 26,800 Driveway Apron Repairs $ 18,800 $ 18,800 - Utility Improvements $ 8,000 - $ 8,000 Totals $ 169,700 $ 111,526 $ 58,174 The Major Street Fund will finance the estimated street related project deficit of $50,174. The Combined Utility Fund will finance the estimated $8,000 utility improvements. Lone Oak Circle 8 Project Schedule Present Feasibility Report to City Council/ OrderPublic Hearing.......................................................................................... Jan. 2, 2019 Informational Meeting..................................................................................... Jan. 28, 2019 PublicHearing....................................................................................................Feb. 5, 2019 Approve Plans and Specifications....................................................................Feb. 19, 2019 BidDate........................................................................................................ March 28, 2019 AwardContract.................................................................................................April 2, 2019 StartConstruction............................................................................................. May 1, 2019 ProjectCompletion.......................................................................................... August, 2019 Final Cost Report........................................................................................September, 2019 Final Assessment Hearing......................................................................................Fall, 2019 First Payment Due with Property Tax Statement ........................................... May 15, 2020 Lone Oak Circle 9 Appendix A Preliminary Cost Estimate City Project 1307 Lone Oak Circle Item No. Item Unit Unit Price Qty Estimated Cost 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 2504.602 Repair Gate Valve Mid Section 2504.602 Repair Gate Valve Top Section w/Cover 2506.602 Adjust Frame and Ring Casting (Manhole) 2563.601 Traffic Control SP -1 Signage Remove and Replace Subtotal 5% Contingency Subtotal 30% Indirect Costs Part I - Bituminous Street Overlay LS $ 6,000.00 1 $ 6,000.00 SY $ 6.00 178 $ 1,068.00 SY $ 2.00 7154 $ 14,308.00 GAL $ 2.75 465 $ 1,278.75 TON $ 52.00 886 $ 46,072.00 TON $ 100.00 54 $ 5,400.00 EA $ 250.00 3 $ 750.00 EA $ 500.00 1 $ 500.00 EA $ 425.00 1 $ 425.00 EA $ 700.00 7 $ 4,900.00 LS $ 4,000.00 1 $ 4,000.00 LS $ 325.00 1 $ 325.00 $ 85,026.75 $ 4,251.34 $ 89,278.09 $ 26,783.43 $ 116,061.51 Item No. Item Unit Unit Price Qst Estimated Cost Part II - Repair Existing Curb & Gutter 2104.501 Remove Concrete Curb and Gutter LF $ 10.00 420 $ 4,200.00 2104.505 Remove Concrete Driveway /Valley Gutter SY $ 14.00 8 $ 112.00 2211.501 Aggregate Base, CI.5 (100% Crushed) TON $ 25.00 10 $ 250.00 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 100.00 16 $ 1,600.00 2504.602 Irrigation Repair EA $ 160.00 2 $ 320.00 2506.602 Adjust Frame & Ring Casting (CB) HDPE Rings EA $ 550.00 6 $ 3,300.00 2506.602 Remove & Replace Casting 3067V (Catch Basin) EA $ 900.00 2 $ 1,800.00 2506.602 Repair/ Grout CB or MH Invert/ Doghouses EA $ 400.00 2 $ 800.00 2506.602 Install 2 x 3 CB Erosion Barrier Shroud EA $ 150.00 2 $ 300.00 2531.501 Concrete Curb and Gutter, B618 LF $ 23.00 420 $ 9,660.00 2531.507 Concrete Valley Gutter - High Early SY $ 75.00 4 $ 300.00 2531.507 Repair 8" Concrete Driveway Pavement - High Early SY $ 85.00 8 $ 680.00 2540.602 Repair Landscaping EA $ 200.00 1 $ 200.00 2572.503 Application of Water for Turf Establishment GAL $ 0.15 3150 $ 472.50 2573.530 Storm Drain Inlet Protection EA $ 175.00 2 $ 350.00 2575.550 Boulevard Topsoil Borrow - MnDOT 3877-2F CY $ 80.00 8 $ 640.00 2575.609 Seeding (MnDOT 270 w/Type 5 Hydromulch) SY $ 7.50 70 $ 525.00 Subtotal $ 25,509.50 5% Contingency Subtotal 30% Indirect Costs Part II - Repair Existing Curb & Gutter Lone Oak Circle 10 $ 1,275.48 $ 26,784.98 $ 8,035.49 $ 34,820.47 Item No. Item i Unit Unit Price Es { Estimated Cost y I i Part III - Concrete Entrance Replacement $ 18,788.20 Part I - Bituminous Street Overlay $ 116,061.51 Part II - Repair Existing Curb & Gutter $ 34,820.47 Part III - Concrete Entrance Replacement 2104.505 Remove Concrete Driveway/Valley Gutter SY $ 14.00 118 $ 1,652.00 2105.501 Common Excavation CY $ 35.00 8 $ 280.00 2211.501 Aggregate Base, Cl. 5 (100% Crushed) TON $ 25.00 8 $ 200.00 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 100.00 12 $ 1,200.00 2531.507 Repair 8" Concrete Driveway Pavement - High Early SY $ 85.00 118 $ 10,030.00 2575.535 Water for Turf Establishment GAL $ 0.15 765 $ 114.75 2575.550 BoulevardTopsoiIBorrow—Mn DOT 3877-2F TON $ 80.00 2 $ 160.00 2575.604 Seeding (MnDOT 270 w/Type 5 Hydromulch) SY $ 7.50 17 $ 127.50 Subtotal $ 13,764.25 5% Contingency $ 688.21 Subtotal $ 14,452.46 30% Indirect Costs $ 4,335.74 Part III - Concrete Entrance Replacement $ 18,788.20 Part I - Bituminous Street Overlay $ 116,061.51 Part II - Repair Existing Curb & Gutter $ 34,820.47 Part III - Concrete Entrance Replacement $ 18,788.20 Project 1307 Total Cost $ 169,670.18 Lone Oak Circle 11 Appendix B Preliminary Assessment Roll City Project # 1307 Lone Oak Circle "* net acreage credit for ponding easement Total Assessments 70.71 1 66.95 0.00 $ 92,726 1 117.50 $ 18,800 $111,526 C/1 Frontage 2093 81.3% Non -Assessable Frontage 483 18.7% Total Frontage 2576 100% Lone Oak Circle 12 Lone Oak Circle Industrial P.I.N. Gross Net i Acreage Acreage Unit Assessment Total Street Assessment i Concrete Entrance Area (SY) Concrete Entrance Assessment ($160/SY) Total Assessment 2950 Lone Oak Cir* 102250100041 23.66 19.90 $ 1,385 $ 27,562 38.0 $6,080 $ 33,642 2980 Lone Oak Cir 102250100021 0.69 0.69 $ 1,385 $ 956 22.0 $3,520 $ 4,476 2926 Lone Oak Cir 102250100050 16.00 16.00 $ 1,385 $ 22,160 6.5 $1,040 ! $ 23,200 part of 2926 Lone Oak Cir 102250100064 1.89 1.89 $ 1,385 $ 2,618 $ 2,618 2929 Lone Oak Cir ' 102250100066 7.91 7.91 $ 1,385 $ 10,955 27.0 $4,320 $ 15,275 2955 Lone Oak Cir 102250100080 4.91 4.91 $ 1,385 $ 6,800 4.0 $640 $ 7,440 2965 Lone Oak Cir 101460001010 2.50 2.50 $ 1,385 $ 3,463 $ 3,463 2975 Lone Oak Cir 101460001020 2.52 2.52 $ 1,385 $ 3,490 13.8 $2,200 $ 5,690 2985 Lone Oak Cir 102251001020 1.70 1.70 $ 1,385 $ 2,355 $ 2,355 2995 Lone Oak Cir 102251001011 3.44 3.44 $ 1,385 $ 4,764 6.3 $1,000 $ 5,764 2995 Lone Oak Cir 102251001012 5.49 5.49 $ 1,385 $ 7,604 $7,604 Subtotal 70.71 66.95 $ 92,726 117.5 $ 18,800 $111,526 "* net acreage credit for ponding easement Total Assessments 70.71 1 66.95 0.00 $ 92,726 1 117.50 $ 18,800 $111,526 C/1 Frontage 2093 81.3% Non -Assessable Frontage 483 18.7% Total Frontage 2576 100% Lone Oak Circle 12 2019 Street Revitalization - Project 1307 Lone Oak Circle �. 1-494 NI Q MFNDOTA HEIGHTS i of V o•�,u i, Lone Oak Circle Project 1307 `"e l p00 ' 4 Lone O k Rd (Co Od: +E) Fl __ AJ.- ,'� .e✓` �.�� a o.+f •M..e i°3y � �a,.r ��_� � `TS v.... .,.z._. ,. � J .�s Yny"9 �d1e wooU Parkway f/ r° 28 ODL RD Yankkee DD000dle �2d (Co Rd 28), 28 w T�owng entero 1d R° ,„o. !— 6 ;2 ❑ kw- d Dr14 3 � g ti Bteak4s� �� _� alvei Bell R $`� l..✓ °' �- y11,�xoll Road f M. a: HWd 0\1.,a..�\ ew Park �®'Rd, frthh e 1;:J^ li�. , � aa✓.F 6.�s g F i I 6 c M. � V6 � i � � r. DiffleiR Jai", - m Lew T r R rr.< d r Document Path: L:\USERSIPUBWORKSIEngineeringlProjects12019 Street Improvements/? 307 -Lone Oak Circle\1307 Location.mxd Date: 12/12/2018 FIG 1 2019 Street Revitalization - Project 1307 p Lone Oak Circle Document Path: L:IUSERSIPUBWORKS1Engineering\Projects12019 Street Improvements11307- Lone Oak Cirde113C7.mxd Date: 12/20/2018 FIG 2 2019 Street Revitalization - Project 1307 Lone Oak Circle Typical Street Sections 60' ROW 44' F -F LPAVEMENT SECTION 4.5" BASE COURSE 6" CLASS 5 AGG BASE 18" AGGREGATE SUB -BASE EXIST. TYPICAL SECTION LONE OAK CIRCLE 60' ROW 44' F -F 1.75" FULL WIDTH MILL 2"TYPE 2360 BITUMINOUS OVERLAY T BITUMINOUS TACK COAT 4.5" BITUMINOUS SURFACE 6" CLASS 5 AGG BASE 18" COMPACTED SUB -BASE PROPOSED TYPICAL SECTION LONE OAK CIRCLE Document Path: L:\USERS\PUBWORKS\Engineering\Projects\2019 Street Improvements\1307 - Lone Oak Circle\1307 Fig 3.mxd B618 CONCRETE CURB AND GUTTER 8618 CONCRETE CURB AND GUTTER Date: 12/26/2018 FIG 3 Agenda Information Memo January 2, 2019 Eagan City Council Meeting CONSENT AGENDA J. Project 1308, Poppler Lane Street Improvements Action To Be Considered: Receive the Draft Feasibility Report for Project 1308 (Poppler Lane - Street Improvements) and schedule a public hearing to be held on February 5, 2019. Facts:  On June 5, 2018, the City Council directed staff to prepare a feasibility report considering the rehabilitation of Poppler Lane, a residential cul-de-sac in northern Eagan located south of Lone Oak Road and east of Pilot Knob Road.  A structural mill and overlay of these streets is programmed for 2019 in the City of Eagan’s 5-Year CIP (2019-2023).  A draft Feasibility Report has been prepared and is being presented to the Council for their consideration of scheduling a public hearing for Tuesday, February 5, 2019.  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 p Poppler lane Neighborhood Street Revitalization City Project No. 1308 January 2, 2019 To: Honorable Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: Jan. 2, 2019 Re: Poppler Lane Street Revitalization City Project No.: 1308 Attached is the feasibility report for the Poppler Lane Street Revitalization, City Project No. 1308. 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: ron Nelson Reg. No. 45795 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 Assessment Financing 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 i Poppler Lane Project # 1308 Street Area 2,344 Sq. Yds. Street Length 820 Feet I Streets Included Poppler Lane Constructed 1996 Reconstructed Curb Removal Crack Sealed - Seal Coated 2002, 2009 Absolute Location NW % of Section 10 Township 27, Range 23 Relative Location South of Lone Oak Road East of Pilot Knob Road Project Details • Roadway overlay (edge mill & 1-1/2" PCI Rating 55/100 overlay) Recommended Overlay • Replacement of damaged curb & utter Improvement • Adjustment/Replacement of: Curb Removal 7% Scope o Sanitary/Storm sewer o Utility castings o Watergate valves o Street signage Residential Lots 9 • Utility Improvements j Cost Estimate/ Revenue Property City Mill & Overlay w/ Signage $ 36,700 $ 18,360 $ 18,340 Repair Existing Concrete Curb & Gutter $ 12,000 - $ 12,000 j I Utility Improvements $ 2,800 - $ 2,800 j Total $ 51,500 $ 18,360 (36%) $ 33,140 (64%) Poppler Lane 1 Jan. 2, 2019 Neighborhood Street Revitalization Poppler Lane 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 820 feet of residential street in the Poppler Lane neighborhood in Northern Eagan has been identified for 2019 street revitalization improvements. Figure 1, located in Appendix C, illustrates the project location. The street was originally constructed in 1996. 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 23 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 2002 and 2009. 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. Poppler Lane 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 an overlay (edge mill and overlay) for approximately 820 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 NW %, Section 10, lying South of Lone Oak 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 2018 PCI rankings for the street segments have a weighted average pavement condition rating of 55, 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 2019 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. Poppler Lane 3 Proposed Improvements Pavement - The proposed street improvements shown in Figure 3. The existing street section for this roadway consists of 3" of 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 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 Poppler Lane 4 ensure quick and easy access by the City for maintenance and other purposes. 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 street in this neighborhood was reviewed to determine if additional Complete Streets opportunities are available and/or feasible. The street is relatively narrow at 24 feet wide, have low traffic volumes, limited access points, and a trail is available along Lone Oak Road (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 Poppler Lane 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 right-of-way permit for Dakota County will be required to perform the work within the Lone Oak 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 (2019 — 2023) 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: Poppler Lane • Mill & Overlay........................................................................ $ 36,700 • Repair Existing Concrete Curb & Gutter ................................ $ 12,000 • Utility Improvements............................................................. 2,800 Total........................................................................... $ 51,500 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. Poppler Lane 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 (9 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 $2,040/ lot and is calculated as follows: Mill & Overlay - Residential Properties o 1,640' Residential Frontage / 1,640' Total Frontage = 100% o $36,700 (Mill & Overlay Costs) x 50% x 100% = $18,350 (Total R-1 Assessment) o $18,350/9 lots= $2,038.89, rounded to $2,040/ 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 2018, the interest rate was set at 4.5%. The 2019 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 $2,040 with an estimated 4.5% interest for the assessed amounts, and assumes 14 months interest for the first year: Principal / Year Interest/ Year cost / Year 1st Year $408 $107 $515 F2 th Year 1$408 $18 $426 Bonds may be issued to finance the improvements. Revenue Source A summary of revenue sources is listed below: Project Cost Property Assessment City Contribution Mill and Overlay (Including Signage) $ 36,700 $ 18,360 $ 18,340 Repair Existing Curb & Gutter $ 12,000 - $ 12,000 Utility Improvements $ 2,800 - $ 2,800 Totals $ 51,500 $ 18,360 (36%) $ 33,140 (64%) Poppler Lane 7 The Major Street Fund will finance the estimated street related project deficit of $30,340. The Combined Utility Fund will finance the estimated $2,800 utility improvements. Proiect Schedule Present Feasibility Report to City Council/ OrderPublic Hearing.......................................................................................... Jan. 2, 2019 Informational Meeting..................................................................................... Jan. 28, 2019 PublicHearing....................................................................................................Feb. 5, 2019 Approve Plans and Specifications....................................................................Feb. 19, 2019 BidDate........................................................................................................ March 28, 2019 AwardContract.................................................................................................April 2, 2019 StartConstruction............................................................................................. May 1, 2019 Project Completion.......................................................................................... August, 2019 Final Cost Report........................................................................................September, 2019 Final Assessment Hearing...................................................................................... Fall, 2019 First Payment Due with Property Tax Statement ........................................... May 15, 2020 Poppler Lane 8 Appendix A Preliminary Cost Estimate City Project 1308 Poppler Lane Item No. Item Unit Subtotal Unit Price Est City Estimated Cost Estimated Cost Part I - Bituminous Street Overlay Part II - Repair Existing Curb & Gutter $ 14,750.87 Part I - Bituminous Street Overlay 2104.501 2021.501 Mobilization LS $ 6,000.00 1 $ 6,000.00 2104.505 Remove Bituminous Pavement SY $ 6.00 45 $ 270.00 2232.501 Mill Bituminous Pavement (1- 1/4" depth, 6' Width) SY $ 1.30 1280 $ 1,664.00 2357.502 Bituminous Material for Tack Coat GAL $ 2.75 152 $ 418.00 2360.501 SP WEA340B Wearing Course Mixture (Overlay) TON $ 52.00 218 $ 11,336.00 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 100.00 11 $ 1,100.00 2506.602 Adjust Frame and Ring Casting (Manhole) EA $ 700.00 2 $ 1,400.00 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 $ 450.00 1 $ 450.00 Subtotal EA $ 85.00 1 $ 85.00 $ 26,888.00 5% Contingency Subtotal 30% Indirect Costs Part I - Bituminous Street Overlay $ 1,344.40 $ 28,232.40 $ 8,469.72 $ 36,702.12 Item No. I Item Unit Subtotal Unit Price Est City Estimated Cost Part II - Repair Existing Curb & Gutter 3,404.05 Part II - Repair Existing Curb & Gutter $ 14,750.87 Part I - Bituminous Street Overlay 2104.501 Remove Concrete Curb and Gutter LF $ 10.00 130 $ 1,300.00 2104.505 Remove Concrete Driveway /Valley Gutter SY $ 14.00 17 $ 238.00 2211.501 Aggregate Base, Cl. 5 (100% Crushed) TON $ 25.00 5 $ 125.00 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 100.00 9 $ 900.00 2504.602 Irrigation Repair EA $ 160.00 3 $ 480.00 2506.602 Adjust Frame & Ring Casting (CB) HDPE Rings EA $ 550.00 3 $ 1,650.00 2506.602 Repair/ Grout CB or MH Invert/ Doghouses EA $ 400.00 1 $ 400.00 2506.602 Install 2 x 3 CB Erosion Barrier Shroud EA $ 150.00 2 $ 300.00 2531.501 Concrete Curb and Gutter, Surmountable LF $ 23.00 130 $ 2,990.00 2531.507 Concrete Valley Gutter - High Early SY $ 75.00 17 $ 1,275.00 2540.602 Repair Underground Electric Fence EA $ 85.00 1 $ 85.00 2540.602 Repair Landscaping EA $ 200.00 1 $ 200.00 2572.503 Application of Water for Turf Establishment GAL $ 0.15 990 $ 148.50 2573.530 Storm Drain Inlet Protection EA $ 175.00 2 $ 350.00 2575.550 Boulevard Topsoil Borrow - MnDOT 3877-2F CY $ 80.00 2.5 $ 200.00 2575.609 Seeding (MnDOT 270 w/Type 5 Hydromulch) SY $ 7.50 22 $ 165.00 Subtotal $ 10,806.50 5% Contingency $ 540.33 Subtotal $ 11,346.83 30% Indirect Costs $ 3,404.05 Part II - Repair Existing Curb & Gutter $ 14,750.87 Part I - Bituminous Street Overlay $ 36,702.12 Part II - Repair Existing Curb & Gutter $ 14,750.87 Project 1308 Total Cost $ 51,452.99 Poppler Lane 9 Appendix B Preliminary Assessment Roll City Project #1308 Poppler Lane Total R-1 Lots 9 9 $ 18,360 Residential Frontage 1,640 100.0% Total Frontage 1,640 100.0% Poppler Lane 10 Poppler Ln R-1 Residential P.I.N. Lot Equivalent # of Lots Unit Assessment Total 3035 Poppler Ln 105840101010 1 1 $ 2,040 $ 2,040 1310 Lone Oak Rd 105840000010 1 1 $ 2,040 $ 2,040 3020 Poppler Ln 1 105840000020 1 1 $ 2,040 $ 2,040 3030 Poppler Ln 105840000030 1 1 $ 2,040 $ 2,040 3046 Poppler Ln 105840000040 1 1 $ 2,040 $ 2,040 3060 Poppler Ln 105840000050 1 i 1 $ 2,040 $ 2,040 3070 Poppler Ln 105840000060 1 1 $ 2,040 $ 2,040 3055 Poppler Ln 105840101031 1 1 $ 2,040 $ 2,040 3045 Poppler Ln 105840101021 1 1 $ 2,040 $ 2,040 Subtotal 9 9 $ 18,360 Total R-1 Lots 9 9 $ 18,360 Residential Frontage 1,640 100.0% Total Frontage 1,640 100.0% Poppler Lane 10 q Y FJ �'' 2019 Street Revitalization - Project 1308 Popper Lane ISHS 1 MENDI OTA HEIGHTS .- .1 Lone Ok Rd (Co) — r . l O j Poppler Lane ` m o Wood Park Y Project 1308 Wa i r Y NICE ODLd RD i � S ( y �� (; Yankee Doodle d (Co Rd 28) 28 -�, R y g Mme" Town nter D f#� MM D d Dr 37 ell + 1 PcsB LAI L rke f_ � ye Sliver Bell R ® cmoerm uer`O d ✓ i�4N ' �7 �� 6s^ Gs<etlw E.or�.ak Y�' �'�i� 4 tl 1L. `°✓r Pf �� m;p ° I...e. x.y •vi a : F9� orthwew Park d o 1.0 s Y r� Dlffle ad? r _ r DIF LEY R 30e.'., � T ^��1 K � rd.Pm od ♦ � ; 9 tr.: .i. c.. a nu.Nry � S Document Path: 7—:IUSERSIPUBWORKS1Engineering7rojects12019 Street Improvements11308 - Poppler Lanek1308 Fig t .mzd Date: 12/12/2018 FIG 1 ~ 0r E,q U `,,; ;:;,:�Z 2019 Street Revitalization - Project 1308 - Poppler Lane Document Path: L:IUSERSIPUBWORKS1EngineeringlProjects12019 Street Improvements11308 Poppler Lane11308.mxd Date: 12/18/2018 FIG 2 ° Project 1308 Eq 9 2019 Street Revitalization - - 2 �• -- Poppler Lane o 1e� S"if-9 Typical Street Sections 1.25" EDGE MILL 8'-9 WIDE (rYP ) -------, 60' ROW 24' F -F PAVEMENT SECTION 3" BASE COURSE 6" CLASS 5 AGG BASE AGGREGATE SUBGRADE EXIST. TYPICAL SECTION POPPLER LANE D412 CONCRETE CURB AND GUTTER 60' ROW 24' F -F 1.5" TYPE 2360 BITUMINOUS OVERLAY - - �- - - - --------------- B412 CONCRETE BITUMINOUS TACK COAT CURB AND GUTTER 1.5" BITUMINOUS SURFACE 6" CLASS 5 AGG BASE COMPACTED SUBGRADE PROPOSED TYPICAL SECTION POPPLER LANE Document Path: L:\USERS\PUBWORKS1EngineeringlProjects\2019 Street Improvements\1308 - Poppler Lane\1308 Fig 3.mxd Date: 12/12/2018 FIG 3 Agenda Information Memo January 2, 2019 Eagan City Council Meeting CONSENT AGENDA K. Project 1309, Country Home Heights Street Improvements Action To Be Considered: Receive the Draft Feasibility Report for Project 1309 (Country Home Heights - Street Improvements) and schedule a public hearing to be held on February 5, 2019. Facts:  On June 5, 2018, the City Council directed staff to prepare a feasibility report considering the rehabilitation the streets in Country Home Heights, a residential neighborhood in north-central Eagan, located north of Lone Oak Road and west of Pilot Knob Road.  A structural mill and overlay of these streets is programmed for 2019 in the City of Eagan’s 5-Year CIP (2019-2023).  A draft Feasibility Report has been prepared and is being presented to the Council for their consideration of scheduling a public hearing for Tuesday, February 5, 2019.  An informational neighborhood meeting will be held with the adjacent property owners prior to the formal public hearing to review and d iscuss the proposed improvements. Attachments (1) CK-1 Draft Feasibility Report Report for Country Home Heights Neighborhood Street Revitalization City Project No. 1309 January 2, 2019 A R Ilii _ agar. Or.44 R. ow -*#A EAGAN Report for Country Home Heights Neighborhood Street Revitalization City Project No. 1309 January 2, 2019 A R Ilii _ agar. Or.44 R. ow -*#A To: Honorable Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: Jan. 2, 2019 Re: Country Home Heights Street Revitalization City Project No.: 1309 Attached is the feasibility report for the Country Home Heights Street Revitalization, City Project No. 1309. 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 Proposed Improvements..............................................................................................4 Easements/Permits......................................................................................................6 Feasibility/Recommendations......................................................................................6 CostEstimate...............................................................................................................6 Assessments................................................................................................................6 Assessment Financing 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 Country Home Heights Project # 1309 Street Area 21,597 Sq. Yds. Street Length 7,769 Feet Beam Lane 1970-1980 (gravel Construction) Constructed Burnside Ave. 1998 (Asphalt construction) Reconstructed Egan Ave. Fairlawn Place Crack Sealed - Streets Included Inland Rd. Rainier Ln. Vilas Ln. Seal Coated 2005, 2012 SW % of Section 3 East of Pilot Knob Road Absolute Location Township 27, Range 23 Relative Location North of Lone Oak Road Project Details • Roadway overlay (edge mill & 1-1/2" PCI Rating 40/100 overlay) Recommended Overlay• Replacement of damaged curb & utter Improvement • Adjustment/Replacement of: Curb Removal 7% Scope o Sanitary/Storm sewer o Utility castings o Watergate valves o Street signage Lots 63 R-1 5 Neigh Park • Utility Repairs Cost Estimate/ Revenue Mill & Overlay w/ Signage $ 218,000 Repair Existing Concrete Curb & Gutter $ 90,200 Utility Improvements $ 26,400 Property City $ 106,080 $ 111,920 - $ 90,200 $ 26,400 Total $ 334,600 1 $ 106,080 (32%) 1 $ 228,520 (68%) Country Home Heights 1 Jan. 1, 2019 Neighborhood Street Revitalization Country Dome Heights 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 7,769 feet of residential streets in the Country Home Heights neighborhood in North- Central Eagan has been identified for 2019 street revitalization improvements. Figure 1, located in Appendix C, illustrates the project location. The streets were originally constructed between 1970-1980 (Gravel construction), and 1998 (asphalt construction). 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 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. Country Home Heights 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 7,769 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 and replacement of street signage. Area to Be Included Properties included in the project lie within the SW %, Section 3, lying East of Pilot Knob Road, North of Lone Oak 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 i Patch/Repair and/or Overlay 0-35 Reconstruct/ Reclaim The 2018 PCI rankings for the street segments have a weighted average pavement condition rating of 40, 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 2019 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. Country Home Heights 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'-S' 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 --q* 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 few number of manhole structures that require dog house repair/invert repair and new adjusting rings. These improvements will be financed through the Combined Utility Fund. Country Home Heights 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. 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 trails are available along Pilot Konb Road and Lone Oak Road (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. Country Home Heights 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. Right-of-way permits will be required form Dakota County for any work within the Pilot Knob Road and Lone Oak 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 (overlaying) 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 (2019 — 2023) 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: Country Home Heights • Mill & Overlay........................................................................ $ 218,000 • Repair Existing Concrete Curb & Gutter ................................ $ 90,200 • Utility Improvements............................................................. 26,400 Total........................................................................... $ 334,600 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. Country Home Heights 6 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% Residential and Neighborhood Park Lots — All residential lots (63 single family lots [1 is currently vacant]), and Neighborhood Park lots (5 N.P. lots that are equivalent size as R-1 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 and neighborhood park unit, based on the City's Assessment Policy, is $1,560/ lot and is calculated as follows: Mill & Overlay - Residential & Neighborhood Park Properties o 15,112' Residential Frontage / 15,538' Total Frontage = 97.3% o $218,000 (Mill & Overlay Costs) x 50%x 97.3% = $106,057 (Total R-1 & N.P. Assessment) o $106,057 / 68 lots = $1,559.66, rounded to $1,560 / R-1 & N.P. Lot The remaining frontage within the project area (426' or 2.7%) 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 2018, the interest rate was set at 4.5%. The 2019 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 $1,560 with an estimated 4.5% interest for the assessed amounts, and assumes 14 months interest for the first year: F 1st Year 5th Year Principal / Year Interest / Year Cost / Year $312 $82 394 $312 $14$326 Bonds may be issued to finance the improvements. Country Home Heights 7 Revenue Source A summary of revenue sources is listed below: The Major Street Fund will finance the estimated street related project deficit of $202,120. The Combined Utility Fund will finance the estimated $26,400 utility improvements. Project Schedule Present Feasibility Report to City Council/ OrderPublic Hearing.......................................................................................... Jan. 2, 2019 Informational Meeting..................................................................................... Jan. 28, 2019 Public Hearing....................................................................................................Feb. 5, 2019 Approve Plans and Specifications....................................................................Feb. 19, 2019 BidDate........................................................................................................ March 28, 2019 AwardContract.................................................................................................April 2, 2019 Start Construction............................................................................................. May 1, 2019 Project Completion.......................................................................................... August, 2019 FinalCost Report........................................................................................September, 2019 Final Assessment Hearing...................................................................................... Fall, 2019 First Payment Due with Property Tax Statement ........................................... May 15, 2020 Country Home Heights 8 Project Cost Property Assessment City Contribution Mill and Overlay (Including Signage) $ 218,000 $ 106,080 $ 111,920 Repair Existing Curb & Gutter $ 90,200 - $ 90,200 Utility Improvements $ 26,400 - $ 26,400 Totals $ 334,600 ! $ 106,080 (32%) $ 228,520 (68%) The Major Street Fund will finance the estimated street related project deficit of $202,120. The Combined Utility Fund will finance the estimated $26,400 utility improvements. Project Schedule Present Feasibility Report to City Council/ OrderPublic Hearing.......................................................................................... Jan. 2, 2019 Informational Meeting..................................................................................... Jan. 28, 2019 Public Hearing....................................................................................................Feb. 5, 2019 Approve Plans and Specifications....................................................................Feb. 19, 2019 BidDate........................................................................................................ March 28, 2019 AwardContract.................................................................................................April 2, 2019 Start Construction............................................................................................. May 1, 2019 Project Completion.......................................................................................... August, 2019 FinalCost Report........................................................................................September, 2019 Final Assessment Hearing...................................................................................... Fall, 2019 First Payment Due with Property Tax Statement ........................................... May 15, 2020 Country Home Heights 8 Fs Item No. I Item Appendix A Preliminary Cost Estimate )ject 1309 Country Home Unit 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 2504.602 Repair Gate Valve Mid Section 2504.602 Repair Gate Valve Top Section w/Cover 2506.602 Adjust Frame and Ring Casting (Manhole) 2506.602 Adjust Manhole Casting - Riser Adjustment 2506.602 Remove & Replace Frame & Ring Casting (27") 2563.601 Traffic Control SP -1 Signage Remove and Replace Subtotal 5% Contingency Subtotal 25% Indirect Costs Part I - Bituminous Street Overlay Unit Price Qty Estimated Cost LS $ 6,000.00 1 $ 6,000.00 SY $ 6.00 178 $ 1,068.00 SY $ 1.30 11675 $ 15,177.50 GAL $ 2.75 1404 $ 3,861.00 TON $ 52.00 2005 $ 104,260.00 TON $ 100.00 53 $ 5,300.00 EA $ 250.00 10 $ 2,500.00 EA $ 500.00 1 $ 500.00 EA $ 425.00 2 $ 850.00 EA $ 700.00 24 $ 16,800.00 EA $ 250.00 6 $ 1,500.00 EA $ 1,250.00 2 $ 2,500.00 LS $ 4,000.00 1 $ 4,000.00 LS $ 1,750.00 1 $ 1,750.00 $ 166,066.50 $ 8,303.33 $ 174,369.83 $ 43,592.46 $ 217,962.28 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 1510 $ 15,100.00 2104.505 Remove Concrete Driveway /Valley Gutter SY $ 14.00 50 $ 700.00 2211.501 Aggregate Base, CI.5 (100% Crushed) TON $ 25.00 5 $ 125.00 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 100.00 53 $ 5,300.00 2504.602 Irrigation Repair EA $ 160.00 15 $ 2,400.00 2506.602 Adjust Frame & Ring Casting (CB) HDPE Rings EA $ 550.00 33 $ 18,150.00 2506.602 Repair/ Grout CB or MH Invert/ Doghouses EA $ 400.00 5 $ 2,000.00 2506.602 Install 2 x 3 CB Erosion Barrier Shroud EA $ 150.00 3 $ 450.00 2531.501 Concrete Curb and Gutter, B618 LF $ 23.00 1510 $ 34,730.00 2531.507 Concrete Valley Gutter - High Early SY $ 75.00 50 $ 3,750.00 2540.602 Repair Underground Electric Fence EA $ 85.00 5 $ 425.00 2540.602 Repair Landscaping EA $ 200.00 5 $ 1,000.00 2572.503 Application of Water for Turf Establishment GAL $ 0.15 8640 $ 1,296.00 2573.530 Storm Drain Inlet Protection EA $ 175.00 2 $ 350.00 2575.550 Boulevard Topsoil Borrow -MnDOT3877-2F CY $ 80.00 21 $ 1,680.00 2575.609 Seeding (MnDOT 270 w/Type 5 Hydromulch) SY $ 7.50 192 $ 1,440.00 Subtotal $ 88,896.00 5% Contingency Subtotal 25% Indirect Costs Part II - Repair Existing Curb & Gutter Country Home Heights 9 $ 4,444.80 $ 93,340.80 $ 23,335.20 $ 116,676.00 Part I - Bituminous Street Overlay Part 11 - Repair Existing Curb & Gutter Project 1309 Total Cost Country Home Heights 10 $ 217,962.28 $ 116,676.00 $ 334,638.28 Appendix B Preliminary Assessment City Project #1309 Country Home Heights Country Home Heights 11 Rainier Ln Egan Ave Burnside Ave R-1 ResidentialP.I.N. I Lot Equivalent # of Lots Unit Assessment Lot Equivalent , i Total 2980 Pilot Knob Rd 101830005151 1 1 $ 1,560 $ 1,560 2988 Pilot Knob Rd 101830001051 1 1 $ 1,560 $ 1,560 1390 Rainier Ln 101830001041 1 1 $ 1,560 $ 1,560 1391 Rainier Ln 101830005152 1 1 1 $ 1,560 $ 1,560 1383 Rainier Ln 101830005161 1 1 $ 1,560 $ 11560 1384 Rainier Ln 101830001030 1 1 $ 1,560 $ 1,560 1 Subtotal 6 6 1,560 2969 $ 9,360 Country Home Heights 11 Inland Rd Egan Ave Burnside Ave R-1 Residential P.I.N. R-1 Residential P.I.N. Lot Equivalent , Lots Unit Assessment 101830005120 Total 2995 Burnside Ave 101830001020 1 1 $ 1,560 $ 1,560 2998 Burnside Ave 101830002010 1 1 $ 1,560 $ 1,560 2990 Burnside Ave 101830002030 1 1 $ 1,560 $ 1,560 2984 Burnside Ave 101830002050 1 1 $ 1,560 $ 1,560 2976 Burnside Ave 101830002070 1 1 $ 1,560 $ 1,560 2969 Burnside Ave 101830004030 1 1 $ 1,560 $ 1,560 2970 Burnside Ave 101830002090 1 1 1 $ 1,560 $ 1,560 2950 Burnside Ave 101830003030 1 1 $ 1,560 $ 1,560 2930 Burnside Ave 101830003020 1 1 $ 1,560 $ 1,560 2910 Burnside Ave 101830003010 1 1 $ 1,560 $ 1,560 ; Subtotal 30 30 $ 15,600 Country Home Heights 11 Inland Rd Egan Ave R-1 Residential P.I.N. Lot Equivalent Lots of Unit Assessment Unit Assessment Total 2969 Inland Rd 101830005120 1 1 $ 1,560 $ 1,560 2947 Inland Rd 101830005100 1 I 1 $ 1,560 $ 1,560 2960 Inland Rd 101830004023 1 1 $ 1,560 $ 1,560 2943 Inland Rd 101830005080 1 1 $ 1,560 $ 1,560 2940 Inland Rd 101830004022 i 1 1 $ 1,560 $ 1,560 1 Subtotal 5 5 $ 1,560 $ 7,800 Country Home Heights 11 Egan Ave R-1 Residential P.I.N. Lot Equivalent i Lots Unit Assessment Total 2885 Egan Ave 101830005040 1 1 $ 1,560 $ 11560 2891 Egan Ave 101830005051 1 1 1 $ 1,560 $ 1,560 2903 Egan Ave 101830005060 1 1 $ 1,560 $ 1,560 2898 Egan Ave 101830006030 1 1 $ 1,560 $ 1,560 2905 Egan Ave 101830006050 1 1 $ 1,560 $ 1,560 Country Home Heights 11 2909 Egan Ave 101830006070 1 1 $ 1,560 $ 1,560 2945 Egan Ave 101830002081 1 1 $ 1,560 $ 1,560 2935 Egan Ave 101830003050 1 1 $ 1,560 $ 1,560 2950 Egan Ave 101830003051 1 1 $ 1,560 $ 1,560 2960 Egan Ave 101830003061 1 1 $ 1,560 $ 1,560 2970 Egan Ave 101830003070 1 1 $ 1,560 $ 1,560 2975 Egan Ave 101830002060 1 1 $ 1,560 $ 1,560 2980 Egan Ave 101830003082 1 1 $ 1,560 $ 1,560 2985 Egan Ave 101830002040 1 1 $ 1,560 $ 1,560 2995 Egan Ave 101830002020 1 1 $ 1,560 $ 1,560 2990 Egan Ave 101830003081 1 1 $ 1,560 $ 1,560 2860 Pilot Knob Rd 101830005020 1 1 $ 1,560 $ 1,560 Subtotal 17 17 $ 26,520 Country Home Heights 12 Fairlawn PI R-1 Residential P.I.N. Lot Equivalent Lots Unit Assessment i Total 2899 Fairlawn PI 101830006080 1 1 $ 1,560 I $ 1,560 2894 Fairlawn PI 101830007140 1 1 $ 1,560 $ 1,560 2890 Fairlawn PI 104330001010 1 1 $ 1,560 $ 1,560 2893 Fairlawn PI 101830006060 1 1 $ 1,560 $ 11560 2875 Fairlawn PI 101830006040 1 1 $ 1,560 $ 1,560 2866 Fairlawn PI 101830007110 1 1 $ 1,560 $ 1,560 2805 Beam Ln Subtotal 6 6 $ 1,560 $ 9,360 Country Home Heights 12 Beam Ln R-1 Residential P.I.N. Lot Equivalent Lots of Unit Assessment Total 2844 Beam Ln 1 101830007090 1 1 $ 1,560 $ 1,560 2832 Beam Ln 101830007070 1 1 $ 1,560 $ 1,560 2831 Beam Ln 101830008070 1 1 $ 1,560 $ 1,560 2816 Beam Ln 101830007050 1 1 $ 1,560 $ 11560 2811 Beam Ln 101830008060 1 1 $ 1,560 $ 11560 2810 Beam Ln 101830007030 1 1 $ 1,560 $ 1,560 2805 Beam Ln 101830008040 1 1 $ 1,560 $ 1,560 2804 Beam Ln 101830007010 1 1 $ 1,560 $ 1,560 Subtotal 8 8 $ 12,480 Country Home Heights 12 Vilas Ln R-1 Residential P.I.N. Lot Equivalent L Lots is Unit Assessment Total I 2858 Vilas Ln 101830008110 1 1 $ 1,560 $ 1,560 2848 Vilas Ln 101830008090 1 1 $ 1,560 $ 1,560 2838 Vilas Ln 101830008050 1 1 $ 1,560 $ 1,560 2830 Vilas Ln 101830008030 1 1 $ 1,560 $ 1,560 2804 Vilas Ln 101982501010 1 1 $ 1,560 $ 11560 2825 Vilas Ln 101830009020 1 1 $ 1,560 $ 1,560 2829 Vilas Ln 101830009040 1 1 $ 1,560 $ 1,560 Country Home Heights 12 2835 Vilas Ln 101830009050 1 1 $ 1,560 $ 1,560 2841 Vilas Ln 101830009060 1 1 $ 1,560 $ 1,560 2857 Vilas Ln 101830009080 1 1 $ 1,560 $ 1,560 vacant 101982501020 1 1 $ 1,560 $ 1,560 101830008120 Subtotal 11 11 1,560 $ $ 17,160 Total R-1 Lots 68 68 $ 106,080 R-1 & Neigh. Park Frontage 15,112 97.3% Non -Assessable Frontage 426 2.7% Total Frontage 15538 100.0% Country Home Heights 13 Neighborhood Parks Neighborhood Parks I P.I.N. Lot Equivalent # of Lots Unit Assessment Total City of Eagan 101830008080 1 1 $ 1,560$ 1,560 City of Eagan 101830008100 1 1 $ 1,560 $ 1,560 City of Eagan 101830008120 1 1 $ 1,560 $ 1,560 City of Eagan 101830006010 1 1 $ 1,560 $ 1,560 City of Eagan 101830006020 1 1 $ 1,560 $ 1,560 Subtotal 5 5 i $ 7,800 Total R-1 Lots 68 68 $ 106,080 R-1 & Neigh. Park Frontage 15,112 97.3% Non -Assessable Frontage 426 2.7% Total Frontage 15538 100.0% Country Home Heights 13 2019 Street Revitalization - Project 1309 Country Home Heights � f — MENDOYA HEIGHTS I Country Home Heights Project 1309 -- -� - _ I j Lone O k (Ca�y�{tl,:,�"ij r r � '. 43 r_ O �® .N � y •e .��kul "7 '.�r� .1wd -• I w 'RR??++ ------- Lie i t aY •� .�� yyy''' ,t 1 r 28 ®� � �— 3 i'�f �+; Y ODL RDyYankee®Doodle Ad (Co Rd 28)1 � � :ta � ..,.i�•;� •' l -mom Town et.t.r10 D .r _ ply '2 or, `< Silver Bell R14 a� wto — s a tro ,nom., ortWew Parkd " �nx 7s• 5 oqd Dr p`� •+`R » `p pp / 4f h. h. Diffle� a ?o dg DIFFLEY R --a7 —^ 30 v 1 ✓ 8 K M �' q lt.r Nim rK<� 'A� R .H a.. �, a �.• Lem NYN --X•-p tl3i Document Path: L:IUSERSIPUBWORKS{Engin eering\Projects12019 Street Improvements11309 - Country Home Heights11309 Location.mxd Date: 12/12/2018 FIG 1 �� E� 2019 Street Revitalization - Project 1309 „ �, J Country Home Heights Document Path: L:IUSERSIPUBWORKS1EngineeringlProjects12019 Street Improvements11309 - Country Home Heights11309.mxd Date: 12/18/2018 FIG 2 2019 Street Revitalization - Project 1309 Country Home Heights Typical Street Sections 60' ROW — 28' F -F Zf F,77777 -- PAVEMENT SECTION 3" BASE COURSE CONCRETE 6" CLASS 5 AGG BASE CURRBB AND GUTTER COMPACTED SUBGRADE EXIST. TYPICAL SECTION COUNTRY HOME HEIGHTS 60' ROW I 28' F -F 1.25" EDGE MILL 6'-8' WIDE (TYP.) 1.5" TYPE 2360 BITUMINOUS OVERLAY -��,17777 B618 CONCRETE BITUMINOUS TACK COAT CURB AND GUTTER 3" BITUMINOUS SURFACE 6" CLASS 5 AGG BASE COMPACTED SUBGRADE PROPOSED TYPICAL SECTION COUNTRY HOME HEIGHTS Document Path: L:IUSERSIPUBWORKS1EngineeringlProjects12019 Street Improvements11309 - Country Home Heights11309 Fig 3.mxd Date: 12/26/2018 FIG 3 Agenda Information Memo January 2, 2019 Eagan City Council Meeting CONSENT AGENDA L. Project 1312, Ridgeview Acres/ Jon Croft Acres Street Improvements Action To Be Considered: Receive the Draft Feasibility Report for Project 1312 (Ridgeview Acres/ Jon Croft Acres - Street Improvements) and schedule a public hearing to be held on February 5, 2019. Facts:  On June 5, 2018, the City Council directed staff to prepare a feasibility report considering the rehabilitation the streets in Ridgeview Acres/ Jon Croft Acres, a residential neighborhood in northwest Eagan, located east of Blackhawk Road and south of Blue Cross Road.  A structural mill and overlay of these streets is programmed for 2019 in the City of Eagan’s 5-Year CIP (2019-2023).  A draft Feasibility Report has been prepared and is being presented to the Council for their consideration of scheduling a public hearing for Tuesday, February 5, 2019.  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 EAGAN Report for Ridgeview Acres -Jon Croft Acres Neighborhood Street Revitalization City Project No. 1312 January 2, 2019 To: Honorable Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: Jan. 2, 2019 Re: Ridgeview Acres -Jon Croft Acres Street Revitalization City Project No.: 1312 Attached is the feasibility report for the Ridgeview Acres -Jon Croft Acres Street Revitalization, City Project No. 1312. 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 EAGAN To: Honorable Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: Jan. 2, 2019 Re: Ridgeview Acres -Jon Croft Acres Street Revitalization City Project No.: 1312 Attached is the feasibility report for the Ridgeview Acres -Jon Croft Acres Street Revitalization, City Project No. 1312. 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 StreetPavement Evaluation.........................................................................................3 ProposedImprovements..............................................................................................4 Easements/Permits......................................................................................................6 Feasibility/Recommendations......................................................................................6 CostEstimate...............................................................................................................6 Assessments................................................................................................................6 Assessment Financing 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 (Full width mill & Ridgeview Acres -Jon 38/100 Recommended Project Name Croft Acres Project # 1312 Street Area 15,926 Sq. Yds. Street Length 4,656 Feet Scope o Sanitary/Storm sewer Constructed 1975 Crestridge Lane o Water gate valves Knoll Ridge Drive Overlayed 1999 Crack Sealed - Streets Included Kyllo Lane Monterey Lane Seal Coated 2004, 2011 Absolute Location SE % of Section 17 Relative Location South of Yankee Doodle Road Township 27, Range 23 East of Blackhawk Road Project Details • Roadway resurfacing (Full width mill & PCI Rating 38/100 Recommended Resurface 1-1/2" overlay) • Replacement of damaged curb & gutter Improvement $ 11,800 Curb Removal 24% • Adjustment/Replacement of: Scope o Sanitary/Storm sewer o Utility castings o Water gate valves o Street signage Residential Lots 52 (R-1) • Utility Improvements Cost Estimate/ Revenue Property City Mill & Overlay w/ Signage $ 172,000 $ 83,200 $ 88,800 Repair Existing Concrete Curb & Gutter $ 127,700 - $ 127,700 Utility Improvements $ 11,800 - $ 11,800 Total $ 311,500 $ 83,200 (27%) $ 228,300 (73%) Ridgeview Acres - Jon Croft Acres 1 Jan. 2, 2018 Neighborhood Street Revitalization Ridgeview Acres — Jon Croft Acres 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 4,656 feet of residential streets in the Ridgeview Acres —Jon Croft Acres neighborhood in westcentral Eagan has been identified for 2019 street revitalization improvements. Figure 1, located in Appendix C, illustrates the project location. The streets were originally constructed in 1975, and were overlayed 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 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 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 Ridgeview Acres - Jon Croft Acres 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 4,656 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 South of Yankee Doodle Road, East of Blackhawk 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 2018 PCI rankings for the street segments have a weighted average pavement condition rating of 38, 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 2019 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. Ridgeview Acres - Jon Croft Acres 3 Prosed Improvements Pavement - The proposed street improvements shown in Figure 3. The y existing street section for this roadway consists of 3-1/2" bituminous pavement supported by 6" gravel base. The existing bituminous surface will be �► � milled across its entire width to 1' _ accommodate a 1% -inch bituminous overlay. The overlay, combined with the r %' 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 24% 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 few manhole structures that require doghouse/invert repairs due to deterioration. These manholes will be financed through the Combined Utility Fund. Ridgeview Acres - Jon Croft Acres 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. i �y r 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 sidewalk is available on Blackhawk Road (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 Ridgeview Acres - Jon Croft Acres 5 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 (2019 — 2023) 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: Ridgeview Acres — Jon Croft Acres • Mill & Overlay........................................................................ $ 172,000 • Repair Existing Concrete Curb & Gutter......... I ...................... $ 127,700 • Utility Improvements............................................................. 11,800 Total........................................................................... $311,500 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. Ridgeview Acres - Jon Croft Acres 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 (52 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 $1,600/ lot and is calculated as follows: Mill & Overlay - Residential Properties o 9,025' Residential Frontage / 9,312' Total Frontage = 96.9% o $172,000 (Mill & Overlay Costs) x 50% x 96.9% =$83,334 (Total R-1 Assessment) o $83,334 / 52 lots = $1,602.58, rounded to $1,600 / single-family lot The remaining frontage within the project area (287' or 3.1%) 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. In 2018, the interest rate was set at 4.5%. The 2019 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 $1,600 with an estimated 4.5% interest for the assessed amounts, and assumes 14 months interest for the first year: Principal / Year Interest / Year V Cost /Year 1` Year $320 $84 $404 5th Year $320 $14 $334 Bonds may be issued to finance the improvements. Ridgeview Acres - Jon Croft Acres 7 Revenue Source A summary of revenue sources is listed below: The Major Street Fund will finance the estimated street related project deficit of $216,500. The Combined Utility Fund will finance the estimated $11,800 utility improvements. Proiect Schedule Present Feasibility Report to City Council/ OrderPublic Hearing.......................................................................................... Jan. 2, 2019 Project Cost Property Assessment City Contribution Mill and Overlay (Including Signage) $ 172,000 $ 83,200 $ 88,800 Repair Existing Curb & Gutter $ 127,700 - $ 127,700 Utility Improvements $ 11,800 - $ 11,800 Totals $ 311,500 $ 83,200 $ 228,300 The Major Street Fund will finance the estimated street related project deficit of $216,500. The Combined Utility Fund will finance the estimated $11,800 utility improvements. Proiect Schedule Present Feasibility Report to City Council/ OrderPublic Hearing.......................................................................................... Jan. 2, 2019 Informational Meeting..................................................................................... Jan. 28, 2019 PublicHearing....................................................................................................Feb. 5, 2019 Approve Plans and Specifications....................................................................Feb. 19, 2019 BidDate........................................................................................................ March 28, 2019 AwardContract.................................................................................................April 2, 2019 Start Construction............................................................................................. May 1, 2019 ProjectCompletion.......................................................................................... August, 2019 Final Cost Report........................................................................................September, 2019 Final Assessment Hearing...................................................................................... Fall, 2019 First Payment Due with Property Tax Statement ........................................... May 15, 2020 Ridgeview Acres - Jon Croft Acres 8 Appendix A Preliminary Cost Estimate City Project 1312 Ridgeview Acres/ Jon Croft Acres Item No. Item Unit I 2104.505 Unit Price Est Qty I Estimated Cost Part 1 - Bituminous Street Overlay 2360.501 SP WEA340B Wearing Course Mixture (Patch) 2504.602 Irrigation Repair 2506.602 Adjust Frame & Ring Casting (CB) HDPE Rings 2021.501 Mobilization LS $ 6,000.00 1 $ 6,000.00 2104.505 Remove Bituminous Pavement SY $ 6.00 20 $ 120.00 2232.501 Mill Bituminous Pavement - Full Width (1-1/4" Depth) SY $ 2.00 15520 $ 31,040.00 2357.502 Bituminous Material for Tack Coat GAL $ 2.75 1010 $ 2,777.50 2360.501 SP WEA340B Wearing Course Mixture (Overlay) TON $ 52.00 1440 $ 74,880.00 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 100.00 10 $ 1,000.00 2504.602 Adjust Gate Valve Box EA $ 250.00 2 $ 500.00 2504.602 Repair Gate Valve Mid Section EA $ 500.00 1 $ 500.00 2504.602 Repair Gate Valve Top Section w/Cover EA $ 425.00 1 $ 425.00 2506.602 Adjust Frame and Ring Casting (Manhole) EA $ 700.00 10 $ 7,000.00 2506.602 Remove & Replace Frame & Ring Casting (27") EA $ 1,250.00 1 $ 1,250.00 2563.601 Traffic Control LS $ 4,000.00 1 $ 4,000.00 SP -1 Signage Remove and Replace LS $ 1,550.00 1 $ 1,550.00 Subtotal $ 131,042.50 5% Contingency Subtotal 25% Indirect Costs Part I - Bituminous Street Overlay $ 6,552.13 $ 137,594.63 $ 34,398.66 $ 171,993.28 Item No. ' Item ` Unit Unit Price Est Qty Estimated Cost i Part II - Repair Existing Curb & Gutter 2104.501 Remove Concrete Curb and Gutter 2104.505 Remove Concrete Driveway /Valley 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 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 2506.602 Install 2 x 3 CB Erosion Barrier Shroud 2531.501 Concrete Curb and Gutter, D412 2531.507 Concrete Valley Gutter - High Early 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- MnDOT 3877-21' 2575.609 Seeding (MnDOT 270 w/Type 5 Hydromulch) Subtotal LF $ 10.00 2430 $ 24,300.00 SY $ 14.00 32 $ 448.00 CY $ 35.00 10 $ 350.00 TON $ 25.00 20 $ 500.00 TON $ 100.00 70 $ 7,000.00 EA $ 160.00 5 $ 800.00 EA $ 550.00 7 $ 3,850.00 EA $ 900.00 3 $ 2,700.00 EA $ 400.00 6 $ 2,400.00 EA $ 150.00 2 $ 300.00 LF $ 20.00 2430 $ 48,600.00 SY $ 75.00 32 $ 2,400.00 EA $ 85.00 5 $ 425.00 EA $ 200.00 2 $ 400.00 GAL $ 0.15 22275 $ 3,341.25 EA $ 175.00 2 $ 350.00 CY $ 80.00 55 $ 4,400.00 SY $ 7.50 495 $ 3,712.50 Ridgeview Acres - Jon Croft Acres 9 $ 106,276.75 5% Contingency $ 5,313.84 Subtotal $ 111,590.59 25% Indirect Costs $ 27,897.65 Part II - Repair Existing Curb & Gutter $ 139,488.23 Part I - Bituminous Street Overlay $ 171,993.28 Part 11 - Repair Existing Curb & Gutter $ 139,488.23 Project 1312 Total Cost $ 311,481.52 Ridgeview Acres - Jon Croft Acres 10 Appendix B Preliminary Assessment Roll City Project #1312 Ridgeview Acres -Jon Croft Acres Ridgeview Acres - Jon Croft Acres 11 Kyllo Ln R-1 Residential R-1 Residential P.I.N. Lot Equivalent # of lots Unit Assessment Total Total 1785 Kyllo Ln 106400004080 1 1 $ 1,600 $ 1,600 1775 Kyllo Ln 106400004090. 1 1 $ 1,600 $ 1,600 1770 Kyllo Ln 100170075012 1 1 $ 1,600 $ 1,600 1765 Kyllo Ln 106400004100 1 1 $ 1,600 $ 1,600 1760 Kyllo Ln 101860000072 j 1 1 $ 1,600 $ 1,600 1755 Kyllo Ln 106400004110 1 1 $ 1,600 $ 1,600 1750 Kyllo Ln 101860000062 1 1 $ 1,600 $ 1,600 1745 Kyllo Ln 106400004120 ! 1 1 $ 1,600 $ 1,600 1740 Kyllo Ln 101860000050 1 1 $ 1,600 $ 1,600 1735 Kyllo Ln 106400004130 1 1 $ 1,600 $ 1,600 1732 Kyllo Ln 101860000041 1 1 $ 1,600 $ 1,600 1726 Kyllo Ln 101860000031 1 1 $ 1,600 $ 1,600 1725 Kyllo Ln 106400004140 1 1 $ 1,600 $ 1,600 1714 Kyllo Ln 101860000021 1 1 $ 1,600 $ 1,600 Subtotal Subtotal 14 14 $ 22,400 Ridgeview Acres - Jon Croft Acres 11 Monterey Ln R-1 Residential PIN Lot Equivalent # of lots Unit Assessment Total 1720 Monterey Ln 106400004010 1 1 $ 1,600 $ 1,600 1725 Monterey Ln 106400003150 1 1 $ 1,600 $ 1,600 1730 Monterey Ln 106400004020 1 1 $ 1,600 $ 1,600 1735 Monterey Ln 106400003140 1 1 $ 1,600 $ 1,600 1740 Monterey Ln 106400004030 1 1 $ 1,600 $ 1,600 1745 Monterey Ln 106400003130 1 1 $ 1,600 $ 1,600 j 1750 Monterey Ln 106400004040 1 1 $ 1,600 $ 1,600 1760 Monterey Ln ' 106400004050 1 1 $ 1,600 $ 1,600 1765 Monterey Ln 106500003120 1 1 1 $ 1,600 $ 1,600 1775 Monterey Ln 106400003110 1 1 $ 1,600 $ 1,600 1770 Monterey Ln 106400004060 1 1 $ 1,600 $ 1,600 1785 Monterey Ln 106400003100 1 1 $ 1,600 $ 1,600 I 1780 Monterey Ln 106400004070 1 1 $ 1,600 $ 1,600 1795 Monterey Ln ' 106400003090 1 1 ; $ 1,600 $ 1,600 Subtotal 14 14$ 22,400 Ridgeview Acres - Jon Croft Acres 11 Total R-1 Lots 52 52 $ 83,200 Residential Frontage 9,025 96.9% Non -Assessable Frontage 287 3.1% Total Frontage 9,312 100.0% Ridgeview Acres - Jon Croft Acres 12 Knoll Ridge Dr R-1 Residential R-1 Residential P.I.N Equivalent ot # of lots Unit Assessment Total Total 3670 Knoll Ridge Dr 106400001010 1 $ 1 $ 1,600 $ 1,600 3660 Knoll Ridge Dr 106400001020 1 1,600 1 $ 1,600 $ 1,600 i 3650 Knoll Ridge Dr 106400001030 1 $ 1 $ 1,600 $ 1,600 3640 Knoll Ridge Dr 106400001040 1 1,600 1 $ 1,600 $ 1,600 3630 Knoll Ridge Dr 106400001050 I 1 1740 Crestridge Ln 1 $ 1,600 $ 1,600 i 3620 Knoll Ridge Dr 106400001060 1 106400002040 1 $ 1,600 $ 1,600 3610 Knoll Ridge Dr 106400001070 1 1 1 I $ 1,600 $ 1,600 j 1757 Crestridge Ln Subtotal 7 1 7 1,600 $ $ 11,200 Total R-1 Lots 52 52 $ 83,200 Residential Frontage 9,025 96.9% Non -Assessable Frontage 287 3.1% Total Frontage 9,312 100.0% Ridgeview Acres - Jon Croft Acres 12 Crestridge Ln R-1 Residential P.I.N Lot Equivalent # of lots Unit Assessment Total 1725 Crestridge Ln 106400002010 1 1 $ 1,600 $ 1,600 1720 Crestridge Ln 106400003010 1 1 $ 1,600 $ 1,600 i 1730 Crestridge Ln 106400003020 1 1 i $ 1,600 $ 1,600 1735 Crestridge Ln 106400002020 1 1 $ 1,600 $ 1,600 1 1745 Crestridge Ln 106400002030 1 1 $ 1,600 $ 1,600 1740 Crestridge Ln 106400003030 1 1 $ 1,600 $ 1,600 1751 Crestridge Ln 106400002040 1 1 $ 1,600 $ 1,600 1750 Crestridge Ln 106400003040 1 1 $ 1,600 $ 1,600 1757 Crestridge Ln 106400002050 1 1 $ 1,600 $ 1,600 1760 Crestridge Ln 106400003050 1 1 $ 1,600 $ 1,600 1765 Crestridge Ln 106400002060 1 1 $ 1,600 $ 1,600 1770 Crestridge Ln 106400003060 1 1 $ 1,600 $ 1,600 1775 Crestridge Ln 106400002070 1 1 $ 1,600 $ 1,600 1780 Crestridge Ln 106400003070 1 1 $ 1,600 $ 1,600 1785 Crestridge Ln 106400002080 1 1 $ 1,600 $ 1,600 1790 Crestridge Ln 106400003080 1 1 1 $ 1,600 $ 1,600 1795 Crestridge Ln 106400002090 1 1 $ 1,600 $ 1,600 Subtotal 17 17 $ 27,200 Total R-1 Lots 52 52 $ 83,200 Residential Frontage 9,025 96.9% Non -Assessable Frontage 287 3.1% Total Frontage 9,312 100.0% Ridgeview Acres - Jon Croft Acres 12 "%4% 0 , 2019 Street Revitalization - Project 1312 Ridgeview Acres & Jon Croft Acres ter' Silver Bell R t + r rttt r v Y' t e Diffle� `a rM Treat Plant coy M.— �, r 0O r AC—hoe I PZ.* b, J T- vip, Odparkway ! 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Faruk c A k Mi I,•ke { Parx�a'<r� ��,✓\ .%not flil Document Path: L:IUSERSIPUBWORKS\Engineering\Projects\2019 Street Improvements\1312 - Ridgeview Acre"on Croft Acres11312 Location.mxd Date: 12/13/2018 FIG 1 uz � --. 41-4- 2019 Street Revitalization - Project 1312 Ridgeview Acres & Jon Croft Acres Document Path: L:\USERS%PUBWORKSIEngineeringlProjects12019 Street Improvements11312 - Ridgeview Acres -Jon CroftAcres11312.mxd Date: 12/18/2018 FIG 2 O Eq� 2019 Street Revitalization - Project 1312 Z Ridgeview Acres & Jon Croft Acres OA o 1.25" FULL WIDTH MILL �\ Typical Street Sections 60' ROW 32' F -F PAVEMENT SECTION 3.5" BASE COURSE 6" CLASS 5 AGG BASE COMPACTED SUBGRADE D412 CONCRETE CURB AND GUTTER EXIST. TYPICAL SECTION RIDGEVIEW ACRES - JON CROFT ACRES 60' ROW 32' F -F 1.5" TYPE 2360 BITUMINOUS OVERLAY BITUMINOUS TACK COAT 2" BITUMINOUS SURFACE 6" CLASS 5 AGG BASE COMPACTED SUBGRADE D412 CONCRETE CURB AND GUTTER PROPOSED TYPICAL SECTION RIDGEVIEW ACRES - JON CROFT ACRES Document Path: L:IUSERSIPUBWORKSIEngineering\Projects12019 Street Improvements11312 - RidgeviewAcres-Jon Cro3Acres11312 Fig 3.mxd Date: 12/12/2018 FIG 3 Agenda Information Memo January 2, 2019 Eagan City Council Meeting CONSENT AGENDA M. Project 1313, Old Sibley Highway Street Improvements Action To Be Considered: Receive the Draft Feasibility Report for Project 1313 Old Sibley Highway - Street Improvements) and schedule a public hearing to be held on February 5, 2019. Facts:  On June 5, 2018, the City Council directed staff to prepare a feasibility report considering the rehabilitation of a portion of Old Sibley Highway, a mixed-use street in northwest Eagan, located north of Diffley Road and east of Highway 13.  A structural mill and overlay of these streets is programmed for 2019 in the City of Eagan’s 5-Year CIP (2019-2023).  A draft Feasibility Report has been prepared and is being presented to the Council for their consideration of scheduling a public hearing for Tuesday, February 5, 2019.  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) CM-1 Draft Feasibility Report � s• r • r r ••ter EAGAN•.++ Report for rDDhTQFT� Old Sibley Highway Neighborhood Street Revitalization City Project No. 1313 January 2, 2019 f �y r. - J M a •�s�,,,� �� ,ire _ � � �, •�� iA R 01.ri JF 44 �L� •••rrrEAGAN To: Honorable Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: Jan. 2, 2019 Re: Old Sibley Highway Street Revitalization City Project No.: 1313 Attached is the feasibility report for the Old Sibley Highway Street Revitalization, City Project No. 1313. 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: Jan. 2, 2019 Re: Old Sibley Highway Street Revitalization City Project No.: 1313 Attached is the feasibility report for the Old Sibley Highway Street Revitalization, City Project No. 1313. 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................................................................................................................6 AssessmentFinancing 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 Old Sibley Highway Project # i 1313 Street Area 6,777 Sq. Yds. j Street length 1,782 Feet 84,800 1-1/2" overlay) Constructed South section - 1970 • North Section (836' east of O.S.M.H. to Improvement Resurface North section - 1998 South section 1979, 1998 f Reconstructed & 1-1/2" overlay) I Old Sibley Highway 1,100 North section — N/A Streets Included Utility Improvements • Adjustment/Replacement of. I 71100 I i - o Sanitary/Storm sewer Crack Sealed - 2006, 2013 Seal Coated 5 Parcels SW % of Section 19 East of Highway 13 Absolute Location Township 27, Range 23 Relative Location North of Diffley Rd Project Details • South Section (Diffley to Old Sibley PCI Rating 43/100 Memorial Hwy) — overlay (edge mill & $ 84,800 1-1/2" overlay) Recommended Overlay & • North Section (836' east of O.S.M.H. to Improvement Resurface cul-de-sac) — resurfacing (full width mill Curb Removal i 8% & 1-1/2" overlay) I $ 1,100 Scope • Replacement of damaged curb & gutter] - Utility Improvements • Adjustment/Replacement of. I 71100 I i - o Sanitary/Storm sewer Residential Units (R-3) 236 units o Utility castings Commercial/ Ind. Lots 5 Parcels o Water gate valves o Street signage • Utility Improvements Cost Estimate/ Revenue Old Sibley Highway 1 Property City Mill & Overlay w/ Signage $ 84,800 $ 48,053 $ 36,747 Repair Existing Concrete Curb & Gutter $ 22,500 - $ 22,500 j Concrete Entrance Repairs $ 1,100 $ 1,100 - Utility Improvements $ 71100 I i - $ 7,100 Total $ 115,500 f $ 49,153 (43%) $ 66,347 (57%) Old Sibley Highway 1 January 2, 2019 Neighborhood Street Revitalization Old Sibley Highway 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 1,782 feet of residential street (Old Sibley Highway) in western Eagan has been identified for 2019 street revitalization improvements. Figure 1, located in Appendix C, illustrates the project location. The southern section of the street was originally constructed in 1970, and was overlayed in 1979 and 1998. The northern section of the street was originally constructed in 1998, and has not yet been overlayed. 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 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. Old Sibley Highway 2 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. Scone This project will provide an overlay (edge mill and overlay from Diffley Road to Old Sibley Memorial Highway), and resurfacing (full width mill and overlay) from 836' east of Old Sibley Memorial Highway to the cul-de-sac (approximately 1,782 total 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 19, lying East of Highway 13, North of Diffley 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 43, which falls in the "Patch/Repair and/or Overlay" category, as mentioned above. Old Sibley Highway 3 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 2019 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. Proposed Improvements Pavement - The proposed street improvements shown in Figure 3. The existing street section for this roadway consists of 4-1/2" bituminous pavement supported by 8" gravel base. The existing bituminous surface in the southern section will be milled adjacent to the existing curb and gutter (6'-8' wide) to accommodate a 1% -inch bituminous overlay, and the northern section will be milled across its entire width to accommodate a 1-1/2" ,I - overlay. The overlay, combined with the -W 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 8% 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 Old Sibley Highway 4 ensure quick and easy access by the City for maintenance and other purposes. There are a few manhole structures that require doghouse/invert repairs and casting ajsutements due to deterioration. These improvements will be financed through the Combined Utility Fund. 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. i 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 area were reviewed to determine if additional Complete Streets opportunities are available and/or feasible. The streets are relatively narrow at 30 feet wide, have low traffic volumes, limited access points, trails internal to the townhome development, and a trail is located along Diffley 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 Old Sibley Highway 5 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 a right-of-way permit from Dakota County will be required to perform the work within the 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 (2019 — 2023) 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: Old Sibley Highway • Mill & Overlay........................................................................ $ 84,800 • Repair Existing Concrete Curb & Gutter ................................ $ 22,500 • Concrete Entrance Repairs .................................................... $ 1,100 • Utility Improvements............................................................. 7,100 Total........................................................................... $115500 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. Old Sibley Highway 6 City Special Assessment Policy Mill & Overlay - Low -Density Residential (R-1,2,3) Mill & Overlay — Commercial/ Industrial Repair Existing Concrete Curb & Gutter Utility Improvements Concrete Entrance Repairs • Total Front Feet (F.F.) = 3,564 F.F. • C/I Streets = 880 F.F. • R-3 Streets = 2249 F.F. • Unassessable frontage = 435 F.F. • Total Net Acreage = 10.67 net acres Assessment Ratio Property City 50% 50% 100% - - 100% - 100% 100% - Residential Lots —All residential lots (236 townhome units) 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 $115/ unit and is calculated as follows: Mill & Overlay - Residential Properties o 2,249' Residential Frontage / 3,564' Total Frontage = 63.1% o $84,800 (Mill & Overlay Costs) x 50% x 63.1% = $26,754 (Total R-3 Assessment) o $26,754 / 236 units = $113.36, rounded to $115 / townhome unit Commercial/Industrial Parcels — All commercial/industrial properties (5 total) as shown on Figure 2, adjacent to, or having access on to the 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 commercial roadways, regardless of width. The estimated cost per net acre, based on the City's Assessment Policy, is $1,960/ net acre and is calculated as follows: Mill & Overlay — (C/1) o 880' C/I Frontage / 3,564' Total Frontage = 24.7% C/I Frontage o $84,800 (Mill & Overlay Costs) x 100% (Assessment Rate) x 24.7% (C/I frontage) = $20,946 o $20,946 / 10.67 net acres = $1,963.07, rounded to $1,960 / net acre (C/1) The remaining frontage within the project area (435' or 12.2%) is considered non- assessable under the City's Assessment Policy, Old Sibley Highway 7 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 $1,100 or $160/ SY and is calculated as follows: • Total area of concrete driveway apron repair = 6 SY • Total concrete driveway apron cost = $1,100 • Total cost/SY = $183.33, rounded to $183/ 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 residential owners, and 10 years for commercial/ industrial properties. In 2018, the interest rate was set at 4.5%. The 2018 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 $115, and a C/I assessment of $1,000, with an estimated 4.5% interest for the assessed amounts, and assumes 14 months interest for the first year: $115 R-3 assessment: r Principal / Year Interest / Year Cost / Year wlst Year $23 $6 F$29 5th Year r $23 �$1 F$24 Commercial/ Industrial Per $1,000 assessed: FPrincipal / Year Interest / Year Cosi/ Year FSt Year 100 r$53 $153 loth Year 1 $100 $5 f $105 Bonds may be issued to finance the improvements. Revenue Source A summary of revenue sources is listed below: Old Sibley Highway 8 Project Cost Property Assessment City Contribution Mill and Overlay (Including Signage) $ 84,800 $ 48,053 $ 36,747 Repair Existing Curb & Gutter $ 22,500 - $ 22,500 Concrete Entrance Repairs $ 1,100 $ 1,100 - Utility Improvements $ 7,100 - $ 7,100 Totals $ 115,500 $ 49,153 $ 66,347 Old Sibley Highway 8 The Major Street Fund will finance the estimated street related project deficit of $59,247. The Combined Utility Fund will finance the estimated $7,100 utility improvements. Proiect Schedule Present Feasibility Report to City Council/ Order Public Hearing.......................................................................................... Jan. 2, 2019 Informational Meeting..................................................................................... Jan. 28, 2019 PublicHearing....................................................................................................Feb. 5, 2019 Approve Plans and Specifications....................................................................Feb. 19, 2019 BidDate........................................................................................................ March 28, 2019 AwardContract.................................................................................................April 2, 2019 Start Construction............................................................................................. May 1, 2019 ProjectCompletion.......................................................................................... August, 2019 Final Cost Report........................................................................................September, 2019 Final Assessment Hearing......................................................................................Fall, 2019 First Payment Due with Property Tax Statement ........................................... May 15, 2020 Old Sibley Highway 9 Appendix A Preliminary Cost Estimate City Project 1313 Old Sibley Highway Item No. Item Unit Unit Price Est City Estimated Cost Part 1 - Bituminous Street Overlay 2021.501 Mobilization LS $ 6,000.00 1 $ 6,000.00 2104.505 Remove Bituminous Pavement SY $ 6.00 20 $ 120.00 2232.501 Mill Bituminous Pavement (1- 1/4" depth, 6' Width) SY $ 1.30 1500 $ 1,950.00 2232.501 Mill Bituminous Pavement - Full Width (1-1/4" Depth) SY $ 2.00 3245 $ 6,490.00 2357.502 Bituminous Material for Tack Coat GAL $ 2.75 440 $ 1,210.00 2360.501 SP WEA340B Wearing Course Mixture (Overlay) TON $ 52.00 630 $ 32,760.00 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 100.00 10 $ 1,000.00 2504.602 Adjust Gate Valve Box EA $ 250.00 4 $ 1,000.00 2504.602 Repair Gate Valve Mid Section EA $ 500.00 1 $ 500.00 2504.602 Repair Gate Valve Top Section w/Cover EA $ 425.00 1 $ 425.00 2506.602 Adjust Frame and Ring Casting (Manhole) EA $ 700.00 8 $ 5,600.00 2563.601 Traffic Control LS $ 4,000.00 1 $ 4,000.00 SP -1 Signage Remove and Replace LS $ 1,035.00 1 $ 1,035.00 Subtotal $ 62,090.00 5% Contingency Subtotal 30% Indirect Costs Part I - Bituminous Street Overlay $ 3,104.50 $ 65,194.50 $ 19,558.35 $ 84,752.85 Item No. Item Unit Unit Price Est Qty Estimated Cost Part II - Repair Existing Curb & Gutter 2104.501 Remove Concrete Curb and Gutter LF $ 10.00 295 $ 2,950.00 2104.505 Remove Concrete Driveway /Valley Gutter SY $ 14.00 33 $ 462.00 2105.501 Common Excavation CY $ 35.00 10 $ 350.00 2211.501 Aggregate Base, CI.5 (100% Crushed) TON $ 25.00 10 $ 250.00 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 100.00 14 $ 1,400.00 2504.602 Irrigation Repair EA $ 160.00 2 $ 320.00 2506.602 Adjust Frame & Ring Casting (CB) HDPE Rings EA $ 550.00 8 $ 4,400.00 2506.602 Repair/ Grout CB or MH Invert/ Doghouses EA $ 400.00 2 $ 800.00 2506.602 Install 2 x 3 CB Erosion Barrier Shroud EA $ 150.00 2 $ 300.00 2531.501 Concrete Curb and Gutter, B618 LF $ 23.00 295 $ 6,785.00 2531.507 Concrete Valley Gutter - High Early SY $ 75.00 33 $ 2,475.00 2572.503 Application of Water for Turf Establishment GAL $ 0.15 2250 $ 337.50 2575.550 Boulevard Topsoil Borrow -MnDOT3877-2F CY $ 80.00 6 $ 480.00 2575.609 Seeding (MnDOT 270 w/Type 5 Hydromulch) SY $ 7.50 50 $ 375.00 Subtotal $ 21,684.50 5% Contingency $ 1,084.23 Subtotal $ 22,768.73 30% Indirect Costs $ 6,830.62 Part II - Repair Existing Curb & Gutter $ 29,599.34 Old Sibley Highway 10 Item No. I Item I Unit Unit Price Est Qty Estimated Cost Part III - Concrete Entrance Replacement 2104.505 Remove Concrete Driveway/Valley Gutter SY $ 14.00 6 $ 84.00 2104.505 Remove Bituminous Pavement SY $ 6.00 2 $ 12.00 2105.501 Common Excavation CY $ 35.00 2 $ 70.00 2211.501 Aggregate Base, Cl. 5 (100% Crushed) TON $ 25.00 1 $ 25.00 2360.501 SP WEA34CB Wearing Course Mixture (Patch) TON $ 100.00 1 $ 100.00 2531.507 Repair 8" Concrete Driveway Pavement - High Early SY $ 85.00 6 $ 510.00 Subtotal $ 801.00 5% Contingency $ 40.05$ Subtotal 841.05 30% Indirect Costs $ 252.32 Part III - Concrete Entrance Replacement $ 1,093.37 Part I - Bituminous Street Overlay $ 84,752.85 Part II - Repair Existing Curb & Gutter $ 29,599.34 Part III - Concrete Entrance Replacement $ 1,093.37 Project 1313 Total Cost $ 115,445.56 Old Sibley Highway 11 Appendix B Preliminary Assessment Roll City Project #1313 Old Sibley Highway RESIDENTIAL PROPERTIES Old Sibley Highway 12 Old Sibley HWY R-1 Residential i P.I.N. # Units Unit Assessment Unit Assessment Total I 4177 Old Sibley HWY 102242701010 1 $ 115 $ 115 4173 Old Sibley HWY 102242701020 1 $ 115 $ 115 4169 Old Sibley HWY 102242701030 1 $ 115 $ 115 4165 Old Sibley HWY 102242701040 1 $ 115 $ 115 4161 Old Sibley HWY 102242701050 1 $ 115 $ 115 4157 Old Sibley HWY 102242701060 1 $ 115 $ 115 4153 Old Sibley HWY 102242701070 1 $ 115 $ 115 115 Subtotal 7 1 $ $ 805 Old Sibley Highway 12 Liberty Ln R-1 Residential P.I.N. # Units Unit Assessment Total 2247 Liberty Ln 102242702010 1 $ 115 $ 115 2243 Liberty Ln 102242702020 1 $ 115 $ 115 2239 Liberty Ln 102242702030 1 $ 115 $ 115 2235 Liberty Ln 102242702040 1 $ 115 $ 115 2231 Liberty Ln 102242702050 1 $ 115 $ 115 2229 Liberty Ln 102242702060 1 $ 115 $ 115 2225 Liberty Ln 102242702070 1 $ 115 $ 115 2221 Liberty Ln 102242702080 1 $ 115 $ 115 2217 Liberty Ln 102242702090 1 $ 115 $ 115 2213 Liberty Ln 102242702100 1 $ 115 $ 115 2209 Liberty Ln 102242702110 1 $ 115 i $ 115 2205 Liberty Ln 102242702120 1 $ 115 $ 115 2201 Liberty Ln 102242702130 1 $ 115 $ 115 2197 Liberty Ln 102242702140 1 $ 115 $ 115 2196 Liberty Ln 102242702150 1 $ 115 $ 115 2198 Liberty Ln 102242702160 1 $ 115 $ 115 2200 Liberty Ln 102242702170 1 $ 115 $ 115 2204 Liberty Ln 102242702180 1 $ 115 $ 115 2208 Liberty Ln 102242702190 1 $ 115 $ 115 2212 Liberty Ln 102242702200 1 $ 115 $ 115 2216 Liberty Ln 102242702210 1 $ 115 $ 115 2220 Liberty Ln 102242702220 1 $ 115 $ 115 j 2224 Liberty Ln 102242702230 j 1 $ 115 $ 115 2228 Liberty Ln 102242702240 1 $ 115 $ 115 2232 Liberty Ln 102242702250 1 $ 115 $ 115 2236 Liberty Ln 102242702260 1 $ 115 $ 115 2240 Liberty Ln 102242702270 i 1 $ 115 $ 115 2244 Liberty Ln 102242702280 1 $ 115 t $ 115 2248 Liberty Ln 1 102242702290 ! 1 $ 115 $ 115 Subtotal 29 $ 3,335 Old Sibley Highway 12 Old Sibley Highway 13 Running Brook Rd Rocky Rapids Way R-1 Residential P.I.N. # Units Unit Assessment R-1 Residential P.I.N. # Units Unit Assessment 1 Total 2220 ROCKY RAPIDS WAY 102242604108 1 $ 115 $ 115 2208 ROCKY RAPIDS WAY 102242604102 1 $ 115 $ 115 2206 ROCKY RAPIDS WAY 102242604101 1 $ 115 I $ 115 2198 ROCKY RAPIDS WAY 102242604005 1 $ 115 $ 115 2196 ROCKY RAPIDS WAY 102242604004 1 $ 115 $ 115 2200 ROCKY RAPIDS WAY 102242604006 1 $ 115 $ 115 2194 ROCKY RAPIDS WAY 102242604003 1 $ 115 $ 115 2204 ROCKY RAPIDS WAY 102242604008 1 $ 115 $ 115 2190 ROCKY RAPIDS WAY 102242604001 1 $ 115 $ 115 2191 ROCKY RAPIDS WAY 102242603908 1 $ 115 $ 115 2201 ROCKY RAPIDS WAY 102242603903 1 $ 115 $ 115 2199 ROCKY RAPIDS WAY 102242603904 1 $ 115 $ 115 2218 ROCKY RAPIDS WAY 102242604107 1 $ 115 $ 115 2214 ROCKY RAPIDS WAY 102242604105 1 $ 115 $ 115 2216 ROCKY RAPIDS WAY 102242604106 1 $ 115 $ 115 2212 ROCKY RAPIDS WAY 102242604104 1 $ 115 $ 115 2210 ROCKY RAPIDS WAY 102242604103 1 $ 115 $ 115 2202 ROCKY RAPIDS WAY 102242604007 1 $ 115 j $ 115 2192 ROCKY RAPIDS WAY 102242604002 1 $ 115 $ 115 2193 ROCKY RAPIDS WAY 102242603907 1 $ 115 $ 115 2195 ROCKY RAPIDS WAY 102242603906 1 $ 115 $ 115 2197 ROCKY RAPIDS WAY 102242603905 1 $ 115 $ 115 2203 ROCKY RAPIDS WAY 102242603902 1 $ 115 $ 115 2205 ROCKY RAPIDS WAY 102242603901 1 $ 115 $ 115 Sub 1 $ 2,760 Old Sibley Highway 13 Running Brook Rd R-1 Residential P.I.N. # Units Unit Assessment Total 4169 RUNNING BROOK RD 102242604506 1 $ 115 $ 115 4171 RUNNING BROOK RD 102242604505 1 $ 115 $ 115 4175 RUNNING BROOK RD 102242604503 1 $ 115 $ 115 4177 RUNNING BROOK RD 102242604502 1 $ 115 $ 115 4194 RUNNING BROOK RD 102242604306 1 $ 115 $ 115 4196 RUNNING BROOK RD 102242604307 1 $ 115 $ 115 4198 RUNNING BROOK RD 102242604308 1 $ 115 $ 115 4190 RUNNING BROOK RD 102242604304 1 $ 115 $ 115 4186 RUNNING BROOK RD 102242604302 1 $ 115 $ 115 4184 RUNNING BROOK RD 102242604301 1 $ 115 $ 115 4178 RUNNING BROOK RD 102242604206 1 $ 115 $ 115 4172 RUNNING BROOK RD 102242604203 1 $ 115 $ 115 4185 RUNNING BROOK RD 102242604406 1 $ 115 $ 115 4180 RUNNING BROOK RD 102242604207 1 $ 115 $ 115 4183 RUNNING BROOK RD 102242604407 1 $ 115 $ 115 4192 RUNNING BROOK RD 102242604305 1 $ 115 $ 115 4188 RUNNING BROOK RD 102242604303 1 $ 115 j $ 115 4176 RUNNING BROOK RD 1022426C4205 1 $ 115 $ 115 4174 RUNNING BROOK RD 102242604204 1 $ 115 $ 115 4189 RUNNING BROOK RD 102242604404 1 $ 115 $ 115 Old Sibley Highway 13 4187 RUNNING BROOK RD 102242604405 1 $ 115 $ 115 4191 RUNNING BROOK RD 102242604403 1 $ 115 $ 115 4170 RUNNING BROOK RD 102242604202 1 $ 115 $ 115 4193 RUNNING BROOK RD 102242604402 1 $ 115 $ 115 4182 RUNNING BROOK RD 102242604208 1 $ 115 $ 115 4181 RUNNING BROOK RD 102242604408 1 $ 115 $ 115 4168 RUNNING BROOK RD ! 102242604201 1 $ 115 $ 115 4195 RUNNING BROOK RD 102242604401 1 $ 115 $ 115 4173 RUNNING BROOK RD 102242604504 1 $ 115 $ 115 4179 RUNNING BROOK RD 102242604501 1 1 $ 115 $ 115 CIR 102242603604 Subtotal 1 30 115 $ $ 3,450 Old Sibley Highway 14 Cool Stream Cir R-1 Residential P.I.N. # Units Unit Assessment Total 2174 COOL STREAM OR 102242603805 1 $ 115 $ 115 2172 COOL STREAM CIR 102242603804 1 $ 115 $ 115 2170 COOL STREAM CIR 102242603803 1 $ 115 $ 115 2154 COOL STREAM CIR 102242603703 1 $ 115 $ 115 2166 COOL STREAM CIR 102242603801 1 $ 115 $ 115 2156 COOL STREAM CIR 102242603704 1 $ 115 $ 115 2158 COOL STREAM CIR 102242603705 1 $ 115 $ 115 2164 COOL STREAM CIR 102242603708 1 $ 115 $ 115 2159 COOL STREAM CIR 102242603604 1 $ 115 $ 115 1 2185 COOL STREAM CIR 102242603403 1 $ 115 $ 115 2161 COOL STREAM CIR 102242603603 1 $ 115 $ 115 2167 COOL STREAM CIR 102242603506 1 $ 115 $ 115 2151 COOL STREAM CIR 102242603608 1 $ 115 $ 115 2163 COOL STREAM CIR 102242603602 1 $ 115 1 $ 115 2175 COOL STREAM CIR 102242603502 ! 1 $ 115 $ 115 2173 COOL STREAM CIR 102242603503 1 $ 115 $ 115 2165 COOL STREAM CIR 102242603601 1 $ 115 $ 115 2171 COOL STREAM CIR 102242603504 1 $ 115 $ 115 2176 COOL STREAM CIR 102242603806 1 $ 115 $ 115 2178 COOL STREAM CIR 102242603807 1 $ 115 $ 115 2180 COOL STREAM CIR 102242603808 1 $ 115 $ 115 2152 COOL STREAM CIR 102242603702 1 $ 115 $ 115 2168 COOL STREAM CIR 102242603802 1 $ 115 $ 115 2160 COOL STREAM CIR 102242603706 1 $ 115 $ 115 2150 COOL STREAM CIR 102242603701 1 $ 115 $ 115 2162 COOL STREAM CIR 102242603707 1 $ 115 ! $ 115 2179 COOL STREAM CIR 102242603406 1 $ 115 $ 115 2181 COOL STREAM CIR 102242603405 1 $ 115 $ 115 2189 COOL STREAM CIR 102242603401 1 $ 115 $ 115 2157 COOL STREAM CIR 102242603605 1 $ 115 + $ 115 E 2183 COOL STREAM CIR 102242603404 1 $ 115 $ 115 2187 COOL STREAM CIR 102242603402 1 $ 115 $ 115 2155 COOL STREAM CIR 102242603606 1 $ 115 $ 115 2153 COOL STREAM CIR 102242603607 1 $ 115 $ 115 2177 COOL STREAM CIR 102242603501 1 $ 115 $ 115 2169 COOL STREAM CIR 102242603505 1 $ 115 $ 115 Subtotal 36 $ 4,140 1 Old Sibley Highway 14 F-- White Water Way R-1 Residential 4 P.I.N. # Units Unit Assessment Total 2222 WHITE WATER WAY 102242604606 1 $ 115 $ 115 2216 WHITE WATER WAY 102242604603 1 $ 115 $ 115 2214 WHITE WATER WAY 102242604602 1 $ 115 $ 115 2212 WHITE WATER WAY 102242604601 1 $ 115 $ 115 2238 WHITE WATER WAY 102242604708 1 $ 115 $ 115 2234 WHITE WATER WAY 102242604706 1 $ 115 $ 115 2232 WHITE WATER WAY 102242604705 1 $ 115 $ 115 2230 WHITE WATER WAY 102242604704 1 $ 115 $ 115 2228 WHITE WATER WAY 102242604703 1 $ 115$ $ 115 2217 WHITE WATER WAY 102242604803 1 $ 115 $ 115 2215 WHITE WATER WAY 102242604804 1 $ 115 $ 115 2213 WHITE WATER WAY 102242604805 1 $ 115 $ 115 2221 WHITE WATER WAY 102242604801 1 $ 115 $ 115 2220 WHITE WATER WAY 102242604605 1 $ 115 $ 115 2218 WHITE WATER WAY 102242604604 1 $ 115 i $ 115 2236 WHITE WATER WAY 102242604707 1 $ 115 $ 115 2226 WHITE WATER WAY 102242604702 1 $ 115 $ 115 2224 WHITE WATER WAY 102242604701 1 $ 115 $ 115 2219 WHITE WATER WAY 102242604802 1 $ 115 $ 115 2211 WHITE WATERWAY 102242604806 1 $ 115 $ 115 2180 WATER LILLY LN Subtotal 20$ $ 115 $ 2,300 F-- Water Lilly Ln R-1 Residential P.I.N. # Units Unit Assessment Total 2122 WATER LILLY LN 102242503206 1 $ 115 $ 115 2126 WATER LILLY LN 102242503204 1 $ 115 $ 115 2136 WATER LILLY LN 102242503107 1 $ 115 $ 115 2118 WATER LILLY LN 102242503208 1 $ 115 $ 115 2138 WATER LILLY LN 102242503106 1 $ 115 $ 115 2140 WATER LILLY LN 102242503105 1 $ 115 $ 115 2132 WATER LILLY LN 102242503201 1 $ 115 ; $ 115 2146 WATER LILLY LN 102242503102 1 $ 115 $ 115 2108 WATER LILLY LN ' 102242503305 1 $ 115 $ 115 2106 WATER LILLY LN 102242503306 1 $ 115 $ 115 2150 WATER LILLY LN 102242503008 1 $ 115 $ 115 2152 WATER LILLY LN 102242503007 1 $ 115 $ 115 2102 WATER LILLY LN 102242503308 1 $ 115 $ 115 2154 WATER LILLY LN 102242503006 1 $ 115 $ 115 2116 WATER LILLY LN 102242503301 1 $ 115 $ 115 2164 WATER LILLY LN 102242503001 1 $ 115 $ 115 2160 WATER LILLY LN 102242503003 1 $ 115 ; $ 115 2236 WATER LILLY LN 102242502503 1 $ 115 $ 115 2234 WATER LILLY LN 102242502504 1 $ 115 $ 115 2170 WATER LILLY LN 102242502906 1 $ 115 $ 115 2180 WATER LILLY LN 102242502901 1 $ 115 $ 115 2232 WATER LILLY LN 102242502505 1 $ 115 { $ 115 2230 WATER LILLY LN 102242502506 1 $ 115 $ 115 Old Sibley Highway 15 2240 WATER LILLY LN 102242502501 1 $ 115 $ 115 2174 WATER LILLY LN 102242502904 1 $ 115 $ 115 2244 WATER LILLY LN 102242502405 1 $ 115 $ 115 2214 WATER LILLY LN 102242502608 1 $ 115 $ 115 2168 WATER LILLY LN 102242502907 1 $ 115 $ 115 2224 WATER LILLY LN 102242502603 1 $ 115 $ 115 2216 WATER LILLY LN 102242502607 ! 1 $ 115 $ 115 2250 WATER LILLY LN 102242502402 I 1 $ 115 $ 115 2248 WATER LILLY LN 102242502403 1 $ 115 $ 115 2218 WATER LILLY LN 102242502606 1 $ 115 $ 115 2228 WATER LILLY LN 102242502601 1 $ 115 $ 115 2188 WATER LILLY LN 102242502805 1 $ 115 $ 115 2186 WATER LILLY LN 102242502806 1 $ 115 $ 115 2190 WATER LILLY LN 102242502804 1 $ 115 $ 115 2202 WATER LILLY LN 102242502706 1 $ 115 $ 115 2204 WATER LILLY LN 102242502705 1 $ 115 $ 115 2196 WATER LILLY LN 102242502801 ! 1 $ 115 $ 115 2206 WATER LILLY LN 102242502704 i 1 $ 115 $ 115 2124 WATER LILLY LN i 102242503205 1 $ 115 $ 115 2134 WATER LILLY LN 102242503108 1 $ 115 $ 115 2120 WATER LILLY LN 102242503207 1 $ 115 $ 115 2128 WATER LILLY LN 102242503203 1 $ 115 $ 115 2130 WATER LILLY LN i 102242503202 1 $ 115 $ 115 2142 WATER LILLY LN 102242503104 1 $ 115 $ 115 2144 WATER LILLY LN 102242503103 1 $ 115 $ 115 2148 WATER LILLY LN 102242503101 1 $ 115 $ 115 2104 WATER LILLY LN 102242503307 1 $ 115 $ 115 2110 WATER LILLY LN 102242503304 1 $ 115 $ 115 2112 WATER LILLY LN 102242503303 1 $ 115 $ 115 2156 WATER LILLY LN 102242503005 1 $ 115 $ 115 2114 WATER LILLY LN 102242503302 1 $ 115 $ 115 2162 WATER LILLY LN 102242503002 1 $ 115 $ 115 2158 WATER LILLY LN 102242503004 1 $ 115 $ 115 2176 WATER LILLY LN 102242502903 1 $ 115 $ 115 2178 WATER LILLY LN 102242502902 1 $ 115 $ 115 2238 WATER LILLY LN 102242502502 1 $ 115 $ 115 2220 WATER LILLY LN 102242502605 1 $ 115 $ 115 2172 WATER LILLY LN 102242502905 1 $ 115 $ 115 2166 WATER LILLY LN 102242502908 1 $ 115 $ 115 2222 WATER LILLY LN 102242502604 1 $ 115 $ 115 2242 WATER LILLY LN 102242502406 1 $ 115 $ 115 2246 WATER LILLY LN 102242502404 1 $ 115 $ 115 2252 WATER LILLY LN 102242502401 1 $ 115 $ 115 2226 WATER LILLY LN 102242502602 ' 1 $ 115 $ 115 2184 WATER LILLY LN ! 102242502807 1 $ 115 ; $ 115 2198 WATER LILLY LN 102242502708 1 $ 115 j $ 115 2192 WATER LILLY LN 102242502803 1 $ 115 $ 115 2182 WATER LILLY LN 102242502808 1 $ 115 $ 115 2200 WATER LILLY LN 102242502707 1 $ 115 , $ 115 2194 WATER LILLY LN 102242502802 1 $ 115 j $ 115 2212 WATER LILLY LN 102242502701 1 $ 115 $ 115 Old Sibley Highway 16 2210 WATER LILLY LN 102242502702 ' 1 $ 115 $ 115 2208 WATER LILLY LN 102242502703 1 $ 115 $ 115 i Subtotal 76 1 $ 8.740 Total R-3 Lots 236 $ 27,140 Old Sibley Highway 17 Creekside Ct R-1 Residential P.I.N. # Units Unit Assessment Total 2227 CREEKSIDE CT 102242502104 1 $ 115 $ 115 2225 CREEKSIDE CT 102242502105 1 $ 115 $ 115 2231 CREEKSIDE CT 102242502102 1 $ 115 $ 115 2243 CREEKSIDE CT 102242502305 1 $ 115 $ 115 2245 CREEKSIDE CT 102242502304 1 $ 115 $ 115 2249 CREEKSIDE CT 102242502302 1 $ 115 $ 115 2241 CREEKSIDE CT 102242502201 1 $ 115 $ 115 2239 CREEKSIDE CT 102242502202 1 $ 115 $ 115 2229 CREEKSIDE CT 102242502103 1 $ 115 $ 115 2233 CREEKSIDE CT 102242502101 1 $ 115 $ 115 2237 CREEKSIDE CT 102242502203 1 $ 115 $ 115 2235 CREEKSIDE CT 102242502204 1 ! $ 115 $ 115 2247 CREEKSIDE CT 102242502303 1 $ 115 $ 115 2251 CREEKSIDE CT 102242502301 1 $ 115 $ 115 Subtotal 14 $ 1,610 Total R-3 Lots 236 $ 27,140 Old Sibley Highway 17 COMMERCIAL/ INDUSTRIAL PROPERTIES * net acreage credit for R/W or ponding easement Total Assessments 1 10.95 1 10.67 1 1 $20,913 ' 6.00 1 $ 1,100 $22,013 TOTAL ASSESSMENT (R-3 + C/I + Driveway) = $ 49,153 Commercial/ Old Sibley Hyw Frontage 880 24.7% Residential Frontage 2249 Concrete Concrete Industrial P.I.N. Gross Net Unit Total Street Entrance Entrance Total Acreage Acreage Assessment Assessment Area (SY) Assessment Assessment ($183/SY) 4145 Old Sibley HWY 105910101010 1 2.01 2.01 $ 1,960 $ 3,940 $ 3,940 4135 Old Sibley HWY 105910101020 2.89 2.89 $ 1,960 $ 5,664 $ 5,664 4125 Old Sibley HWY 105910101030 0.80 0.80 $ 1,960 $ 1,568 $ 1,568 4065 Old Sibley 100190052040 2.63 2.35 $ 1,960 $ 4,606 6.0 $ 1,100 $ 5,706 HWY* CenterPoint Energy 100190052050 2.62 2.62 $ 1,960 $ 5,135 $ 5,135 Subtotal 10.95 10.67 $20,913 ! 6.0 $ 1,100 $22,013 * net acreage credit for R/W or ponding easement Total Assessments 1 10.95 1 10.67 1 1 $20,913 ' 6.00 1 $ 1,100 $22,013 TOTAL ASSESSMENT (R-3 + C/I + Driveway) = $ 49,153 Commercial/ Industrial Frontage 880 24.7% Residential Frontage 2249 63.1% Non -Assessable Frontage 435 12.2% Total Frontage 3564 100% Old Sibley Highway 18 2019 Street Revitalization - Project 1313 Old Sibley Highway 'j Aok i Cu, C Silver Bell R� ps-.., JI�rrA Y Old Sibley Highway Project 1313 1 ®� Diffle , Rre t CGffLake (Go uktr�A , tl- 1 J r mg _J - j l Lake 1 I - euner Fl+tts .R �aNaa•I r:ak Document Path: L:\USERS\PUBWORKS1Engineering\Projecb12919 Street ImprovementM1313 - Old Sibley Highway\1313 Location.mxd Date: 12/13/2018 FIG 1 OF Z., �y,,; cZ 2019 Street Revitalization -Project 1313 Old Sibley Highway lr. m Is E- CTrM ' to 4065 Centerpvint + y Energy f x 125 t OO 1 4145 f +! ) Z . `'� ^? 4- 2' - AY wl r` RUGS La ►� `4" 14, J LU <7� CREEFCSIDE•.OY _v Project Area Legend �� lvti�rv�rwW� 7 a Assesable Protect Area Assessable_ Class t,ArL7. : °�t�r •� ,i .` Zoning _ R-3 Residential ($115 Per Unit) 1 DIFFLEY Rp '•l - w _ W-02 • _ _ Business Park I 2019 Street Improvement Document Path: L:IUSERSIPUBWORKS1Engineering\Projects12019 Street Improvements11313 - Old Sibley Highway11313.mxd Date. 12/20/20181 FIG 2 q� 2019 Street Revitalization - Project 1313 z Old Sibley Highway s �s� SsH f-9 Typical OIL Typical Street Sections 60' ROW 32' F -F PAVEMENT SECTION 4.5" BASE COURSE 8" CLASS 5 AGG BASE COMPACTED SUBGRADE EXIST. TYPICAL SECTION OLD SIBLEY HIGHWAY 60' ROW r 32' F -F 1.25' FULL WIDTH MILL 1.5" TYPE 2360 BITUMINOUS OVERLAY B618 CONCRETE CURB AND GUTTER t� B618 CONCRETE BITUMINOUS TACK COAT CURB AND GUTTER 3" BITUMINOUS SURFACE 8" CLASS 5 AGG BASE COMPACTED SUBGRADE PROPOSED TYPICAL SECTION OLD SIBLEY HIGHWAY Document Path: L:IUSERSIPUBWORKS1Engineering\Projects12019 Street Improvements11313 - Old Sibley Highway11313 Fig 3.mxd Date: 12/12/2018 FIG 3 Agenda Information Memo January 2, 2019 Eagan City Council Meeting CONSENT AGENDA N. Project 1314, Meadowland 1st Addition Street Improvements Action To Be Considered: Receive the Draft Feasibility Report for Project 1314 Meadowland 1st Addition - Street Improvements) and schedule a public hearing to be held on February 5, 2019. Facts:  On June 5, 2018, the City Council directed staff to prepare a feasibility report considering the rehabilitation of the streets within Meadowland 1st Addition, a residential neighborhood in southwest Eagan, located south of Diffley Road and east of Rahn Road.  A structural mill and overlay of these streets is programmed for 2019 in the City of Eagan’s 5-Year CIP (2019-2023).  A draft Feasibility Report has been prepared an d is being presented to the Council for their consideration of scheduling a public hearing for Tuesday, February 5, 2019.  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) CN-1 Draft Feasibility Report EAGAN Report for Meadowlands 1St Addition Neighborhood Street Revitalization City Project No. 1314 January 2, 2019 i6i" C To: Honorable Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: Jan. 19, 2019 Re: Meadowlands 1St Addition Street Revitalization City Project No.: 1314 Attached is the feasibility report for the Meadowlands 1 St Addition Street Revitalization, City Project No. 1314. 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: + + r rEAGAN �1 To: Honorable Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: Jan. 19, 2019 Re: Meadowlands 1St Addition Street Revitalization City Project No.: 1314 Attached is the feasibility report for the Meadowlands 1 St Addition Street Revitalization, City Project No. 1314. 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...............................................................................................................7 Assessments................................................................................................................7 AssessmentFinancing 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 Details • Roadway resurfacing (Full width mill & 1-1/2" overlay) • Replacement of damaged curb & gutter Meadowlands 1St 44/100 Recommended Improvement Project Name Curb Removal Project # 1314 Scope o Sanitary/Storm sewer Addition - o Utility castings Street Area 24,350 Sq. Yds. Street Length 6,452 Feet 146 (R1) Chipmunk Ct. Constructed 1980 Badger Ct. Shale Ln. Overlayed 1999 Bear Path TH. Crack Sealed I - Streets Included Beaver Dam Ct. Timber Wolf Trl S. Timber Wolf Trl N. Seal Coated 2007, 2014 Timber Wolf Ct. NW % of Section 29 South of Diffley Road Absolute Location Township 27, Range 23 Relative Location East of Rahn Road Project Details • Roadway resurfacing (Full width mill & 1-1/2" overlay) • Replacement of damaged curb & gutter PCI Rating 44/100 Recommended Improvement Resurface Curb Removal 12% • Adjustment/Replacement of: Scope o Sanitary/Storm sewer Utility Improvements $ 29,200 - o Utility castings Total $ 358,100 $ 131,400 (37%) o Water gate valves o Street signage Residential Lots 146 (R1) • Utility Improvements Cost Estimate/ Revenue Meadowlands 1St Addition 1 Property City Mill & Overlay w/ Signage $ 267,900 $ 131,400 $ 136,500 Repair Existing Concrete Curb & Gutter $ 61,000 - $ 61,000 Utility Improvements $ 29,200 - $ 29,200 Total $ 358,100 $ 131,400 (37%) $ 226,700 (63%) Meadowlands 1St Addition 1 Jan. 2, 2019 Neighborhood Street Revitalization Meadowlands 11t Addition 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 6,452 feet of residential streets in the Meadowlands 1st Addition neighborhood in south west Eagan has been identified for 2019 street revitalization improvements. Figure 1, located in Appendix C, illustrates the project location. The streets were originally constructed in 1980, and were overlayed 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 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 2007 and 2014. 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 Meadowlands 1st Addition 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 (full width mill and overlay) for approximately 6,452 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 NW %, Section 29, lying South of Diffley Road, East Rahn 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 2018 PCI rankings for the street segments have a weighted average pavement condition rating of 44, 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 2019 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. Meadowlands 11 Addition Proposed Improvements Pavement - The proposed street improvements shown in Figure 3. The existing street section for this roadway consists of 4-1/2" 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 al ._ 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 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 manhole and catch basin structures that require adjustments, castings to be replaced, and doghouse/invert repairs due to deterioration. These improvements will be financed through the Combined Utility Fund. Meadowlands 15t Addition 4 6 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 In providing this detectable warning is through the 4:7 . 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 l along the existing trail wherever they currently do not exist, or 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 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. Meadowlands 1St Addition 5 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 along Rahn Road and Beaver Dam Road (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 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 (2019 — 2023) 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. Meadowlands 11 Addition 6 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: Meadowlands V Addition • Mill & Overlay........................................................................ $ 267,900 • Repair Existing Concrete Curb & Gutter ................................ $ 61,000 • Utility Improvements............................................................. 29,200 Total........................................................................... $ 358,100 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% Residential Lots — All R-1 residential lots (146 single family and twin 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 $900/R-1 lot and is calculated as follows: Mill & Overlay - Residential Properties o 12,641' Residential Frontage / 12,904' Total Frontage = 98.0% o $267,900 (Mill & Overlay Costs) x 50% x 98.0% = $131,271 (Total R-1 Assessment) O $131,271 / 146 lots = $899.12, rounded to $900 / R-1 residential lot The remaining frontage within the project area (263' or 2.0%) is considered non- assessable under the City's Assessment Policy. Meadowlands 11t Addition 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 owners. In 2018, the interest rate was set at 4.5%. The 2019 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 $900 with an estimated 4.5% interest for the assessed amounts, and assumes 14 months interest for the first year: 1st Year 5th Year Principal / Year I interest/Year j Cost / Year $180 $180 Bonds may be issued to finance the improvements. Revenue Source A summary of revenue sources is listed below: $47 $8 $227 $188 The Major Street Fund will finance the estimated street related project deficit of $197,500. The Combined Utility Fund will finance the estimated $29,200 utility improvements. Meadowlands 15t Addition 8 Project Cost Property Assessment City Contribution Mill and Overlay (Including Signage) $ 267,900 $ 131,400 $ 136,500 Repair Existing Curb & Gutter $ 61,000 - $ 61,000 Utility Improvements $ 29,200 - $ 29,200 Totals $ 358,100 $131,400 $ 226,700 The Major Street Fund will finance the estimated street related project deficit of $197,500. The Combined Utility Fund will finance the estimated $29,200 utility improvements. Meadowlands 15t Addition 8 Project Schedule Present Feasibility Report to City Council/ Order Public Hearing.......................................................................................... Jan. 2, 2019 Informational Meeting..................................................................................... Jan. 28, 2019 Public Hearing....................................................................................................Feb. 5, 2019 Approve Plans and Specifications....................................................................Feb. 19, 2019 BidDate........................................................................................................ March 28, 2019 Award Contract.................................................................................................April 2, 2019 Start Construction............................................................................................. May 1, 2019 Project Completion.......................................................................................... August, 2019 Final Cost Report........................................................................................September, 2019 Final Assessment Hearing...................................................................................... Fall, 2019 First Payment Due with Property Tax Statement ........................................... May 15, 2020 Meadowlands 1st Addition 9 Appendix A Preliminary Cost Estimate City Project 1314 Meadowland 1st Addition Item No. I Item I Uniti Unit Price I Est Qty I Estimated Cost Part I - Bituminous Street Overlay 2021.501 Mobilization LS $ 6,000.00 1 $ 6,000.00 2104.505 Remove Bituminous Pavement SY $ 6.00 50 $ 300.00 2232.501 Mill Bituminous Pavement (1- 1/4" depth, 6' Width) SY $ 1.30 0 $ 2232.501 Mill Bituminous Pavement - Full Width (1-1/4" Depth) SY $ 2.00 24350 $ 48,700.00 2357.502 Bituminous Material for Tack Coat GAL $ 2.75 1585 $ 4,358.75 2360.501 SP WEA340B Wearing Course Mixture (Overlay) TON $ 52.00 2260 $ 117,520.00 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 100.00 10 $ 1,000.00 2504.602 Adjust Gate Valve Box EA $ 250.00 4 $ 1,000.00 2504.602 Repair Gate Valve Mid Section EA $ 500.00 1 $ 500.00 2504.602 Repair Gate Valve Top Section w/Cover EA $ 425.00 2 $ 850.00 2506.602 Adjust Frame and Ring Casting (Manhole) EA $ 700.00 23 $ 16,100.00 2506.602 Adjust Manhole Casting - Riser Adjustment EA $ 250.00 0 $ 4,000.00 2506.602 Remove & Replace Frame & Ring Casting (27") EA $ 1,250.00 1 $ 1,250.00 2563.601 Traffic Control LS $ 4,000.00 1 $ 4,000.00 SP -1 Signage Remove and Replace LS $ 2,500.00 1 $ 2,500.00 Subtotal $ 204,078.75 5% Contingency $ 10,203.94 Subtotal $ 214,282.69 25% Indirect Costs $ 53,570.67 Part I - Bituminous Street Overlay $ 267,853.36 Item No. I Item Unit I Unit Price I Est Qty Estimated Cost Part If - Repair Existing Curb & Gutter 2101.601 Remove Trail Overgrowth LS $ 1,500.00 0 $ 2104.501 Remove Concrete Curb and Gutter LF $ 10.00 930 $ 9,300.00 2104.503 Remove Bituminous Pavement SY $ 6.00 0 $ 2104.503 Remove Concrete Sidewalk (4") SF $ 2.50 116 $ 290.00 2104.503 Remove Concrete Sidewalk (6") SF $ 2.50 120 $ 300.00 2104.505 Remove Concrete Driveway /Valley Gutter SY $ 14.00 0 $ 2104.523 Salvage Casting EA $ 125.00 0 $ 2105.501 Common Excavation CY $ 35.00 10 $ 350.00 2211.501 Aggregate Base, CI.S (100% Crushed) TON $ 25.00 30 $ 750.00 SP WEA240B Wearing Course Mixture (Trail/Parking Lot 2360.501 Overlay) TON $ 80.00 0 $ 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 100.00 40 $ 4,000.00 2504.602 Irrigation Repair EA $ 160.00 10 $ 1,600.00 2506.521 Install Casting EA $ 550.00 0 $ 2506.602 Adjust Frame & Ring Casting (CB) HDPE Rings EA $ 550.00 7 $ 3,850.00 2506.602 Remove & Replace Casting 3067V (Catch Basin) EA $ 900.00 13 $ 11,700.00 2506.602 Remove & Replace Casting 3501TB (Catch Basin) EA $ 900.00 3 $ 2,700.00 2506.602 Remove & Replace CBMH Structure w/Cstg (4' Dia.) EA $ 5,200.00 0 $ 2506.602 Remove & Replace CS Structure (2'x 3') EA $ 3,000.00 0 $ 2506.602 Remove & Replace CB Structure w/Cstg (2'x 3') EA $ 3,500.00 0 $ - 2506.602 Remove & Replace Top Slab 54" Dia (CBMH) EA $ 1,600.00 0 $ 2506.602 Repair/ Grout CB or MH Invert/ Doghouses EA $ 400.00 10 $ 4,000.00 Meadowlands 1St Addition 10 2506.602 Install 2 x 3 CB Erosion Barrier Shroud EA $ 150.00 2 $ 300.00 2521.501 6" Concrete Ped Ramp w/ Wet Cast for Truncated Dome Inset SF $ 14.00 100 $ 1,400.00 2521.501 4" Concrete Sidewalk SF $ 6.00 16 $ 96.00 2521.501 6" Concrete Sidewalk SF $ 8.00 120 $ 960.00 2521.501 6" Concrete Bullnose SF $ 12.00 0 $ 2531.501 Concrete Curb & Gutter B612 LF $ 20.00 0 $ 2531.501 Concrete Curb and Gutter, B618 LF $ 23.00 45 $ 1,035.00 2531.501 Concrete Curb and Gutter, B624 LF $ 28.00 0 $ 2531.501 Concrete Curb and Gutter, D412 LF $ 20.00 885 $ 17,700.00 2531.501 Concrete Curb and Gutter, Surmountable LF $ 23.00 0 $ 2531.507 Concrete Valley Gutter- High Early SY $ 75.00 0 $ 2531.507 8" Concrete Driveway Pavement - High Early SY $ 75.00 0 $ 2531.507 Repair 8" Concrete Driveway Pavement - High Early SY $ 85.00 0 $ 2531.618 Truncated Dome Detectable Warning Paver (2x2) EA $ 80.00 16 $ 1,280.00 2531.618 Truncated Dome Detactable Warning Paver (Radius Plate) EA $ 80.00 0 $ 2540.602 Repair Underground Electric Fence EA $ 85.00 10 $ 850.00 2540.602 Repair Landscaping EA $ 200.00 5 $ 1,000.00 2572.503 Application of Water for Turf Establishment GAL $ 0.15 9450 $ 1,417.50 2573.530 Storm Drain Inlet Protection EA $ 175.00 2 $ 350.00 2575.550 Boulevard Topsoil Borrow —MnDOT3877-2F CY $ 80.00 25 $ 2,000.00 2575.609 Seeding (MnDOT 270 w/Type 5 Hydromulch) SY $ 7.50 200 $ 1,500.00 Subtotal $ 68,728.50 5% Contingency $ 3,436.43 Subtotal $ 72,164.93 25% Indirect Costs $ 18,041.23 Part 11- Repair Existing Curb & Gutter $ 90,206.16 Part i - Bituminous Street Overlay $ 267,853.36 Part II - Repair Existing Curb & Gutter $ 90,206.16 Project 1314 Total Cost $ 358,059.52 Meadowlands 1St Addition 11 Appendix B Prelimary Assessment Roll City Project #1314 Meadowland 1st Addition Meadowlands 1St Addition 12 Chipmunk Ct BadgerCt R-1 Residential i P.I.N. Lot Equivalent , # of Lots Unit Assessment ; Unit Assessment Total 1997 Chipmunk Ct 104805001028 1 1 $ 900 $ 900 1991 Chipmunk Ct 104805001029 1 1 $ 900 $ 900 1985 Chipmunk Ct 104805001030 1 1 $ 900 $ 900 1979 Chipmunk Ct 104805001031 1 1 $ 900 $ 900 1973 Chipmunk Ct 104805001032 1 1 $ 900 $ 900 1967 Chipmunk Ct 104805001033 1 1 $ 900 $ 900 1961 Chipmunk Ct 104805001034 1 1 $ 900 $ 900 1960 Chipmunk Ct 104805001035 1 1 $ 900 $ 900 1966 Chipmunk Ct 104805001036 1 1 $ 900 $ 900 1972 Chipmunk Ct 104805001037 1 1 $ 900 $ 900 j 1978 Chipmunk Ct 104805001038 1 1 $ 900 $ 900 1984 Chipmunk Ct 104805001039 1 1 $ 900 $ 900 1990 Chipmunk Ct 104805001040 1 1 $ 900 $ 900 1996 Chipmunk Ct 104805001041 1 I 1 $ 900 $ 900 I i Subtotal 14 14 $ 12,600 i Meadowlands 1St Addition 12 Shale Ln BadgerCt R-1 Residential R-1 Residential P.I.N. Lot Equivalent Lots Unit Assessment Total Total 1995 Badger Ct 104805001081 1 1 $ 900 $ 900 1989 Badger Ct 104805001082 1 1 $ 900 $ 900 1983 Badger Ct 104805001083 1 1 $ 900 $ 900 1977 Badger Ct 104805001084 1 1 $ 900 $ 900 1971 Badger Ct 104805001085 1 1 $ 900 $ 900 1970 Badger Ct 104805001086 1 1 $ 900 $ 900 1976 Badger Ct 104805001087 1 1 $ 900 $ 900 1982 Badger Ct 104805001088 1 1 $ 900 $ 900 1988 Badger Ct 104805001089 1 1 $ 900 $ 900 1994 Badger Ct 104805001090 1 1 $ 900 $ 900 Subtotal 10 10 $ 9,000 Meadowlands 1St Addition 12 Shale Ln R-1 Residential P.I.N. Lot Equivalent LoLf of Unit Assessment Total 1989 Shale Ln 104805001103 1 1 $ 900 $ 900 1992 Shale Ln 104805004011 1 1 $ 900 $ 900 1990 Shale Ln 104805004012 1 1 $ 900 $ 900 1986 Shale Ln 104805004022 1 1 $ 900 $ 900 I 1984 Shale Ln 104805004021 1 1 $ 900 $ 900 1978 Shale Ln 104805004032 1 1 $ 900 $ 900 1976 Shale Ln 104805004031 1 1 $ 900 $ 900 i 1968 Shale Ln 104805004041 1 1 $ 900 $ 900 1966 Shale Ln 104805004042 1 1 $ 900 $ —H 900 Meadowlands 1St Addition 12 1962 Shale Ln 104805004051 1 1 1 1 1 $ 900 $ 900 1960 Shale Ln 104805004052 1 1 $ 900 $ 900 Subtotal 11 11 5 9,900 Meadowlands 1St Addition 13 Bear Path Tri R-1 Residential P.I.N. Lot Equivalent # of Lots Unit Assessment Total 4393 Bear Path Trl 104805001102 1 1 $ 900 $ 900 4394 Bear Path Trl 104805003170 1 1 $ 900 $ 900 4389 Bear Path Trl 104805001101 1 1 $ 900 $ 900 4390 Bear Path Trl 104805003160 1 1 $ 900 $ 900 4385 Bear Path Trl 104805001100 1 1 1 $ 900 $ 900 4386 Bear Path Trl 104805003150 1 1 $ 900 $ 900 4381 Bear Path Trl 104805001099 1 1 $ 900 $ 900 4382 Bear Path Trl ! 104805003140 1 1 $ 900 $ 900 4377 Bear Path Trl 104805001098 1 1 $ 900 $ 900 4378 Bear Path Trl 104805003130 1 1 $ 900 $ 900 4376 Bear Path Trl 104805003120 1 1 $ 900 $ 900 4373 Bear Path Trl 104805001097 1 1 $ 900 $ 900 4374 Bear Path TO 104805003110 1 1 $ 900 $ 900 4372 Bear Path Trl 104805003100 1 1 $ 900 $ 900 4368 Bear Path Trl 104805003090 1 1 $ 900 $ 900 4369 Bear Path Trl 104805001096 1 1 $ 900 $ 900 4365 Bear Path Trl 104805001095 1 1 $ 900 $ 900 4358 Bear Path Trl 104805003080 1 1 $ 900 $ 900 4361 Bear Path Trl 104805001094 1 1 $ 900 $ 900 4357 Bear Path Trl 104805001093 1 1 $ 900 ! $ 900 4344 Bear Path TO 104805003070 1 1 $ 900 $ 900 4353 Bear Path Tri 104805001092 1 1 $ 900 $ 900 4349 Bear Path TO 104805001091 1 1 $ 900 $ 900 4347 Bear Path Trl 104805001080 1 1 $ 900 $ 900 4345 Bear Path Trl 104805001079 1 1 $ 900 $ 900 4341 Bear Path Trl 104805001078 1 1 $ 900 $ 900 4337 Bear Path Trl 104805001077 1 1 $ 900 $ 900 4334 Bear Path Trl 104805003060 1 1 $ 900 $ 900 4333 Bear Path Trl 1 104805001076 1 1 $ 900 $ 900 4330 Bear Path Trl 104805003050 1 1 $ 900 $ 900 4329 Bear Path Trl 104805001075 1 1 $ 900 $ 900 4325 Bear Path Trl 104805001074 1 1 1 $ 900 $ 900 4326 Bear Path Trl 104805003040 1 1 $ 900 $ 900 4322 Bear Path Trl 104805003030 1 1 $ 900 $ 900 4321 Bear Path Trl 104805001073 1 1 $ 900 $ 900 4318 Bear Path Trl 104805003020 1 1 $ 900 $ 900 4317 Bear Path TO 104805001072 1 1 $ 900 $ 900 4313 Bear Path Trl 104805001071 1 1 $ 900 $ 900 Subtotal 38 38 $ 34,200 Meadowlands 1St Addition 13 Meadowlands Is' Addition 14 Timber Wolf TO Beaver Dam Ct R-1 Residential R-1 Residential P.I.N. Lot Equivalent Lots Unit Assessment Total Total 1944 Beaver Dam Ct 104805001070 I 1 1 $ 900 $ 900 1948 Beaver Dam Ct 104805001069 1 1 $ 900 $ 900 1952 Beaver Dam Ct 104805001068 1 1 $ 900 $ 900 1956 Beaver Dam Ct 104805001067 I 1 1 $ 900 $ 900 1960 Beaver Dam Ct 104805001066 1 1 $ 900 $ 900 1964 Beaver Dam Ct 104805001065 1 1 $ 900 $ 900 1965 Beaver Dam Ct 104805001064 1 1 $ 900 $ 900 1961 Beaver Dam Ct 104805001063 1 1 $ 900 $ 900 1957 Beaver Dam Ct 104805001062 1 1 $ 900 $ 900 1953 Beaver Dam Ct 104805001061 1 I 1 $ 900 $ 900 1949 Beaver Dam Ct 104805001060 1 1 $ 900 $ 900 1945 Beaver Dam Ct 104805001059 1 1 $ 900 $ 900 900 $ Subtotal 12 12 1 1 $ 10,800 Meadowlands Is' Addition 14 Timber Wolf TO R-1 Residential P.I.N. I Lot Equivalent Lots Unit Assessment Total 1932 Timber Wolf TO S 104805001058 1 1 $ 900 $ 900 1931 Timber Wolf Tri S 104805002250 1 1 $ 900 j $ 900 1935 Timber Wolf Trl S 104805002240 1 1 $ 900 $ 900 1936 Timber Wolf TO S 104805001057 1 1 $ 900 $ 900 1939 Timber Wolf Trl S 104805002230 1 1 $ 900 $ 900 1940 Timber Wolf Tri S 104805001056 1 1 $ 900 $ 900 1943 Timber Wolf Trl S 104805002220 1 1 $ 900 $ 900 1944 Timber Wolf Tri S 104805001055 1 1 $ 900 $ 900 1947 Timber Wolf Tri S 104805002210 1 1 $ 900 $ 900 1948 Timber Wolf TO S 104805001054 1 1 $ 900 $ 900 1951 Timber Wolf Tri S 104805002200 1 1 $ 900 $ 900 1952 Timber Wolf Trl S 104805001053 1 1 $ 900 $ 900 1955 Timber Wolf Trl S 104805002190 1 1 $ 900 $ 900 1956 Timber Wolf Tri S 104805001052 1 1 $ 900 $ 900 1959 Timber Wolf Trl S 104805002180 1 1 $ 900 $ 900 1960 Timber Wolf Trl S 104805001051 1 1 $ 900 $ 900 1963 Timber Wolf Tri S 104805002170 1 1 $ 900 $ 900 1964 Timber Wolf Tri S 104805001050 1 1 $ 900 $ 900 1967 Timber Wolf Trl S 104805002160 1 1 $ 900 $ 900 1968 Timber Wolf Tri S 104805001049 1 1 $ 900 $ 900 1971 Timber Wolf Trl S 104805002150 1 1 1 $ 900 $ 900 1972 Timber Wolf TO S 104805001048 1 1 $ 900 $ 900 1975 Timber Wolf Trl S 104805002140 1 1 $ 900 $ 900 1976 Timber Wolf Trl S 104805001047 1 1 $ 900 $ 900 1978 Timber Wolf Trl S 104805001046 1 1 $ 900 $ 900 1980 Timber Wolf Tri S 104805001045 1 1 I $ 900 $ 900 1982 Timber Wolf Trl S 104805001044 1 1 $ 900 $ 900 1984 Timber Wolf Tri S 104805001043 1 1 $ 900 $ 900 1983 Timber Wolf Trl N 104805001042 1 1 $ 900$ 900 1981 Timber Wolf TO N 104805001027 1 1 $ 900 $ 900 Meadowlands Is' Addition 14 1979 Timber Wolf Trl N 104805001026 1 1 $ 900 $ 900 1980 Timber Wolf Trl N 104805002130 1 1 $ 900 $ 900 1975 Timber Wolf Trl N 104805001025 1 1 $ 900 $ 900 1974 Timber Wolf TO N 104805002120 1 1 $ 900 $ 900 1971 Timber Wolf Trl N 104805001024 1 1 $ 900 $ 900 1968 Timber Wolf Trl N 104805002110 1 1 $ 900 $ 900 1969 Timber Wolf TO N 104805001023 1 1 $ 900 $ 900 1964 Timber Wolf TO N 104805002100 1 1 $ 900 $ 900 1965 Timber Wolf Trl N 104805001022 1 1 $ 900 $ 900 1960 Timber Wolf Trl N 104805002090 1 1 $ 900 $ 900 1961 Timber Wolf Trl N 104805001021 1 1 $ 900 $ 900 1954 Timber Wolf Trl N 104805002080 1 1 $ 900 $ 900 1957 Timber Wolf Trl N 104805001020 1 1 $ 900 $ 900 1953 Timber Wolf TO N 104805001019 1 1 $ 900 $ 900 1950 Timber Wolf Trl N 104805002070 1 1 $ 900 $ 900 1949 Timber Wolf Trl N 104805001018 1 1 $ 900 $ 900 1944 Timber Wolf TO N 104805002060 ' 1 1 $ 900 $ 900 1945 Timber Wolf Tri N 104805001017 1 1 $ 900 $ 900 1938 Timber Wolf Trl N 104805002050 1 1 $ 900 $ 900 1934 Timber Wolf TO N 104805002040 1 1 $ 900 $ 900 1930 Timber Wolf Trl N 104805002030 1 1 $ 900 $ 900 1926 Timber Wolf Trl N 104805002020 1 1 $ 900 $ 900 1922 Timber Wolf Trl N 104805002010 1 1 $ 900 $ 900 Subtotal 53 53 $ 47,700 Total R-1 Lots 146 i 146 1 1 $ 131,400 Residential Frontage 12,641 98.0% Non -Assessable Frontage 263 2.0% Total Frontage 12,904 100.0% Meadowlands 11t Addition 15 Timber Wolf Trl R-1 Residential P.I.N. Lot Equivalent Lots Unit Assessment Total 1941 Timber Wolf Ct 104705001016 1 1 $ 900 $ 900 1927 Timber Wolf Ct 104805001009 1 1 $ 900 $ 900 1939 Timber Wolf Ct 104805001015 1 1 $ 900 $ 900 1937 Timber Wolf Ct 104805001014 1 1 $ 900 $ 900 1935 Timber Wolf Ct 104805001013 1 1 $ 900 $ 900 1933 Timber Wolf Ct 104805001012 1 1 $ 900 $ 900 1931 Timber Wolf Ct 104805001011 1 1 $ 900 $ 900 1929 Timber Wolf Ct 104805001010 1 1 $ 900 $ 900 Subtotal 8 8 $ 7,200 Total R-1 Lots 146 i 146 1 1 $ 131,400 Residential Frontage 12,641 98.0% Non -Assessable Frontage 263 2.0% Total Frontage 12,904 100.0% Meadowlands 11t Addition 15 2019 Street Revitalization - Project 1314 Meadowland 1st Addition Document Path: L:(USERSIPUBWORKS1EngineeringlProjecNs 2019 Street Improvements11314 - Meadomand 1 st Addidon11314 Location.mxd Date: 12/13/2018 FIG 1 i 2019 Street Revitalization - Project 1314 Meadowland 1st Addition r DIFF.L4EWRO *1 • LIIFFLEY'RO� tufa - _ t:�•� _ - _ 'Q"• !�' CMIPMUNWC'T:,{ er F Ly CORAL LN •', '�dir _ .. JK.FI � it 5 nie' .�.�. .:,s a a � a wlr• X9.75 - .. i7�11.� M _ � -r1MeeR •WOLF-rRL V .»: ? a O az n.,,. ] JI .xi a•� SS: -.SII:Sa Me �.I air �� -ax]z � I : � •- - _ _ � T�ra7nny � .y •a7T' :'re .x it .� � // �'. 197.] fi�•;!/O, � t¢ 9. ADGE Rr CT,-- I. <ra: .yell � - - .1 � yj➢A :.'s 1 2 Jl.' ' .r r 9041 - ... .� • a v: 7Y iij j x]51 H • I'� L1p . �]� . '1:.. v75 157 uys • • r 1�1. 51 1-• ,: 7N 1 I 116i 1181 •ane _ _ � _ 9 - - n F �;�wi r sl d9 •19] � �- FF� - IF .A- HALE -,iii A`?U11 P9 Project Area Legend _ �Assesable Project Are } +— 2019 Street Improvement rw Document Path: L:IUSERSIPUBWORKS\Engineering\Projects12019 Street Improvements11314 - Meadowland 1 stAddition\1314.mxd Date: 12/18/2018 FIG 2 w :---Q 2019 Street Revitalization - Project 1314 Meadowland 1 st Addition Typical Street Sections 60' ROW 32' F -F i — PAVEMENT SECTION 4.5" BASE COURSE D412 CONCRETE 6" CLASS 5 AGG BASE CURB AND GUTTER COMPACTED SUBGRADE EXIST. TYPICAL SECTION MEADOWLAND 1 ST ADDITON 60' ROW 32' F -F 1.25' FULL WIDTH MILL 1.5" TYPE 2360 BITUMINOUS OVERLAY 1 , D412 CONCRETE BITUMINOUS TACK COAT CURB AND GUTTER 3" BITUMINOUS SURFACE 6" CLASS 5 AGG BASE COMPACTED SUBGRADE PROPOSED TYPICAL SECTION MEADOWLAND 1 ST ADDITION M Document Path: L:IUSERSIPUBWORKS1Engineering\Projects12019 Street Improvements11314 -Meadowland 1stAdd tion11314 Fig 3.mxd Date: 12/26/2018 FIG 3 Agenda Information Memo January 2, 2019 Eagan City Council Meeting CONSENT AGENDA O. Water Meter Replacement/ Repair Program Surcharge Appeals Action To Be Considered: Approve the recommendations of the Public Works Committee regarding various appeals to the Water Meter Replacement/ Repair (R/R) Program (City Code 3.05) surcharges for the identified properties in accordance with the related City Ordinance . Facts:  On May 15, 2012, the City Council adopted an amendment to City Ordinance 3.05 regarding the Rules and Regulations relating to Municipal Utilities that requires all properties connected to the municipal water utility to permit the city's designated utility employee onto the property and within the structure for purposes of the inspection, repair or replacement of the water meter. This action, in essence, implemented the Water Meter Replacement/Repair (R/R) Program to ensure accurate wat er use measurement and payment.  Part of the amendment, incorporated a fee schedule that provided for a surcha rge to be placed against utility billing accounts for those properties that didn't schedule an inspection within the prescribed time frame.  The Surcharge Fee is $150 per month for Single Family properties and $500 per month for all others.  In anticipation of appeals, the Council directed the Public Works Committee to review any appeals and provide their recommendation back to the Council under the Consent Agenda. Staff has recently heard from property owners who want to appeal a rel ated surcharge.  At the December 18, 2018, Public Works Committee meeting, the Committee addressed the following surcharge appeals with the corresponding recommendations for the Council’s action. As a result of their review, the appeals are recommended to be granted with related surcharges waived. o Michele Waisganis, 4604 Penkwe Way: Water Meter Program – Remove $150 surcharge (utility account) o Chris Miller, 1292 Kolstad Lane: Water Meter Program – Remove $150 surcharge (utility account) o Tara Whalen, 1743 Galaxie Court: Water Meter Program – Remove $150 surcharge (utility account) o Laurie Hardies, 2082 Jade Lane: Water Meter Program – Remove $150 surcharge (utility account) o Peter Usset, 3061 Pine Ridge Drive: Water Meter Program – Remove $150 surcharge (utility account) o Edward Chavez, 1297 Kolstad Lane: Water Meter Program – Remove $150 surcharge (utility account) Attachments (0) Agenda Information Memo January 2, 2019 Eagan City Council Meeting CONSENT AGENDA P. 2019 Consulting Engineering Rates Action To Be Considered: Approve an amendment to the Fee Schedule Appendix for the current Consulting Engineering Contracts for services to be provided in 2019. Facts:  Each year the consulting engineering companies selected to provide general municipal services to the City of Eagan submit their proposed fee schedule for the upcoming year.  According to the terms of the contracts, these proposed amendments to the original contracts must be approved by the City Council before implementation.  The attached spreadsheet indicates the fees the general municipal consultants (Bolton & Menk; SEH and WSB) have requested for the Council’s approval. All have elected to raise their 2019 rates for most personnel, generally to match inflation rates and local industry standard rates.  The consulting engineering companies providing technical specialty services have also submitted their proposed rates for 2019. Said rates are on file in the Engineering office for review.  Engineering staff have reviewed the proposed 201 9 rates and found them to be in order for favorable Council action. Attachments (1) CP-1 Consulting Engineering Fees – General Municipal GENERAL MUNICIPAL ENGINEERING SERVICES CLASSIFICATION BOLTON & MENK INC SHORT ELLIOTT HENDRICKSON INC. (S E H) WSB & ASSOCIATES, INC.CITY CITY POSITION CLASSIFICATION Senior Principal / Principal $150 - $270 $160 - $255 $166 - $185 $170 Department Head Principal Engineer / Sr Associate / Senior Proj Manager $140 - $195 $140 - $215 $150 - $185 $150 City Engineer Proj. Manager / Sr Transportation / Planner / Sr Proj. Specialist $110 - $175 $130 - $200 $132 - $146 $145 Transportation Engineer Engineering Specialist / Sr. Project Scientist $100 - $190 $130 - $170 $116 - $146 $135 Assistant City Engineer Sr. Landscape Architect / GIS Specialist $85 - $175 $120 - $205 $116 - $146 $145 Planner Project Engineer/ Architect $80 - $185 $105 - $165 $116 - $146 $135 Assistant City Engineer Environmental Scientist / Natural Resources Specialist $60 - $165 $130 - $170 $99 - $143 $95 Water Resource Specialist Senior/Lead Technician / Construction Observer $85 - $175 $100 - $160 $93 -$118 $110 Project Coordinator Engineering Technician $65 - $140 $65 - $110 $57 - $94 $100 Engineering Technician Admin Tech/ Clerical $45 - $100 $55 - $99 $52 - $92 $70 Engineering Aide Clerical Technician Project Surveyor $120 - $150 $110 - $150 $145 - $205 $100 Engineering Technician Total Station Equipment No Charge $30/hour NA No Charge GPS Survey Equipment No Charge $30/hour NA No Charge Mileage No Charge IRS Rate Normally Included IRS Rate Reproduction, Printing, Duplicating, Stakes, Field Supplies, Telephone calls Etc.No Charge Various Included Actual Costs Rev. 12-18-18 2019 COMPARISON RATES OF CONSULTING ENGINEERING FIRMS FOR THE CITY OF EAGAN G:1ENGINEERING/CONSULTING SERVICES/RATES/Rate Schedule'19 Agenda Information Memo January 2, 2019, Eagan City Council Meeting CONSENT AGENDA Q. Approve a Temporary On-Sale Liquor License and waive the license fee for Trinity School at River Ridge on February 2, 2019 at 601 River Ridge Parkway. Action To Be Considered: To approve a temporary on-sale liquor license and waive the license fee for Trinity School at River Ridge on February 2, 2019 at 601 River Ridge Parkway. Facts:  Trinity School at River Ridge has requested a temporary on-sale liquor license be issued to it for its Winter Classic Event. The event will be held within the school.  Trinity School at River Ridge has requested that the $150.00 license fee be waived.  The organization has met the requirements for a temporary on-sale liquor license and has submitted the required documentation. The application has been reviewed by staff and the Police Department and has been found in order for approval.  Following Council approval, the application will be forwarded to the Department of Public Safety – Alcohol and Gambling Enforcement Division for final approval. Attachments: (0) Agenda Information Memo January 2, 2019 Eagan City Council Meeting CONSENT AGENDA R. Environmental Quality Board Rules Change – Wetland Environmental Assessment Worksheet Action To Be Considered: Authorize a Letter in Opposition to proposed State Environmental Quality Board (EQB) rules change. Facts:  The Minnesota Environmental Quality Board (EQB) is made up of nine state agency heads and eight citizen members that provides coordination and cooperation among state agencies on environmental issues in Minnesota, and advises the governor and legislature on environmental legislation and issues. EQB programs include: environmental review, state water planning and coordination, and strategic energy and environmental planning. A significant part of their duties is to review Environmental Assessment Worksheets (EAW) prepared by state and local agencies when development or public projects reach a certain threshold of environmental impact.  The EAW is a document designed to lay out the basic facts of a project necessary to determine if an Environmental Impact Statement (EIS) is required for the proposed project. In addition to the legal purpose of the EAW in determining the need for an EIS, the EAW also provides permit information, informs the public about the project, and helps identify ways to protect the environment. The EAW is not meant to approve or deny a project, but instead act as a source of information to guide other approvals and permitting decisions.  Under the State’s continuing ongoing effort to str eamline agency processes, the MN EQB is proposing a contradictory EAW rule change that significantly reduces the threshold of wetland impact limits of a project to require preparation of an EAW document, thereby increasing the number EAW’s (and costs) that will need to be prepared statewide. This goes against the State’s streamlining goals. Additionally, the proposed rule change does not increase environmental protection because it duplicates environmental review efforts already required by state and federal regulations governing work in wetlands and public waters.  City staff is requesting approval to submit an objection to this rule change. If the EQB receives 25 or more objections from local agencies, the MN EQB is required to hold a public hearing on the matter Attachments (0) Agenda Information Memo January 2, 2019, Eagan City Council Meeting CONSENT AGENDA S. Planned Development Amendment – TCF Bank Minnesota Action To Be Considered: To approve a Planned Development Amendment to allow modifications to the approved exterior architecture of the Eagan Promenade Planned Development for the parcel located at 3380 Denmark Avenue. Required Vote For Approval: At least three votes Facts: Approved in July of 1996, the Final Planned Development for TCF Bank is subject to a Building Elevation plan with a latest revision date of June 25, 1996. Said elevation plan called for a reddish-brown brick exterior with beige accents. TCF Bank is proposing to change the exterior color of the building and the base of the monument sign as part of a rebranding effort. Additional improvements include maintenance work on the monument sign to address water intrusion issues and an interior remodel of the facility. Phase One of the rebranding effort was completed in October of this year and included an interior remodel of the bank and staining the existing exterior brick and architectural stone with a penetrating masonry stain that chemically bonds with the existing brick and carries a 25-year manufacturer’s warranty. The applicant received approval to stain the exterior brick from the Eagan Promenade management company; however, staff was not aware of the activity until contacted by a sign company regarding modifying building and monument signage. The two-tone gray is attractive and provides an updated look to the building. The applicant is also proposing to add a new freestanding branded color (yellow) “wayfinding wall” under the existing portico near the entrance to the bank. The applicant has agreed to review the design for safety purposes as requested by Eagan PD. A public hearing was held on December 20, 2018, and the APC did recommend approval subject to the conditions as listed in the APC minutes. Issues: None 60-Day Agency Action Deadline: January 18, 2019 Attachments: (4) CS-1 Location Map CS-2 Draft December 20, 2018, APC Meeting Minutes CS-3 Planning Report CS-4 Report Exhibits oons ine ar W Q EAGAN Central Park s Z — Park o Location Map P NORTHWOOD PKWY' P�PpFL�� Project Name: TCF Bank Request: Planned Development MARICE DR Amendment 0 U Case No.: 10 -PA -08-11-18 Z Q 4 SafQ y Subject w Z Site a o a z W 0 O CL CL Map Area Extent F1 a, is 7!77--V i TOWN CENTRE DR Lo�Oa F MR.rta� ' p� v TOWN ENTRE DRIVE a I �G� DRRey Rtl 1 W O'Leary 1 i 0 Q < w 0 > a Z Lake Park j .._.._.._ ..--------------------------- 1 .._.._.._.a_ ..i N rip N m " F Feet I E A 0 500 1,000 Advisory Planning Commission December 20, 2018 Page 2 of 7 IV. PUBLIC HEARING New Business A. TCF Bank Applicant Name: Dave Nelson, TCF Bank Minnesota Location: 3380 Denmark Ave; Lot 1, Block 2, Eagan Promenade Application: Planned Development Amendment A Planned Development Amendment to modify the color of the building exterior and base of the monument sign. File Number: 10-PA-08-11-18 City Planner Ridley introduced this item and highlighted the information presented in the City Staff report dated December 4, 2018. Dave Nelson, TCF Bank Property Development, and Eric Lagerquist, Cuningham Group, provided an overview of the project and were available for questions. Member Whisnant asked about the architecture of a newer TCF branch in Apple Valley. Mr. Lagerquist explained that there are 350 branch locations and the rebranding is occurring at an expedient pace but will take time to complete. Member Weimert asked if TCF plans to respond to the comments shared by the Eagan Police Department. Mr. Lagerquist stated that the safety issue is important to TCF and they will definitely review the design. Vice Chair Sagstetter opened the public hearing. There being no public comment, Vice Chair Sagstetter closed the public hearing and turned the discussion back to the Commission. Member Weimert moved, Member Whisnant seconded a motion to recommend approval of a Planned Development Amendment to allow modifications to the finish of the exterior of the TCF Bank and monument sign for the parcel located at 3380 Denmark Avenue, subject to the following conditions: 1. The Final Planned Development Agreement shall be executed and recorded against the property within 90 days of City Council approval. All voted in favor. Motion carried 4-0. PLANNING REPORT CITY OF EAGAN REPORT DATE: December 4, 2018 CASE: 10-PA-08-11-18 APPLICANT: TCF Bank Minnesota HEARING DATE: December 20, 2018 PROPERTY OWNER: Same APPLICATION DATE: November 20, 2017 REQUEST: Planned Development Amendment PREPARED BY: Michael J. Ridley, AICP LOCATION: 3380 Denmark Avenue COMPREHENSIVE PLAN: RC, Retail Commercial ZONING: PD, Planned Development SUMMARY OF REQUEST The applicant is requesting approval of a Planned Development Amendment to allow modifications to the approved exterior architecture of the Eagan Promenade Planned Development for the parcel located at 3380 Denmark Avenue, legally described as Lot 1, Block 2, Eagan Promenade. 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 Approved and platted in 1996, the Eagan Promenade retail Planned Development consists of a 264,000 SF in-line retail building and several free standing single-occupant buildings. Over the past 22 years, the center has matured and two single tenant buildings (Blockbuster Video and Ethan Allen) converted to multi-tenant buildings. Other original users that have come and gone Planning Report – TCF Bank Minnesota December 20, 2018 Page 2 include Cattle Company & Don Pablo’s restaurants. The center has continued to enjoy high occupancy rates throughout the years. Approved in July of 1996, the Final Planned Development for TCF Bank is subject to a Building Elevation plan with a latest revision date of June 25, 1996. Said elevation plan called for a reddish-brown brick exterior with beige accents. The Final Planned Development Agreement still governs the site. EXISTING CONDITIONS Phase One of the rebranding effort was completed in October of this year and included an interior remodel of the bank and staining the existing exterior brick and architectural stone with a penetrating masonry stain that chemically bonds with the existing brick and carries a 25-year manufacturer’s warranty. All the exterior metal trim and synthetic wood elements attached to the building will be painted to match. The applicant received approval to stain the exterior brick from the Eagan Promenade management company; however, staff was not aware of the activity until contacted by a sign company regarding modifying building and monument signage. Staff reached out to the applicant and explained a PD Amendment was necessary to modify the exterior of the building which then generated the amendment being considered with this application. The 2.6-acre lot contains an existing 4,300 SF building including a multi-lane drive-through covered by a canopy and a monument sign. The site is accessed via a right-in only from north bound Denmark Avenue and shared access to Promenade Place at two points to the north. The subject lot also communicates with the Houlihan’s restaurant lot to the east. Planning Report – TCF Bank Minnesota December 20, 2018 Page 3 EVALUATION OF REQUEST TCF Bank is proposing to change the exterior color of the building and the base of the monument sign as part of a rebranding effort. Additional improvements include maintenance work on the monument sign to address water intrusion issues. A more complete description is contained in the applicant’s narrative. The two-tone gray is attractive and provides an updated look to the building. The applicant is also proposing to add a new freestanding branded color (yellow) “wayfinding wall” under the existing portico near the entrance to the bank. The contrasting color of the wall feature adds visual interest on the east side of the building; however, it appears there is space behind the wall creating a possible security risk to customers and employees exiting the building. Eagan PD suggests the applicant reconsider the design of the wall to maintain clear sightlines for people entering or exiting the building. Compatibility with Surrounding Area – The proposed (and completed) modifications to the building exterior appear compatible with the overall shopping center. APPLICANT’S NARRATIVE The narrative explains: “Originally called Twin Cities Federal, TCF Bank has been a homegrown Minnesota brand for over 50 years… as TCF Bank has grown, the aesthetics of their branches became very eclectic. As part of their rebranding effort, it was critical for TCF Bank to establish a way to visually unify their branches…through providing a consistent color and signage identity.” SUMMARY/CONCLUSION As part of a national portfolio rebranding, TCF is proposing to change the exterior color of the building and the base of the monument sign. Additional improvements include maintenance work on the monument sign to address water intrusion issues. A redesign of the proposed wayfinding wall on the east side of the building should be considered. The two-tone gray is attractive and provides an updated look to the building. ACTION TO BE CONSIDERED To recommend approval of a Planned Development Amendment to allow modifications to the finish of the exterior of the TCF Bank and monument sign for the parcel located at 3380 Denmark Avenue. If approved, the following condition shall apply: Planning Report – TCF Bank Minnesota December 20, 2018 Page 4 1. The Final Planned Development Agreement shall be executed and recorded against the property within 90 days of City Council approval. TCF-MN-096-Eagan Promenade - Exterior Options September 19, 2018 Brick stained SW7075 Web Gray, precast & metal trim painted SW7073 Network Gray, and TCF yellow accent wall Perspective view Stained brick example at TCF-LS-002-River Forest OPTION B November 19, 2108 Planned Development Agreement Amendment Request TCF Bank 3380 Denmark Ave Eagan, MN 55121 PID: 10-22472-02-010 Lot One (1), Block Two (2) Eagan Promenade What you want to do: 1. Change the exterior color of the existing building to two tones of gray as part of TCF rebranding throughout their national portfolio of real estate. This will be accomplished through the following; a. Application of a penetrating stain to the brick and architectural cast stone elements. This masonry treatment has a 25 year manufactures warranty. b. Painting of existing painted metal building trim and synthetic wood elements. 2. Repair and change of color of the existing monument sign, associated solely with the TCF Bank; a. Removal and replacement of the failing EIFS cap with a new metal cap to match the existing cap profile. b. Change the color of the brick base and metal cap to match the building’s new two tones of gray. c. Replacement of the existing signage panel box with new individual signage letters, logo and raceway with the banks new logo and text to match the signage on the bank building. 3. Adding a new free standing branded color wayfinding wall under the existing portico adjacent to the building’s east entrance and walk up ATM. 4. These changes have been approved by the Eagan Promenade’s property management company, Mid-America Real Estate, Minnesota, LLC. Timing and Phasing: 1. The proposed work will take place in two phases. a. Phase One was completed in October of 2018 as part of the interior remolding of the bank. Phase One included the staining of the existing exterior brick and architectural cast stone, along with the painting of all existing exterior metal trim and synthetic wood elements attached to the building. b. Phase Two will be completed in the spring of 2019 once the Planned November 19, 2108 TCF Bank 3380 Denmark Ave PID: 10-22472-02-010 2 Development Agreement Amendment is approved by the City of Eagan. This phase of work will include the modification to the monument sign and its signage along with the construction of the new branded wayfinding wall at the east entry. Existing land uses: The proposed amendment has no change in the land use of the subject property. The land use will remain as a 4,600 square foot bank with six drive thru lanes. Surrounding land uses: The surrounding land use is consistent with a Community Shopping Center (CSC) District. It consists of commercial business, mercantile shops, restaurants, both fast-food and casual dining, and office. Additionally, a public utility sub-station occupies one lot and public right-of-ways. Zoning of subject property and property within 660 feet The subject property is zoned Planned Development as part of the Eagan Promenade Planned Development. The zoning of adjacent properties within 660 feet is a combination of Planned Development and Community Shopping Center. • Eight adjacent properties are within the same master Planned Development as the subject property. • Ten adjacent properties are within other Planned Developments consisting of commercial businesses, restaurants, mercantile occupancies and offices. • Five properties are located in Community Shopping Center (consisting of commercial business, restaurants and mercantile occupancies. • One adjacent property is a public utility. • Additionally, there are public right-of-ways. What impact does the planned development amendment have on surrounding property and land uses? As there is no change to the existing use or zoning of the subject property, there are no impacts on the surrounding properties and their land use. November 19, 2108 TCF Bank 3380 Denmark Ave PID: 10-22472-02-010 3 What impact does the planned development amendment have on subject property? The proposed amendment is a change of the exterior color of the existing building and associated monument sign on the subject property. There is no change to the land use of the property. What impact does the planned development amendment have on City services such as sewer, water, storm water run-off and roads? There are no changes to the existing parking, drive lanes, impervious surfaces or building size in this proposed amendment, so there are change or impacts on the City service. Does the requested land use proposed by the amendment result in a better u se of the land? There is no change to the current land use for the proposed amendment. Describe the public benefit of the proposed amendment: Originally called Twin Cities Federal, TCF Bank has been a homegrown Minnesota brand for over 50 years. Over those 50 years, as TCF Bank has grown, the aesthetics of their branches became very eclectic. As a part their rebranding effort, it was critical for TCF Bank to establish a way to visually unify their branches and give their customers a consistent brand experience. The best way to accomplish this is through providing a consistent color and signage identity. TCF Bank is currently in the process of the rebranding of all their retail banking locations across the Midwest and Mountain regions. This rebranding includes a combination of updates to signage, building exterior appearance and interior remodeling. The rebranding has multiple objectives, but primarily to visually unify more than 300 locations. One significant objective is to strengthen the identity of the TCF Bank locations with a single recognizable building appearance at its multiple locations. This is being accomplished through the establishment of a new branded identity of building color and signage for their buildings. The subject property, TCF Bank, is an original part of the Planned Development, Eagan Promenade, development in 1996. This planned development attempted to create a uniform and cohesive appearance of all the buildings located within the development. For the proposed changes, the existing brick and architectural cast stone elements will be treated with a penetrating masonry stain that chemically November 19, 2108 TCF Bank 3380 Denmark Ave PID: 10-22472-02-010 4 bonds with the existing brick. Other existing painted metal trim and soffits will be painted a new coordinating color. The associated monument sign will also have a change of color to maintain its cohesive relationship to the bank building, by maintaining the nature of the existing materials and the selection of neutral and complementary colors consistent with the existing requirements of the Eagan Promenade Planned Development Agreement. These changes have been approved by the Eagan Promenade’s management company, MidAmerica Real Estate. The selection of the complementary colors works to maintain the cohesiveness of the development, while providing for a recognizable corporate identity for TCF Bank. Additionally, the selected colors and existing materials are consistent with those found on buildings in the adjacent planned developments and the community shopping center district, which has a diversity of architectural style, materials and colors. Agenda Information Memo January 2, 2019, Eagan City Council Meeting NEW BUSINESS A. Purchase Agreement for the sale of Lot 1, Block 1, Yankee Plaza 2nd Addition located southeast of Duckwood Drive and Federal Drive Action To Be Considered: To approve a Purchase Agreement for the sale of Lot 1, Block 1, Yankee Plaza 2nd Addition located southeast of Duckwood Drive and Federal Drive. Facts:  In approximately 2010, the City acquired right-of-way for the extension of Duckwood Drive and a bridge over Interstate 35E.  With road improvements completed, the City platted the approximately 0.8-acre property to separate right-of-way from developable land, and the City Council approved a Request for Proposals on May 15, 2018.  The Finance Committee reviewed an offer to purchase at a meeting on July 30, 2018, and directed staff to proceed with an appraisal to confirm property value and the preparation of a purchase agreement to be presented to the City Council at a future meeting.  Neighbors within 350 feet of the property have been notified that a purchase agreement will be considered by the City Council on January 2, 2019, and that land use approvals will be considered at future Planning Commission and City Council meetings.  The sale price is $215,000.00. A Repurchase Agreement attached to the Purchase Agreement allows the City to repurchase the property if construction of an approximately 5,000 square foot medical office building has not commenced within nine months of closing.  Pending City approval of the Purchase Agreement, closing is expected to occur in 30 to 60 days. Issues: None Attachments: (3) NBA-1 Location Map NBA-2 Purchase Agreement NBA-3 Concept Plan ASHBURYROADTOWNCENTREDRIVEFEDERALDRIVEDREXEL CTB L A C K H A WKRDGCIRB O A R D W A L K BLACKHAWK RIDGE WAYB LACKHAW KBLACKHAWK LAKE CTC.S.A.H.NO.31(PILOTKNOBROAD)CRESTRIDGE DRDRESDEN CTASHBURYCTBLACKHAWKPTLEMIEUX CIR LAKEVI E WCURVEST.CHARLESPLACECRESTRIDGE LANE ASHBURYPLACEBLACKHAWKLAKEDRKRESTWOOD LNDREXEL CTSURREYHEI GHTSD R IV E BLACKHAWKLAKEDRVIOLET LANE PARK P L HUNT DRIVE FEDERALDRIVEDUCKWOOD DR ENGLERT RD L AKEVIEW TR AIL BLACKHAWKR IDGEPL DRESDEN WAYCOACH M A NROADPACIFICAVE FEDERAL DRIVEBOARDWALKCOUNTY ROAD NO. 28 (YANKEE DOODLE ROAD)FEDERAL DRIVEBRAUN CT LAKEDRCOACH M A NROADBLACKHAW K LAKE PLBLACKH A W K R ID G E C T W A S HINGTONDRIVECOUNTY ROAD NO. 28 (YANKEE DOODLE ROAD) 81ST ST W CENTURY POINT B L ACKHAW K HILLS RD CRESTRIDG E C T COUNTY ROAD NO. 28 (YANKEE DOODLE ROAD)LAKEVIEWCURVEASHBURYPLBALTICAVE Blackhawk Park FishLake Park Park Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yankee Doodle Rd Lone Oak Rd Map Area Extent Project Yankee Plaza 2nd AddnRequest: Purchase AgreementCase No.: Subject Site PURCHASE A"KELIIv11�1N I This Purchase Agreement ("Agreement") is made and entered into as of this day of 2018, by and between the City of Eagan, a Minnesota municipal corporation ("Seller") and Advanced Oral Surgery LLC, a Nebraska limited liability company or its assigns ("Buyer"). For purposes of this Agreement, the term "Effective Date" shall mean the date that Seller executes this Agreement. In consideration of the covenants and agreements contained herein, the parties agree as follows; 1. Pro e Subject Yo compliance with the terms and conditions of this Agreement, Seller shall sell to Buyer and Buyer shall purchase from Seller property legally described as Lot 1, Block 1, Yankee Place 2"a Addition, 2. Purchase Price• Payment. A. Purchase Price. The purchase price for the Property shall be Two Hundred Fifteen Thousand and no/100 Dollars ($215,000.00) ("Purchase Price") and shall be payable (subject to prorations, reductions and credits as provided below) by wire transfer, certified or cashier's check at the Closing. The sum of Ten Thousand and no/100 Dollars ($10,000.00) as earnest money shall be deposited with the Escrow Agent within five (5) days of the Effective Date. 3. Title to be Delivered; Commitment; Survey; Environmental Reporting; Title Objections, A, Title to be Delivered. At Closing, Seller agrees to convey fee simple title III the Property subject to the Permitted Exceptions defined herein. B. Commitment. The Seller shall, within thirty (30} days after full execution of this agreement, cause to be issued and delivered at Seller's expense to Buyer a commitment ("Commitment") covering the Property issued by Dakota County Abstract (the "Escrow Agent") wherein Escrow Agent agrees to issue to Buyer an Owner's Title Insurance Policy insuring title subject only to the Permitted Exceptions, in the full amount of the Purchase Price, with extended coverage and free of standard exceptions. The Commitment shall have an effective date after the date of this Agreement. C. Title Objections. Buyer shall have ten (10) days from 'the later of the date it receives the Commitment or :any update or supplement- to the. Commitment to determine whether title to the Property is marketable and to give Seller written objections to the marketability of the Property's title based on matters disclosed in the Commitment, or any update or supplement thereto. Any exception disclosed in the Commitment (or any update or supplement thereto) and not olhlected to by Buyer within the; applicable ten (10) day period shall be deemed a "Permitted Exception" hereunder. Buyer agrees to accept a. conveyance of the Property subject to Permitted Exceptions. Seller shall have until thirty (30) days alter it receives any written objections to cure the same to Buyer's reasonable satisfaction, and agrees to use its best efforts to do so. if Seller shall fail to cure Buyer's objections within that time, then Buyer may, at its sole discretion, either (a) terminate this Agreement without any liability on its part, or (b) waive such objections in writing and proceed to closing with the understanding that such uncured objections shall be deemed Permitted Exceptions at the Closing. 4. Seller's Property Information; Buyer's Inspections. A. Seller's Property Information. Within ten (10) days of signing Seller shall deliver all surveys, plans, appraisals, environmental reports and other information relating to the Property to the Buyer (hereinafter the "Property Information"), B. Buyer's Inspections. For sixty (60) days the Buyer, its counsel, agents, contractors, and other representatives (collectively, `Buyer Parties"), shall have reasonable access to the Property and all parts thereof, as well as to all Property Information and other papers and documents of Seller as they relate to the title, physical condition, development and operation of the Property. The Buyer shall also have the right, upon prior notice to the Seller, to enter upon the Property during business hours for inspecting, surveying, testing, and engineering as it considers appropriate (collectively the "Inspections"). Buyer shall repair all damage to the Property caused by such Inspections and, as a condition of entry onto the Property, each of Buyer's contractors entering onto the Property shall have public liability insurance in an amount reasonably satisfactory to Buyer and Seller. S. Control of Pro A. Control of Property. Until the Closing, Seller shall have the full responsibility and the entire liability for any and all damages or injury of any kind whatsoever to the Property. Notwithstanding, in the event that Buyer undertakes any Inspections upon the Property, it shall be responsible and liable for any damages or injury that it causes. 6. Representations, Warranties and Covenants of Seller. In order to induce Buyer to enter into this Agreement and purchase the Property, Seller hereby represents, warrants and covenants to Buyer: A. Seller possesses fee simple title interest to the Property. OA B. Seller certifies that Seller does not know of any "Wells" on the described Property within the meaning of Minn. Stat. Section 103I.235. This representation is intended to satisfy the requirements of the statute. C. The execution, delivery, and performance of this Agreement has been duly authorized and approved by the Seller. This Agreement, and such other agreements and instruments as are contemplated by this Agreement, when duly executed and delivered by Seller, shall constitute valid and binding obligationsof Seller and will be enforceable against Seller in accordance with their respective terms. D. To Seller's knowledge, there are no unrecorded contracts, leases, easements or other agreements or interests relating to the Property and on the Closing Date no person other than Seller will be in possession of any portion of the Property. E. Except for this Agreement, Seller has not entered, and shall not enter, into any other contracts for the sale or transfer of the Property. F. To Seller's knowledge, there are no judgments existing against Seller in any court of competent jurisdiction which constitute or might be construed to constitute a lien of any nature upon the Property and Seller has not received any notice or notices, either orally or in writing, nor has knowledge of any action, suit or proceeding pending or threatened against or affecting the Property relating to or arising out of the operation, ownership, custody or control of the Property in any court or before any federal, state, county or municipal department, commission, board, bureau or agency or other governmental instrumentality. G. Seller has not received any written notice of, and to Seller's knowledge there is not any, action, litigation, investigation or proceeding of any kind pending or threatened against the Property, or any part thereof. H. There are no individual sewage treatment systems located on the Property. 7. Closing Date. The Closing shall occur no later than ninety (90) days after signatures. The Closing shall take place at the offices of the Escrow Agent or at such other place as Seller and Buyer may agree. 8. Seller's Obligations at Closing. At or prior to the Closing Date, Seller shall: A. Execute and deliver to Buyer a Limited Warranty Deed. B. Deliver to Buyer and Escrow Agent a standard affidavit of Seller in form and content sufficient to allow Escrow Agent to delete the standard exceptions contained in Buyer's Owners Title Insurance Policy relative to (i) parties in possession, (ii) liens for labor, materials or services, and (iii) unrecorded easements or other instruments. C. A repurchase agreement substantially in the form as set forth on Exhibit "A." Such extension should not be unreasonably withheld. D. Deliver to Buyer such other documents as may be reasonably necessary to effectuate the transfer contemplated in this Purchase Agreement. 9. Buyer's Obligations at Closing. At or prior to the Closing Date, the Buyer shall, subject to the terms, conditions and provisions hereof, and the performance by Seller of its obligations as set forth herein: A. Deliver the Purchase Price to Seller pursuant to Section 2 above. B. A repurchase agreement substantially in the form as set forth on Exhibit "A 10. Closing Costs for the Closings. The following costs and expenses shall be paid as follows in connection with the Closing: A. Seller shall pay: All fees to record all of the documents necessary to permit Seller to convey fee simple title to the Property to Buyer (other than the fee to record the Deed); 2. Any state, county or municipal deed tax, excise tax or transfer fee imposed on the conveyance; 3. One-half (1/2) of any closing fee charged by Escrow Agent or any title company closing this transaction; and 4. Seller's attorneys' fees and costs. B. Buyer shall pay the following in connection with the closing: 1. The fee necessary to record the Deed; 2. The premium for any Owner's Title Insurance Policy requested by Buyer; 3. One-half (112) of the closing fees charged by Escrow Agent or any title company closing of this transaction; and 4 A 4. Buyer's attorneys' fees and costs. C. The terms of this Section 10 shall survive the closing of the transaction contemplated herein. 11. Prorations. The following prorations shall be made as of the Closing Date: A. Real Estate Taxes. The property is currently tax exempt for real estate tax purposes. B. Special Assessments. There are no pending or levied special assessments C. Event of Repurchase. In the event that Seller needs to exercise its right to repurchase the Property as allowed under the Repurchase Agreement, all prorations and closing costs shall be allocated in accordance with the provisions of this Section 11. This provision shall survive the Closing and the delivery of the deed. 12. Brokerage. Buyer has engaged the services of JBL Companies, CRES, Inc. Buyer represents and warrants that it will pay any fees associated with the services of JBL Companies in connection with the purchase contemplated by this Agreement. If Seller has engaged the services of a broker, Seller shall pay any commission(s) related thereto. 13. Remedies. A. Seller Default. If Seller defaults in the performance of this Agreement, and such default remains uncured after 30 days written notice to Seller of the default, Buyer may cancel this Agreement by delivering written notice of such default to Seller ("Buyer's Default Notice") in which event Seller shall have the opportunity to cure such default within thirty (30) days after receipt of Buyer's Default Notice, and if Seller fails to timely cure such default after receipt of Buyer's Default Notice, then this Agreement shall be deemed canceled without further action between the parties and the earnest money shall be returned to Buyer. B. Buyer Default. If Buyer defaults in the performance of this Agreement, and such default remains uncured after thirty (30) days written notice to Buyer of the default, Seller may either seek an action for specific performance or cancel this Agreement by delivering written notice of such default to Buyer ("Seller's Default Notice") in which event Buyer shall have the opportunity to cure such default within thirty (30) days after receipt of Seller's Default Notice, and if Buyer fails to timely cure such default after receipt of Seller's Default Notice, then this Agreement shall be deemed canceled without further action between the parties and the earnest money shall be returned to Buyer. 14 Time for Acceptance. This Agreement, when duly executed by al hereto, shall be binding upon the parties hereto, their heirs, i successors and assigns. 15. Possession. Seller shall deliver possession of the Property to Buyer on the Closing Date. lb. Damage to the Property. In the event of loss or damage to the Property prior to Closing, Buyer, in its sole discretion, shall have the option of enforcing the obligations hereunder or cancelling this Agreement. If Buyer elects to cancel this Agreement, then each party shall be relieved of all further obligations or liabilities hereunder. If Buyer elects not to cancel this Agreement, Seller shall assign to Buyer all of Seller's right, title and interest in and to all insurance proceeds payable for such loss, damage or destruction and shall pay to Buyer the amount of any insurance deductible. 17. Miscellaneous. The following general provisions govern this Agreement. A. No Waivers. The waiver by either party hereto of any condition or the breach of any term, covenant or condition herein shall not be deemed to be a waiver of any other condition or of any subsequent breach of the same or any other term, covenant, or condition herein contained. Buyer, in its sole discretion may waive any right conferred upon Buyer by this Agreement; provided that such waiver shall only be made by Buyer giving Seller written notice specifically describing the right waived. B. Time of Essence. Time is of the essence in this Agreement. C. Governing Law. This Agreement is made and executed under and in all respects to be governed and construed by the laws of the State of Minnesota and the parties hereto hereby agree and consent and submit themselves to any court of competent jurisdiction situated in the State of Minnesota. D. Notices. All notices and demands given or required to be given by any party hereto to any other party shall be deemed to have been properly given if and when delivered in person, the next business day after being sent by reputable overnight commercial courier (e.g. U.S. or Federal Express) or three (3) business days after having been deposited in any U.S. Postal Service and sent by U.S. mail, postage prepaid, addressed as follows (or sent to such other address as any party shall specify to the other party pursuant to the provisions of this Section): IN To Seller: City of Eagan Attn: Dave Osberg, City Administrator 3830 Pilot Knob Road Eagan, MN 55122 With a copy to: Dougherty, Molenda, Solfest, Hills & Bauer P.A. Attn: Robert B. Bauer 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 To Buyer: Advanced Oral Surgery, LLC Attn: Ton a , Mgabc -Nut MN Mf =Y► PAPA As LWIaLLE. mo 55du�f With a copy to: JBL Companies Attn: Jeffrey B. Larson 3440 Federal Drive, Suite 250 Eagan, MN 55122 E. Successors and Assi . This Agreement shall be binding upon and insure to the benefit of the successors and assigns of each of the parties hereto. Seller shall not be permitted to assign its rights and obligations under this Agreement. F. Invalidi . If for any reason any term or provision of this Agreement shall be declared void and unenforceable by any court of law or equity it shall only affect such particular item or provision of this Agreement and the balance of this Agreement shall remain in full force and effect and shall be binding upon the parties hereto_ G. Complete Agreement. All understandings and agreements heretofore had between the parties are merged into this Agreement which, together with the Settlement Agreement and the exhibits thereto, fully and completely express their agreement. This Agreement may be changed only in writing signed by both of the parties hereto and shall apply to and bind the successors and assigns of each of the parties hereto and shall not merge with the deed delivered to Buyer at closing. H. Counterparts. This Agreement may be executed in one or more counterparts each of which when so executed and delivered shall be an original, but together shall constitute one and the same instrument. 1. Calculation of Time Periods. Unless otherwise specifically provided herein, in computing any period of time described in this Agreement, the day of the act or event after which the designated period of time begins to 7 dun is not to be included and the last day of the period so computed is to be included, unless such last day is a Saturday, Sunday or legal holiday under the laws of the State of Minnesota, in which event the period shall run until the end of the next day which is neither a Saturday, Sunday or legal holiday. The final day of such period shall be deemed to end at 5:00 p.m., Minnesota time. J. Survival. All of the warranties, covenants, and representations made herein by either Seller or Buyer shall survive closing and the delivery of the Deed to Buyer, or the earlier termination of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year first written above. (Signature pages to follow.) 0 Purchase Agreement (Signature page of Seller) SELLER: CITY OF EAGAN, a Minnesota municipal corporation By: Mike Maguire Its: Mayor By: Christina M. Scipioni Its: Clerk Purchase Agreement (Signature page of Buy=er) Advanced Oral Survery, LLC, a Nebraska limited liability company E- F to? -whq7rb mr� I M. 10 Exhibit "A" REPURCHASE AGREEMENT This Agreement is made and entered into effective as of the� y of W&A W, 8, by and between the City of Eagan, a Minnesota municipal corporation (the "Seller") and Advanced Oral Surgery LLC, a Nebraska limited Iiability company (the "Buyer"). WHEREAS, the Seller and Buyer have entered into a Purchase Agreement dated 2018 (the "Contract") relating to the sale and purchase of a certain tract or parcel of land situated in Dakota County, Minnesota, described as follows: Lot 1, Bloch 1, Yankee Place 2nd Addition (the "Property"); and WHEREAS, contemporaneously herewith the Seller has conveyed to Buyer the Property. NOW, THEREFORE, in further consideration of this conveyance and in furtherance of the understanding between the parties, Buyer hereby grants to the Seller the following option to repurchase the Property; Section 1. REPURCHASE: If Buyer has not commenced construction of an approximately 5,000 square foot medical office building constructed primarily with a brick veneer facade within nine (9) months of the date of closing (the "Construction Commencement Deadline"), then the Seller shall have the option of repurchasing the Property for a purchase price of Two Hundred Fifteen Thousand and no1100 Dollars ($215,000.00) less the amount of any liens on the Property resulting from action by the Buyer unless the 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 medical office building. The Seller may exercise this option to repurchase by giving written notice to Buyer within thirty (30) days after the Construction Commencement Deadline. Upon receiving the repurchase price in cash from the Seller (which amount must be paid within thirty (30) days after the notice of option exercise is given), Buyer shall convey to the Seller by limited warranty deed the Property free and clear of any liens and encumbrances placed or suffered thereon by Buyer, which liens and encumbrances shall be paid off by Buyer on or before closing. Section 2. RELEASE: If written notice of option exercise is not timely given to Buyer or if Buyer has Commenced Construction within the required period, this option to repurchase shall terminate absolutely and the Seller shal l upon Buyer's request, execute and deliver to Buyer a release of this repurchase right in recordable form. Section 3. NOTICE: All notices, demands and requires required or permitted to be given under this Agreement must be in writing and shall be deemed to have been properly given or served either by personal delivery or by depositing the same in the United States Mail, addressed to the Seller or to Buyer, as the case may be, prepaid and registered or certified mail, return receipt requested, at the following addresses: If to Seller: City of Eagan Attn: Dave Osberg, City Administrator 3830 Pilot Knob Road Eagan, Minnesota 55122 with a copy to: Dougherty, MoIenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, Minnesota 55124 Attn: Robert B. Bauer If to Buyer: Advanced Oral Surgery, LLC Attn: T04ATH lel (g &E 11319 YMPA�l A Ave _ LAV4VILLS NO 55,0gN_ Rejection or other refusal to accept or the inability to deliver because of changed address of which no notice was given shall be deemed to be receipt of the notice, demand or request. Either party shall have the right from time to time and at any time upon at least ten (10) days' written notice thereof, to change their respective addresses and each shall have the right to specify as its address any other address within the United States of America. Section 4. MISCELLANEOUS. The provisions of this Agreement are intended in each instance to be binding upon and inure to the benefit of the signatories hereto, to the successors and assigns of Buyer who become owners of the Property and to the successors and assigns of the Seller to whom the right, title and interest herein is specif tally assigned. Either party may record this instrument in the appropriate real estate records. IN WITNESS WHEREOF, the parties have caused this instrument to be executed as of the date and year first above written. [Signature pages to follow.] 2 Repurchase Agreement Seller's Signature Page City of Eagan, a Minnesota munici Lo M. STATE OF MINNESOTA) )SS. COUNTY OF DAKOTA ) Mike Maguire Its: Mayor `stina M. Scipioni Clerk The foregoing ins ent was acknowledged before me, a tart' public, this day of 201 8, byMike Maguire and Christina M. Scipioni, Nyor and Clerk of the City of Eagan, a MinnesotgAunicipal corporation, on behalf of the municipakporporation. Notary Public Repurebase Agreement Buyer's Signature Page Advanced Oral Surgery, LLC, a Nebraska limited liability w Its: STATE OF ) }ss_ COL]NTY OF _ The foregoing instrument w eknowledged be or a this _ day of , 2417, by the of Advanced Oral Surgery, LLC, a Ne bra a limited liability company, on ehalf of the limited liability company. THIS INSTRUMENT DRAFTED BY: Notary Public Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 (952)432-3136 9 Advanced Oral Surgery Egan, MN SITE PLAN NTS 12.12.18 FOUNDarchitects 402-617-6984NORTH Advanced Oral Surgery Egan, MN VIEW FROM FEDERAL DR. 12.12.18 FOUNDarchitects 402-617-6984 Advanced Oral Surgery Egan, MN VIEW FROM FEDERAL DR. 12.12.18 FOUNDarchitects 402-617-6984 F E D E R A L D R IV E I 3 5 E B E Y O N D ORAL SURGERY BUILDING DUCKWOOD DRI VE Agenda Information Memo January 2, 2019, Eagan City Council Meeting NEW BUSINESS B. Planned Development Amendment – The House Church Action To Be Considered: To approve (or direct preparation of Findings of Fact for Denial) a Planned Development Amendment to allow expansion of a church upon property located at 2024 Rahn Way, subject to the conditions listed in the APC minutes. Required Vote For Approval:  Planned Development Amendment – At least three votes Facts:  The property is part of the Mission Hills Planned Development (1985) and contains a 15,530 sf church which was constructed in 1986.  The proposal adds approximately 18,000 sf to the building, and expands parking around all sides of the building. The applicant has agreed to provide right-of-way in the NW corner for a future westward extension of Rahn Way.  Access will continue to be from Rahn Way, with an added driveway access to Rahncliff Road utilizing an existing private access easement at the southeast end of the parking lot.  Existing berming and mature landscaping in a 30’ easement along the southern perimeter of the site will remain undisturbed. Two new infiltration basins for stormwater runoff will be constructed.  Churches are a permitted use in Public Facilities zoning district, and with some minor modifications, the proposal is consistent with typical PF zoning standards.  The existing building is primarily ribbed metal panels with burnished block. The building addition is proposed to be primarily precast panels in a black aggregate finish and phenolic resin panels with the appearance of wood. Stone veneer is utilized at the entrances, which have glass doors and walls. Updates will be made to the existing building using some of the same materials.  The City Code has no specific materials standards for PF zoning, and the conditions of approval call for added visual interest (e.g. changes in texture, color, materials, etc.) on the south and west elevations.  A public hearing was held on December 20, 2018, and the Advisory Planning Commission did recommend approval. Issues:  None 120-Day Agency Action Deadline:  January 19, 2018 Attachments: (4) NBB-1 Location Map NBB-2 Draft December 20, 2018 APC Minutes NBB-3 Planning Report NBB-4 Report Exhibits CLIFF DR IVE SAFARICTNERIN DR BERKSHIRE CTSAFARI TR NARVIK D R BERKSHIRESAFARI CI RSTORLAND RD ROY A LED RSLATER CTVIBURNUM TRAIL CLIFFVIEWDRIVE NICOLS ROADRIDGE WIN D TRAIL MARILYN AVE STATE TRUNK HWY. NO. 77S K Y V IE W C T S A FARITR JAMES ST PIN OAK DR PIN OAK DR RAHN WAY COVINGTON LN SAFARI TRPARKCENTER DRWALNUTLNROYALE WAYSLATER ROADWOODS CTSHALE LANE COVINGTON LN ERIN DRIVE SAFARIHE IG HTS T RSCOTTTRAILSTATE HWY. NO. 77 (CEDAR AVE.)CLIFFLAKEROAD P LAZADRIVECOUNTY STATE AID HIGHWAY NO. 32 ( CLIFF ROAD ) T A MP E R E C R FOX RI D GECTBERKSHIREWAYKINGS RD ROYALE DRIVECLIFFVIEWDRIVEOAK WAYROYA LEINTERSTAT E HWY. NO. 35ERAHNCLIFF ROADSAFA RI TRAI LSAFARI PASSNANCY CR HIGHCROFTCTSHALE LANE RAHNCLIFFCT RUSTEN ROADVI ENNALANEERI NDRIVE STORLAND CTPONDVIEWDR BEECHER DR FLORAD R SLAT E R ROADVIENNA LANE ROYALEDRKINGSRDROYALETRJAMES COURTCLIFFLAKERD.SCOTTT R AIL NICOLS ROADRUSTEN ROADBLACKHAWK ROADWEST W I N DT RA I L KARIS WAY SENJA CT DRIVE STATE T.H. NO. 77GALAXIE AVESLATERROADBLACKHAWK ROADKINGSRDJAMESS TRAHN ROADCLIFFHILLLA N E CLIFFLAKERD.ROYALE PLNARVIKCTCOURT COVIN G TONLNSAFARICTSNICOLS ROADWARRICKCTMETCAFDRIVE ERIN LANEINTERSTATE HWY. NO. 35ERAHNCLIFF C TMeadowland Park SlaterAcres Park HighlineTrail Park KettlePark Rahn Park Park RahnAthleticPark Lebanon HillsRegional Park Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yanke e Doodle Rd Lone Oak Rd Map Area Extent Project Name: The Hou se C hurchRequest: Planned Develo pment A mendmentCase No.: 31-PA-03-05-18 Subject Site Advisory Planning Commission December 20, 2018 Page 3 of 7 B. The House Church Applicant Name: Jamey VanGelder, The House Church Location: 2024 Rahn Rd; Lot 1, Block 1, Rahn Road Application: Planned Development Amendment A Planned Development Amendment to allow expansion of the church building and parking lot. File Number: 31-PA-03-05-18 Planner Dudziak introduced this item and highlighted the information presented in the City Staff report dated December 13, 2018. Pastor Jamey VanGelder, applicant, provided a brief summary of the growth The House Church has experienced which is driving the need for additional space. Peter Lacey, the project architect, summarized the design of the sanctuary, the building expansion generally and the mix of surfaces to add visual interest to the building exterior. He stated that adding a 30” parapet to the existing building would result in structural issues and present a financial hardship. Planner Dudziak clarified that the planning report referenced a 30” parapet for the new structure while suggesting screening of the existing rooftop mechanical can occur by other means. Vice Chair Sagstetter opened the public hearing. There being no public comment, Vice Chair Sagstetter closed the public hearing and turned the discussion back to the Commission. Vice Chair Sagstetter stated that it appears the applicant is already planning to address the concerns raised regarding the visual interest on the south and west façades. Member Weimert moved, Member Whisnant seconded a motion to recommend approval of a Planned Development Amendment to allow expansion of the church upon property located at 2024 Rahn Way, legally described as Lot 1, Block 1, Rahn Ridge, subject to the following conditions: 1. A Planned Development Amendment Agreement shall be executed, in a form acceptable to the City Attorney, and recorded against the property with the Dakota County Recorder’s office. The Agreement shall include the following exhibits: • Site Plan • Building Elevations Plan • Landscape Plan • Site Lighting Plan • Signage Plan Advisory Planning Commission December 20, 2018 Page 4 of 7 2. Building address numbers shall be installed consistent with the provisions of Section 2.78 of City Code. 3. The trash enclosure shall be a minimum of six feet in height. 4. Screening of rooftop mechanical units shall be provided in accordance with City Code Sec. 11.70, Subd. 21 .D.12 including: a. A parapet wall at least 30” in height b. A physical screen around individual mechanical units c. Placement of rooftop equipment at least 20 feet from the edge of the building. 5. The Building Elevation drawings shall be modified to add some visual relief/interest along the south and east elevations. 6. A revised Site Lighting Plan shall be provided for the Planned Development Agreement that achieves a minimum 0.5 fc throughout the parking lots and includes an average to minimum ratio of not more than 4.0 fc. 7. Prior to issuance of a Building Permit, the applicant shall ensure that the proposed landscape plan does not interfere with site lighting. 8. 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. 9. This development shall meet the City’s 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 the site’s proposed impervious surface area and any other disturbed soils that are not remediated following an approved Soil Management Strategy. 10. Prior to receiving city approval to permit land disturbing activity, the property owner shall provide detailed Soil Management Strategies in the plan set for City review, and acceptance by the City Engineer, that provide clear assurances that by final grading, prior to installation of any irrigation, sod, permanent seeding or plant materials, the disturbed areas that are to be revegetated will have protected and/or restored soil permeability to non-compacted soil conditions in the top 12” of soil with greater than 5% soil organic matter content and less than 200 psi of soil compaction in the top 12” of topsoil, to comply with City Volume Control requirements. These graphical details and Advisory Planning Commission December 20, 2018 Page 5 of 7 notes on soil protection/restoration shall be included in the Stormwater Management Plan and prominently included in all applicable plan sheets (e.g. Erosion & Sediment Control Plan, Grading & Drainage Plan, Landscape Plan, etc.) and shall specify estimated quantities of soil ripping area and volume of compost to be imported and incorporated. Prior to receiving a Certificate of Occupancy for any affected construction, Soil Management Strategy implementation documentation (e.g. haul tickets, representative on-site soil samples, compaction testing and soil organic content test results) shall be provided to City Water Resources staff to verify approved soil management strategy compliance. 11. Prior to receiving city approval to permit land disturbing activity, based on the applicant’s provided soil borings from within the footprint of the two proposed infiltration areas that indicate restrictive soil layers within 6-feet of the planned bottom of over-excavation, the applicant shall revise construction plans to ensure that the underlying restrictive soil layers are excavated through, loosened, and clean, washed sand backfill is placed, to ensure sub-soil percolation, to the satisfaction of the City Engineer. 12. During infiltration system over-excavation/sub-soil work, the applicant shall ensure that a Certified Soil Scientist will be present to verify and document that practice area sub- soils are suitable for a saturated condition infiltration rate of 0.9-inch per hour (based on 0.45-inch per hour design rate with safety factor) or greater (but less than 8.0-inch per hour). If the sub-soil infiltration rates are less than 0.9-inch per hour (or greater than 8.0-inch per hour), the applicant shall immediately notify the City Engineer and revise the volume control practice(s) design and construction as necessary (e.g. over- excavation/soil-amendment depth, etc.) to ensure volume control requirements are fully met. Documentation shall be provided to the City within 48-hours after infiltration testing. The applicant shall ensure that the City Water Resources staff is provided 24- hour advance notice of the occurrence of infiltration verifications and also provided notice prior to any excavation and/or soil backfilling within the infiltration practices, to arrange for inspections. 13. Prior to receiving city approval to permit land disturbing activity, the applicant shall provide construction details of the proposed infiltration basins for City review/acceptance by the City Engineer and include in construction plans. Construction details on plan sheets shall include detailed infiltration basin cross-section(s), construction sequencing/protection/restoration notes, details for stable inlets/outlets/emergency overflows, details for under-drains with upturned elbow outlets for both infiltration/filtration basins, unobstructed inspection/maintenance access areas to inlets/outlets, soil amendment criteria (minimum of 18-inch depth across entirety of basin bottom), planting details (including live planting at 18-inch on- center spacing with seeding of all basin bottoms, and seeding of side-slopes), temporary and permanent erosion-control details, etc., to ensure infiltration practice is properly designed, constructed, planted, and adequately protected during / after construction to Advisory Planning Commission December 20, 2018 Page 6 of 7 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, Landscape Plan, etc.). 14. The applicant shall provide adequately sized pre-treatment structure (e.g. 4-foot minimum depth sump, 5-foot minimum diameter, with floatable skimmer hood, etc.) at, or immediately upstream of, any stormwater infiltration facility inlet to provide for effective capture and easily-accessible cleanout of fine-sand sized particles and floatable pollutants. Pre-treatment structures shall be accessible by appropriate maintenance equipment. Details shall be included in applicable plan sheet(s) using Eagan Standard Detail Plate E231. 15. 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. 16. Before the city returns any Stormwater-related Performance Guarantee Fees on the development site, the applicant shall demonstrate that all stormwater management practices are performing as intended and shall provide the City Engineer as-built plans that demonstrate that all constructed stormwater conveyance structures, stormwater management facilities (sump(s), basins, etc.), including soil loosening & amendment prior to landscaping, conform to design and/or construction plans, as approved by the City. As-built volumes shall be provided for the two infiltration basins. Video of final inspection of clean stormsewer catch-basin system 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. 17. The building shall be limited to the use of only one water service and meter unless limited by capacity of the existing service. 18. The applicant shall confirm any tree removal at the time of Building Permit, and work with the City Forester to provide tree protection during construction any required mitigation. 19. The applicant shall preserve the conservation easement area as undisturbed and the existing landscaping and berming along the south and southeastern boundary shall remain in place. All voted in favor. Motion carried 4-0. PLANNING REPORT CITY OF EAGAN REPORT DATE: December 13, 2018 CASE: 31-PA-03-05-18 APPLICANT: The House Church HEARING DATE: December 20, 2018 PROPERTY OWNER: The House Church APPLICATION DATE: November 20, 2018 REQUEST: Planned Development Amendment PREPARED BY: Pamela Dudziak LOCATION: 2024 Rahn Way COMPREHENSIVE PLAN: QP, Quasi-Public ZONING: PD, Planned Development SUMMARY OF REQUEST The applicant is requesting approval of a Planned Development Amendment to allow expansion of the church upon property located at 2024 Rahn Way, legally described as Lot 1, Block 1, Rahn Ridge. 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 property is part of the Mission Hills South Planned Development and was platted in 1985. A church was constructed on the property in 1986. The Planned Development for the church contemplated a full build-out of the property with a larger church complex; however, no Final Planned Development Agreement was executed. Planning Report – The House Church December 20, 2018 Page 2 Berming and landscaping was added along the southern portion of the property with the construction of the adjacent Staybridge Suites hotel in 1999. Also in 1999, a Planned Development Amendment was approved to add a child daycare to the church. This amendment is documented in a Final Planned Development Agreement for the church and daycare. In 2012, a Preliminary Subdivision and Planned Development Amendment were approved allowing the property to be split into two lots and allow a second building to be constructed on the new lot on the southern portion of the site. The subdivision was never completed, and the Preliminary Subdivision approval expired. A Planned Development Amendment was executed and recorded and remains in effect. EXISTING CONDITIONS An existing church building is located on the northwestern portion of the property with parking to the north and east. Access to the site is from Rahn Way to the north, and indirectly to Rahncliff Road to the east via private easement across adjacent property. The site generally slopes to the northwest, with elevations ranging from 932 to 910. Mature trees are located along the northwest, west, and south sides of the parcel. A 30’ easement for the berm and landscaping lies along the south and southeast boundaries of the site, and the easement area will remain undisturbed. The majority of the southern and northwestern portions of the site will be disturbed in preparation for the proposed building and parking lot expansions. SURROUNDING USES The following existing uses, zoning, and comprehensive guide plan designations surround the subject property: Existing Use Zoning Land Use Designation North Fraser PD, Planned Development SA-RC, Special Area Retail Commercial South Residential Twinhomes PD, Planned Development SA-LD, Special Area - Low Density East Office Hotel PD, Planned Development SA-O/S, Special Area - Office/Service SA-RC, Special Area Retail Commercial West Driver’s Training Center PF, Public Facilities QP, Quasi-Public Planning Report – The House Church December 20, 2018 Page 3 EVALUATION OF REQUEST Compatibility with Surrounding Area – The church use is compatible with the surrounding public, commercial and residential uses. The berm and mature landscaping along the south and southeastern boundary of the property provide a buffer to the adjacent residential development to the south. Public Benefit – The applicant’s narrative indicates that The House Church was founded 12 years ago and has been growing since then. Five years ago The House Church purchased this property, and with continued growth is “quickly outgrowing the existing building.” The proposed addition provides for a new sanctuary to accommodate the attendance for weekend services, host meetings and conferences, and increase classroom space for adult and children’s programming. With the PD Amendment, “the church will be able to build out the property to its full capacity and grow to its full potential.” Airport Compatibility - This property is not within the Airport Noise Policy Contours. Site Plan – The applicant’s narrative states the objective is to provide a new sanctuary, gathering space, parking lot and remodel the existing building to better meet the growing congregational needs. The proposed church expansion is to the south west of the existing building. Parking is expanded to the east and south of the building. Existing parking in the northwest corner of the site is replaced by an infiltration basin. A second infiltration basin is proposed south of the parking lot. The existing access from Rahn Way remains, and the plan utilizes the private access easement to Rahncliff Road with a new driveway at the southeast corner of the expanded parking lot. Bulk Standards – The comparable zoning district for this use is PF, Public Facilities, within which churches are a permitted use. Therefore, in evaluating this proposal, the PF zoning standards are applied. Setbacks – The PF zoning district requires structure setbacks of 2’ for each 1’ of building height, with a minimum required setback of 30’ and a maximum required setback of 50’. PF zoning does not limit structure height. The proposed building is 28’6”’ at the highest point. The first floor elevation of the addition is two feet higher than the existing building, and the addition is 26’6” in height. Two feet of setback for each one foot of building height is 57 feet. Thus, the 50 foot maximum structure setback applies on all sides of the building. The proposed site plan provides more than 50 feet of setback on all sides, and is acceptable. Building Coverage and Green Space – The PF zoning district has no maximum standard for building coverage or green space ratios. Building coverage is proposed to increase from 5.5% to 11.9%. This remains well below typical commercial maximum standards which vary Planning Report – The House Church December 20, 2018 Page 4 from 20%-35%. Green space is proposed to decrease from 68.2% to 45.5%. This remains above typical commercial minimum standards 30%. Building Address Numbers – Building address numbers should be installed consistent with the provisions of Section 2.78 of City Code. Building Elevations/Architecture – The existing church building was constructed in 1985. The exterior finish is primarily ribbed metal panels with burnished block and glass on the lower portion of the building. There is no screening of existing rooftop mechanical units. The applicant is proposing for the addition to be primarily precast panels in a black aggregate finish with 1” reveals, and phenolic resin panels in a wood “pine effect finish.” Stone veneer is proposed at the two building entrances which have glass doors and glass walls. Windows are concentrated near the entrances, and there are no windows on the south and east elevations of the proposed new addition. The phenolic resin panels are proposed to replace existing ribbed metal panels above the building entrances. Rooftop mechanical units will be screened with prefinished metal louver panels constructed around individual units. Additional screening of existing units will be provided with the addition of a rainscreen metal panel. General architectural standards in the zoning ordinance for all new buildings apply: a) The building must be harmonious with the adjacent buildings, topography and natural surroundings, b) exterior vertical surfaces shall have an equally attractive or the same finish, and c) any building façade exceeding 40 feet shall be designed with multiple planes, multiple sections of coordinating materials or both to add visual interest every 40 feet. Planning Report – The House Church December 20, 2018 Page 5 The architectural design of the proposed addition appears to be harmonious with the existing and surrounding area. The horizontal roof lines in multiple layers and sections are integrated between the existing and new building sections. Incorporating some of the materials proposed for the new addition onto existing building sections also provides cohesiveness between the old and new portions of the building. However, the proposed building design appears to fall short of each elevation having the same finish and providing visual interest every 40 feet on the new addition. The south and east elevations of the addition provide expanses of the pre- cast with no windows, color changes, or other materials to provide vertical or horizontal breaks. Some visual relief and interest should be provided along the south and east elevations. While the zoning ordinance does not have specific standards regarding exterior finish materials for Public Facilities uses, within Planned Development zoning, the acceptability of the proposed materials and architecture are a policy matter for City officials. The existing building predates current city code standards, and would not meet typical current standards for a commercial building. The proposed materials would be considered Class III (precast panels with aggregate finish), Class II (stone veneer), and Class I (glass). The phenolic resin panels are not specifically classified in the ordinance. Based on the product specifications, they would be considered either a Class III (as a manufactured “system”), or Class II (a durable low maintenance manufactured material that replicates the appearance of a natural material). Trash Storage – The existing church has no enclosure for trash storage. With this expansion, a trash enclosure is proposed to be constructed at the south end of the west parking lot. Public Facilities zoning standards allow the trash enclosure to be detached. The enclosure is proposed to be burnished block to match the existing block on the building, with a wood composite gate. The enclosure should be revised to a minimum of six feet in height, 5 feet 4 inches is proposed. With the exception of height, the design and materials of the enclosure appear to meet City Code standards. Mechanical Equipment – The existing building provides no screening of rooftop mechanical units. With a building expansion that exceeds the size of the existing building, the mechanical screening ordinance applies. Thus, the building should include a parapet wall at least 30” in height and a physical screen around mechanical equipment to fully screen the equipment. Also, all rooftop equipment should be placed at least 20 feet from the edge of the building. The proposed new addition includes a parapet. The parapet varies a bit in height, but appears to meet the 30” standard on average; some of the taller sections are 36”-42”. Added screening panels are both integrated into the building architecture and placed around individual mechanical units such that both existing and new rooftop mechanical equipment will be fully screened. Parking – The parking ordinance requires one parking stall for each 3.5 seats in the main assembly hall. The plans show 992 seats in the main sanctuary. At one stall for each 3.5 seats, 284 parking stalls are required, and 284 stalls are proposed. Proposed parking satisfies the Planning Report – The House Church December 20, 2018 Page 6 dimensional standards in the City Code with 24’ wide two-way drive aisles, 9’ x 19’ stalls and 5’ setbacks from adjacent property, 20’ setback from right-of-way. The City Code requires parking islands to create orderly circulation and break up expanses of pavement. A minimum 5% of the parking lot should be in landscaped islands. The Site Plan identifies 2,940 s.f. of islands, and 59,200 s.f. of parking area, satisfying the 5% standard. Landscaping – Most existing landscaping around the building will remain, as will the existing vegetation along the southern perimeter of the property. The proposed Landscape Plan adds a variety of trees and foundation plants around the new building addition and within the new and reconstructed parking areas. Three evergreen trees are proposed in the lawn area south of the new building, which will soften views of the building wall all year around. Shade trees and perennial grasses are proposed in parking islands. Parking is screened from Rahn Way with shrubs and perennial grasses along the north side of the property. Prior to issuance of a Building Permit, the applicant should ensure that the proposed landscape plan does not interfere with site lighting. Site Lighting – Site Lighting is proposed to utilize existing pole mounted lights, and the addition of new pole mounted lights in the parking lot, as well as wall mounted lights around the building. The proposed LED fixtures match the existing. They are downcast and shielded. The photometric plans show some areas below 0.5 footcandles (fc), which is lower than our typical standard for providing safety, security and site circulation. Perimeter light levels are below 0.5 fc, as compared to the typical standard of 1 fc maximum. Lighting within the parking lots should be redistributed and perhaps additional light fixtures added to achieve minimum levels of 0.5 fc throughout. Also, the photometric data did not include an average to minimum ratio. The ratio is a measure of light uniformity, with higher values indicating greater variation between the light and dark areas. Typically such ratio should be not more than 4.0 fc. Increasing illumination in the areas currently below 0.5 fc should help to achieve an acceptable average to minimum ratio measure. A revised Site Lighting Plan should be provided that achieves a minimum 0.5 fc throughout the parking lots and includes an averat to minimum ratio of not more than 4.0 fc. Wetlands – There are no wetlands on site, therefore, City Code §11.67, wetland protection and management regulations, does not apply. The constructed stormwater wetland to the west of the site is on neighboring property. Stormwater Management/Water Quality – The applicant proposes to add new & fully- reconstructed impervious surfaces totaling approximately 2.02 acres, with an additional 1.68 acres of disturbed/graded soils (to be revegetated), on the project site. This development will need to comply with the City’s Post Construction Stormwater Management Requirements (City Code §4.34) for stormwater management and surface water quality, including Runoff Rate Planning Report – The House Church December 20, 2018 Page 7 Control and 1.1” Volume Control. To meet the 1.1” Volume Control requirement for this development proposal, a minimum of 8,048 cubic feet of effective retention will need to be provided (if included with an acceptable Soil Management Strategy for any disturbed/graded areas proposed to be revegetated, to restore soil permeability and soil health). If no Soil Management Strategy is provided then the entirety of the site’s graded soils (3.7 acres) will need to be calculated as impervious area. The applicant proposes to meet City stormwater rate control and volume control requirements through the on-site construction of two infiltration basins with a total retention volume of approximately 8,287 cubic feet. For the disturbed areas that are to be revegetated, a Soil Management Strategy of 12-inch depth loosening and a minimum of 5% soil organic matter content are proposed for the 1.68 acres of disturbed/graded soils to be revegetated on this site. Overflow from the stormwater management system would discharge into stormwater wetland AP-13, in the Cliff Lake watershed. Eagan Water Resources has reviewed the applicant’s plans, stormwater design summary and modeling provided for stormwater management and finds the proposed plans to meet City Code §4.34 Post-Construction Stormwater Management Requirements are acceptable with conditions to ensure effective pre-treatment for the infiltration basins, proper over-excavation practices and depths to reach underlying sub-soils that can effectively absorb stormwater (SP- SM, SM), appropriate infiltration system design, including 18-inch minimum soil media depths, and construction to allow for effective retention volume and infiltration as intended, verification of infiltration performance and retention volume capacity, infiltration system protections during construction through final stabilization, inclusion and successful incorporation of specified soil management strategies on all disturbed soils that are proposed to be revegetated to restore soil permeability and soil health, and appropriate revegetation. Storm Water Drainage – The entire site lies within Drainage District A (as designated in the City Storm Water Management Plan – 2007). Stormwater flows through a private storm sewer system at the northwest corner of the site, and is routed via public storm sewer to City Pond AP-25 on the north side of Cliff Road. Proposed revisions to the storm sewer system include the addition of new private storm sewer in the proposed parking lot to route runoff to an infiltration basin on the south side of the site, and the construction of another infiltration basin at the northwest corner of the site. Any overflow will continue to AP-25 as it previously did. Utilities – The preliminary utility plan is acceptable, with modification. Sanitary Sewer District W (as designated in the City’s Comprehensive Sanitary Sewer Plan) serves the entire site. The existing building is connected to City sewer and water, however, the proposed addition includes the installation of new water and sewer services, and the extension of a watermain to bring fire hydrant coverage to the south side of the building. It is unclear from the utility plans if the existing water service is proposed to be removed; however, the building should be limited to only one water service and meter unless limited by capacity of the existing service. Planning Report – The House Church December 20, 2018 Page 8 Streets/ Access / Pedestrian Circulation – The site has direct access to Rahn Way to the north, and indirect access to Rahncliff Road via a parking lot connection to the southeast. An ingress/egress agreement was previously provided to accommodate the connection to the southeast. Various sidewalks exist and are proposed to provide pedestrian connectivity to the building throughout the site. Initial discussions with the applicant indicate they have agreed to provide adequate right-of- way in the northwest corner of the site to allow the future extension of Rahn Way. Slight modifications to the stormwater infiltration basin in the northwest corner of the site will be necessary to accommodate a future street. The applicant should provide a right-of-way, drainage and utility easement, in a form acceptable to the city attorney, for the future extension of Rahn Way. Easements/Permits/Right-of-Way – Public drainage & utility easements currently exist on this site. With the right-of-way for the future extension of Rahn Way, a 10 foot wide drainage and utility easement should also be provided adjacent to the right-of-way. The City Attorney will work with the applicant to acquire the right-of-way and easement in the appropriate manner. Tree Preservation – The City’s tree preservation ordinance applies to development lots with any existing building being expanded by ten percent or more, where an approved tree preservation plan is not on file with the city. While a Tree Inventory of individual trees was not provided, the tree line edge is identified on the plans. The area proposed for construction is largely open with little to no significant vegetation. The significant vegetation on the site is clustered around the southern edges of the site and much of it is within a conservation easement. These areas are shown to be undisturbed and little impact to existing trees is anticipated. The applicant should confirm any tree removal at the time of Building Permit, and work with the City Forester to provide tree protection during construction any required mitigation. The conservation easement area should remain undisturbed and the existing landscaping and berming along the south and southeastern boundary should remain in place. Financial Obligation – At this time, there are no pending assessments on the parcel. Based upon a study by City staff of the financial obligations collected in the past and proposed use for the property, all trunk and lateral utility fees have been previously collected for this property. Parks and Recreation - The property was platted in 1985 as part of Rahn Ridge Addition, which included the residential twinhomes to the south and west. In satisfaction of park dedication requirements at that time, land was dedicated to the City for nearby Kettle Park which lies to the south, and a trail connection from the public street to the park was provided. Planning Report – The House Church December 20, 2018 Page 9 The City implemented a trail dedication policy in February 1990, subsequent to the initial development. Thus, this property has not previously been subject to trail dedication requirements, and none is due at this time. SUMMARY/CONCLUSION The applicant is requesting approval of a Planned Development Amendment to expand the church building to provide a new sanctuary to accommodate attendance at weekend services and host meetings and conferences, and increase classroom space for adult and children’s programming. The property was initially developed with a church building in 1985. The proposed expansion adds approximately 18,000 s.f. to the existing 15,530 s.f. building. The proposal makes use of an existing access easement to Rahncliff Road at southeast corner of the parking lot, and the applicant has agreed to provide right-of-way for a future extension of Rahn Way in the northwest corner of the site. The plans provide for required structure setbacks and parking, on-site stormwater management, and additional landscaping. Existing berming and mature vegetation along the southern perimeter of the site will remain undisturbed. With minor revisions to the plans, the proposal appears to comply with typical City Code standards. ACTION TO BE CONSIDERED To recommend approval of a Planned Development Amendment to allow expansion of the church upon property located at 2024 Rahn Way, legally described as Lot 1, Block 1, Rahn Ridge. If approved the following conditions shall apply: 1. A Planned Development Amendment Agreement shall be executed, in a form acceptable to the City Attorney, and recorded against the property with the Dakota County Recorder’s office. The Agreement shall include the following exhibits: • Site Plan • Building Elevations Plan • Landscape Plan • Site Lighting Plan • Signage Plan 2. Building address numbers shall be installed consistent with the provisions of Section 2.78 of City Code. 3. The trash enclosure shall be a minimum of six feet in height. 4. Screening of rooftop mechanical units shall be provided in accordance with City Code Sec. 11.70, Subd. 21 .D.12 including: Planning Report – The House Church December 20, 2018 Page 10 a. A parapet wall at least 30” in height b. A physical screen around individual mechanical units c. Placement of rooftop equipment at least 20 feet from the edge of the building. 5. The Building Elevation drawings shall be modified to add some visual relief/interest along the south and east elevations. 6. A revised Site Lighting Plan shall be provided for the Planned Development Agreement that achieves a minimum 0.5 fc throughout the parking lots and includes an average to minimum ratio of not more than 4.0 fc. 7. Prior to issuance of a Building Permit, the applicant shall ensure that the proposed landscape plan does not interfere with site lighting. 8. 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. 9. This development shall meet the City’s 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 the site’s proposed impervious surface area and any other disturbed soils that are not remediated following an approved Soil Management Strategy. 10. Prior to receiving city approval to permit land disturbing activity, the property owner shall provide detailed Soil Management Strategies in the plan set for City review, and acceptance by the City Engineer, that provide clear assurances that by final grading, prior to installation of any irrigation, sod, permanent seeding or plant materials, the disturbed areas that are to be revegetated will have protected and/or restored soil permeability to non-compacted soil conditions in the top 12” of soil with greater than 5% soil organic matter content and less than 200 psi of soil compaction in the top 12” of topsoil, to comply with City Volume Control requirements. These graphical details and notes on soil protection/restoration shall be included in the Stormwater Management Plan and prominently included in all applicable plan sheets (e.g. Erosion & Sediment Control Plan, Grading & Drainage Plan, Landscape Plan, etc.) and shall specify estimated quantities of soil ripping area and volume of compost to be imported and incorporated. Prior to receiving a Certificate of Occupancy for any affected construction, Soil Management Strategy implementation documentation (e.g. haul tickets, representative Planning Report – The House Church December 20, 2018 Page 11 on-site soil samples, compaction testing and soil organic content test results) shall be provided to City Water Resources staff to verify approved soil management strategy compliance. 11. Prior to receiving city approval to permit land disturbing activity, based on the applicant’s provided soil borings from within the footprint of the two proposed infiltration areas that indicate restrictive soil layers within 6-feet of the planned bottom of over-excavation, the applicant shall revise construction plans to ensure that the underlying restrictive soil layers are excavated through, loosened, and clean, washed sand backfill is placed, to ensure sub-soil percolation, to the satisfaction of the City Engineer. 12. During infiltration system over-excavation/sub-soil work, the applicant shall ensure that a Certified Soil Scientist will be present to verify and document that practice area sub- soils are suitable for a saturated condition infiltration rate of 0.9-inch per hour (based on 0.45-inch per hour design rate with safety factor) or greater (but less than 8.0-inch per hour). If the sub-soil infiltration rates are less than 0.9-inch per hour (or greater than 8.0-inch per hour), the applicant shall immediately notify the City Engineer and revise the volume control practice(s) design and construction as necessary (e.g. over- excavation/soil-amendment depth, etc.) to ensure volume control requirements are fully met. Documentation shall be provided to the City within 48-hours after infiltration testing. The applicant shall ensure that the City Water Resources staff is provided 24- hour advance notice of the occurrence of infiltration verifications and also provided notice prior to any excavation and/or soil backfilling within the infiltration practices, to arrange for inspections. 13. Prior to receiving city approval to permit land disturbing activity, the applicant shall provide construction details of the proposed infiltration basins for City review/acceptance by the City Engineer and include in construction plans. Construction details on plan sheets shall include detailed infiltration basin cross-section(s), construction sequencing/protection/restoration notes, details for stable inlets/outlets/emergency overflows, details for under-drains with upturned elbow outlets for both infiltration/filtration basins, unobstructed inspection/maintenance access areas to inlets/outlets, soil amendment criteria (minimum of 18-inch depth across entirety of basin bottom), planting details (including live planting at 18-inch on- center spacing with seeding of all basin bottoms, and seeding of side-slopes), temporary and permanent erosion-control details, etc., to ensure infiltration practice 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, Landscape Plan, etc.). Planning Report – The House Church December 20, 2018 Page 12 14. The applicant shall provide adequately sized pre-treatment structure (e.g. 4-foot minimum depth sump, 5-foot minimum diameter, with floatable skimmer hood, etc.) at, or immediately upstream of, any stormwater infiltration facility inlet to provide for effective capture and easily-accessible cleanout of fine-sand sized particles and floatable pollutants. Pre-treatment structures shall be accessible by appropriate maintenance equipment. Details shall be included in applicable plan sheet(s) using Eagan Standard Detail Plate E231. 15. 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. 16. Before the city returns any Stormwater-related Performance Guarantee Fees on the development site, the applicant shall demonstrate that all stormwater management practices are performing as intended and shall provide the City Engineer as-built plans that demonstrate that all constructed stormwater conveyance structures, stormwater management facilities (sump(s), basins, etc.), including soil loosening & amendment prior to landscaping, conform to design and/or construction plans, as approved by the City. As-built volumes shall be provided for the two infiltration basins. Video of final inspection of clean stormsewer catch-basin system 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. 17. The building shall be limited to the use of only one water service and meter unless limited by capacity of the existing service. 18. The applicant shall confirm any tree removal at the time of Building Permit, and work with the City Forester to provide tree protection during construction any required mitigation. 19. The applicant shall preserve the conservation easement area as undisturbed and the existing landscaping and berming along the south and southeastern boundary shall remain in place. CLIFF DR IVE SAFARICTNERIN DR BERKSHIRE CTSAFARI T R NARVIK D R BERKSHIRESAFARI C IR STORLAND RD ROY A LED RSLATER CTVIBURNUM TRAIL CLIFFVIEWDRIVE NICOLS ROADRIDGE WIN D TRAIL MARILYN AVE STATE TRUNK HWY . NO . 77 SKY VIEW CT S A FARITR JAMES ST PIN OAK DR PIN OAK DR RAHN WAY COVINGTON LN SAFARI TRPARKCENTER DRWALNUTLNROYALE WAYSLATER ROADWOODS CTSHALE LANE COVINGTON LN ERIN DRIVE SAFARIHE IG HTS T RSCOTTTRAILSTATE HWY. NO. 77 (CEDAR AVE.)CLIFFLAKEROAD P LAZADRIVECOUNTY STATE AID HIGHWAY N O . 3 2 ( C L I F F R O A D ) T AM P E R E C R FOX RI D GECTBERKSHIREWAYKINGS RD ROYALE DRIVECLIFFVIEWDRIVEOAK WAYROYA LEINTERSTATE HWY. NO. 35ERAHNCLIFF ROADSAFA RI TRAI LSAFARI PASSNANCY CR HIGHCROFTCTSHALE LANE RAHNCLIFFCT RUSTEN ROADVI ENNALANEERI NDRIVE STORLAND CTPONDVIEWDR BEECHER DR FLORAD R SLAT E R ROADVIENNA L A N E ROYALEDRKINGSRDROYALETRJAMES COURTCLIFFLAKERD.SCOTTT R AIL NICOLS ROADRUSTEN ROADBLACKHAWK ROADWEST W I N DT RA I L KARIS WAY SENJA C T DRIVE STATE T.H. NO. 77GALAXIE AVESLATERROADBLACKHAWK ROADKINGSRDJAMESS TRAHN ROADCLIFFHILLLA N E CLIFFLAKERD.ROYALE PLNARVIKCTCOURT COVIN G TONLNSAFARICTSNICOLS ROADWARRICKCTMETCAFDRIVE ERIN LANEINTERSTATE HWY. NO. 35ERAHNCLIFF C TMeadowland Park SlaterAcres Park HighlineTrail Park KettlePark Rahn Park Park RahnAthleticPark Lebanon HillsRegional Park Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yankee Doodle Rd Lone Oak Rd Map Area Extent Project Name: The House ChurchRequest: Planned Development AmendmentCase No.: 31-PA-03-05-18 Subject Site Rahn Way Rahncliff RoadPin Oak Drive Rahncliff CourtRahncliff RoadPin Oak Drive Rahncliff RoadPin Oak Drive 150 075 Feet ´This map is for reference use only. This is not a survey and is not indtended to be used as one. Aerial photo-Fall-2017 Project: The House C hurchRequest: Planned D evelopment A mendmentCase N o.: 31-PA-03-05-18 SCHULTZ ENGINEERING& SITE DESIGN18 South Riverside AvenueSuite 230Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comSartell, MN 56377www.schultzengineeringdesign.com12755 Highway 55, Suite 100Minneapolis, MN 55441(763) 545-9196Fax (763) 541-0056www.clark-eng.comMODULAR MASONRYOPENING DIMENSION (MO)MODULAR DIMENSION5. ALL MASONRY IS MODULAR. REFER TO DETAILS FOR BRICK AND CONCRETE MASONRY UNITS (CMU) COURSING TABLE.6. ALL CAST IN PLACE CONCRETE COLUMNS AND WALLS SHALL CONFORM TO THE ABOVE EXPLANATION1. PLAN GRID LINES ARE 4'-0" OC UNLESS OTHERWISE NOTED.2. ARROWS INDICATE DIMENSIONS TO NOMINAL FACE OF MODULAR MATERIALS, TO CENTER LINES AND TO GRID LINES.3. DOTS INDICATE DIMENSIONS TO ACTUAL SURFACE OR FACE OF MATERIALS.4. FLOOR GRID ELEVATIONS ARE GIVEN TO A POINT 3/16" (1/2 MORTAR JOINT) ABOVE ACTUAL FLOOR SLAB. REFER TO DETAILS.3/16"ACTUAL DIM3/16"(1/2JT)(1/2 JOINT=3/16")ACTUAL DIMENSION(1/2 JOINT = 3/16")DIMENSIONMODULAR .DIMENSIONMODULAR.DIMENSIONMODULAR23.2DETAIL SYMBOLDETAIL NUMBERDETAIL SHEET23.2WALL SECTIONSECTION NUMBERSHEET NUMBERELEVATIONDETAIL NUMBERDETAIL SHEET23.2ROOM NUMBERDOOR NUMBERA. INACTIVE DOOR101PLAN NOTEA111B. ACTIVE DOORA BMULTIPLE DOORMETAL FLASHINGSHEET METAL (ELEV)CAST IN PLACECONCRETE (CMU)METAL (MTL)STEEL (STL)CONCRETE MASONARYUNIT (CMU)ROUGH WOODOR LUMBER (WD)PRECAST CONCRETE(PCC)FINISH WOOD ORHARDWOOD (HDWD)FACE BRICK (FB)PLYWOOD(PLY OR PWD)STONEACOUSTIC CLG TILECERAMIC TILE (CT)QUARRY TILE (QT)ASPHALT ORBITUMINOUS (BIT)PLASTER (PLAS)GYPSUM BOARD (GYP)EARTHBATT INSULATION(INS)POROUS FILL GRAVEL OR SANDRIGID INSULATIO(INS)EXISTING CONDITIONSTO REMAIN 9EXG)STRUCTURAL ENGINEERCLARK ENGINEERING CORPORATIONARMSTRONG, TORSETH, SKOLD, AND RYDEEN, INC.8501 GOLDEN VALLEY ROAD, SUITE 300GOLDEN VALLEY, MINNESOTA 55427PHONE: 763-545-3731 FAX: 763-525-3289ARCHITECT/PROJECT MANAGER: PAUL ERICKSONSPECIFICATIONS: JOE ANTONCIVIL ENGINEERS/ LANDSCAPE ARCHITECTSCHULTZ ENGINEERING & SITE DESIGN18 SOUTH RIVERSIDE AVENUE, SUITE 230SCARTELL, MINNESOTA 56377PHONE: 320-339-0669 FAX: 866-633-1830PROJECT ENGINEER: BRIAN SCHULTZ, PEEMAIL: SCHULTZENG@LIVE.COMOWNERTHE HOUSE CHURCH2024 RAHN WAYEAGAN, MN 55122PHONE: 651-454-6892CONTACT:OWNERS REPRESENTATIVE: JENNIFER HASSENFRITZ 952-457-007012755 HIGHWAY 55, SUITE 100MINNEAPOLIS, MINNESOTA 55441PHONE: 763-545-9196 FAX: 763-541-0056PROJECT ENGINEER: TIM LABISSIONERE, PELANDSCAPE ARCHITECTARTEKA OUTDOOR SERVICES593 CITATION DRIVESHAKOPEE, MINNESOTA 55379PHONE: 952-445-0532LANDSCAPE ARCHITECT: VALERIE J RIVERSCONTRACTORCORNERSTONE CONSTRUCTION & MANAGEMENT1185 N CONCORD STREETST PAUL, MINNESOTA 55075PHONE: 651-453-1194 FAX: 651-453-1195DAVE HAUEREMAIL: CCMCORNERSTONE@GMAIL.COMUNIT AUNIT BARMSTRONG TORSETH SKOLD & RYDEEN, INCCONSULTANTSTHE HOUSE CHURCH2024 Rahn WayEagan, MN 55122KEYPLANDRAWN BYCHECKED BYISSUED FORISSUE DATESHEET NAMEATS&R PROJECT NOSHEET NUMBER180378501 GOLDEN VALLEY ROADSUITE 300MINNEAPOLIS, MINNESOTA 55427TEL: 763 . 545 . 3731FAX: 763 . 525 . 3289WEB: www.atsr.comC ARMSTRONG TORSETH SKOLD & RYDEEN, INC. 2016ADDITION TOSIGNATURE / SEAL11/20/18ARCHITECTUREENGINEERINGPLANNINGTECHNOLOGYINTERIOR DESIGNLANDSCAPE ARCHITECTUREA0.0TITLE SHEETPWEPWLCITY SUBMITTALFOR REFERENCEONLYNOT FORCONSTRUCTIONAdditions to:2024 Rahn WayEagan, MN 551221. CROSS-REFERENCE ARCHITECTURAL DRAWINGS WITH, STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS TO ASSURE COORDINATION OF LOCATIONS, SIZES AND MATERIALS.2. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCY TO THE ARCHITECT BEFORE COMMENCING ANY WORK.3. DO NOT SCALE DRAWINGS FOR DIMENSIONS.4. VERIFY LOCATION, SIZE AND WALL THICKNESS REQUIRED TO RECESS MECHANICAL AND ELECTRICAL ITEMS AND MAINTAIN FIRE RATING REQUIREMENTS OF THE WALL (IF REQ) AT THESE BUILT-INS: UNIT HEATERS, CONVECTORS, ELECTRICAL PANELS, FIRE EXTINGUISHERCABINETS, DUCTS, PIPING, AND ALL OTHER SUCH RECESSES 5. MECHANICAL AND ELECTRICAL CONTRACTORS SHALL FURNISH EQUIPMENT REQUIRED FOR ANY CEILING OR WALL ACCESS PANELS. OTHERS SHALL INSTALL OR BUILD IN ALL SUCH ACCESS PANELS UON.6. VERIFY ELEVATION OF ALL FLOOR SLAB DEPRESSIONS REQUIRED TO RECEIVE FLOOR MATERIAL PER FINISH SCHEDULE AND DETAILS.7. ALL WOOD FRAMING AND BLOCKING CONCEALED IN CEILINGS AND PARTITIONS SHALL BE FIRE TREATED - UON.8. CEILING HEIGHT ON ROOM FINISH SCHEDULES AND WALL SECTIONS ARE NOMINAL. REFER TO DOOR AND WINDOW DETAILS FOR ACTUAL HEIGHT.9. REFER TO CIVIL DRAWINGS TO DETERMINE GRADE AND ELEVATIONS AT TOP OF BUILDING SLABS AND FOOTINGSARCHITECTURALA3.1 UNIT A FLOOR PLAN AND SCHEDULESA3.2 UNIT B FLOOR PLAN AND SCHEDULESA4.1 EXTERIOR ELEVATIONSA4.2 EXTERIOR ELEVATIONSA7.1 ROOF PLAN AND DETAILSSTRUCTURALTHE HOUSE CHURCHMATERIAL SYMBOLSNORTHCIVIL/ LANDSCAPECS1 SITE PLANC1 GENERAL NOTES & SPECIFICATIONSC2 STANDARD DETAILSC3 STANDARD CITY DETAILSC4 GRADING PLANC5 SWPPP - NOTESC6 SWPPP - PLAN VIEWC7 SOIL MANAGEMENT PLANC8 UTILITY PLANL1 LANDSCAPE PLANSHEET INDEXGENERAL NOTESLOCATION MAPMODULAR EXPLANATIONKEY PLANLEGENDPROJECT INFORMATIONPROJECT INFORMATIONA0.0 TITLE SHEETNORTHFOR REFERENCEONLYNOT FORCONSTRUCTIONFOR REFERENCEONLYNOT FORCONSTRUCTIONFOR REFERENCEONLYNOT FORCONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed Architect under the laws of the State of Minnesota.SignatureTyped or printed nameDateLicense Number1632811/20/18Paul W Erickson, AIA EXISTINGBUILDINGFFE = 924.10PROPOSED BUILDINGADDITIONMAIN FFE = 926.10STAGE FFE = 928.60PAVEMENTDEMOLITIONLIMITS (TYP)192451622131941972228141536138CS1ARMSTRONGTORSETHSKOLD& RYDEEN,INCCONSULTANTSTHE HOUSE CHURCH2024 Rahn WayEagan, MN 55122KEYPLANDRAWN BYCHECKED BYISSUED FORISSUE DATESHEET NAMEATS&R PROJECT NOSHEET NUMBER180378501 GOLDENVALLEYROADSUITE300MINNEAPOLIS,MINNESOTA55427TEL: 763 . 545 . 3731FAX: 763 . 525 . 3289WEB: www.atsr.comC SCHULTZ ENGINEERING AND SITE DESIGN, PLLC 2018ADDITION TOSIGNATURE / SEAL11/20/18ARCHITECTUREENGINEERINGPLANNINGTECHNOLOGYINTERIORDESIGNLANDSCAPEARCHITECTURE18 South Riverside AvenueSuite 230Sartell, MN 56377Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comwww.schultzengineeringdesign.comSCHULTZ ENGINEERING& SITE DESIGNI hereby certify that this plan,specification or report was preparedby me or under my direct supervisionand that I am a duly licensedEngineer under the laws of the stateof MinnesotaBRIAN J. SCHULTZ, PEDATELICENSE NO.11/20/2018 43129SCHULTZ ENG. PROJECT NO180160 30 60 120PAVEMENTDEMOLITIONLIMITS (TYP)PAVEMENTDEMOLITIONLIMITS (TYP)BENCHMARKMATCHEXISTINGPAVEMENT20-FT PARKING SETBACK30-FT BERM EASEMENT50-FT MAX. BLDG SETBACK50-FT MAX. BLDG SETBACK30-FT BERM EASEMENT20-FT PARKING SETBACK5-FT PARKING SETBACK50-FT MAX. BLDG SETBACK5-FT PARKING SETBACK50-FT MAX. BLDG SETBACK50-FT MAX. BLDG SETBACK20-FT PARKING SETBACK50-FT MAX. BLDG SETBACK5-FT PARKING SETBACKSITE PLAN DATATOTAL LOT AREA = 283,140 SFBUILDING AREA: EXISTING = 15,530 SFPROPOSED ADDITION = 18,140 SFTOTAL = 33,670 SF% BUILDING AREA: EXISTING = 5.5% WITH PROPOSED PROJECT = 11.9%IMPERVIOUS SURFACE: EXISTING = 90,100 SFWITH PROPOSED PROJECT = 154,300 SF% IMPERVIOUS SURFACE: EXISTING = 31.8% WITH PROPOSED PROJECT = 54.5%TOTAL PARKING LOT AREA (PROPOSED): 59,200 SFPROPOSED LANDSCAPED ISLANDS/PENINSULAS: 2,940 SF% LANDSCAPED ISLANDS/PENINSULAS: 5.0% PARKING CALCULATIONEXISTING PARKING SPACES = 118 SPACESPROPOSED PARKING SPACES = 166 SPACESTOTAL = 284 SPACESTOTAL ALLOWED CHURCH SANCTUARY SEATING:284 X 3.5 = 994 SEATS24'-2"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"19'-0"8'-0"8'-0"8'-0"8'-0"8'-0"(TYP)9'-2"9'-0"(TYP)9'-0"9'-0"9'-0"19'-0"7'-5"28'-8"27'-0"19'-0"9'-0"(TYP)19'-0"9'-0"(TYP)(TYP)(TYP)19'-0"9'-0"(TYP)(TYP)7'-4"7'-4"9'-2"24'-0"140'-11"19'-0"9'-0"19'-0"9'-0"19'-0"9'-0"9'-0"9'-0"9'-0"19'-0"9'-0"(TYP)(TYP)(TYP)(TYP)9'-0"19'-0"(TYP)(TYP)(TYP)(TYP)(TYP)(TYP)161'-4"265'-6"5'-0"5'-0"15'-9"5'-0"22'-6"5'-0"43'-8"19'-0"9'-0"19'-0"9'-0"(TYP)(TYP)(TYP)(TYP)12'-11"CONCRETESIDEWALK (TYP)CONCRETESIDEWALK (TYP)THICKENED EDGESIDEWALK (TYP)ADA RAMPRAMP LANDINGFLUSH W/ PAVEMENTADA RAMPTHICKENED EDGESIDEWALK (TYP)THICKENED EDGESIDEWALK (TYP)THICKENED EDGESIDEWALK (TYP)THICKENED EDGESIDEWALK (TYP)CONCRETEAPRONMATCHEXISTINGSIDEWALKMATCHEXISTINGSIDEWALKMATCHEXISTINGSIDEWALKMATCHEXISTINGSIDEWALKMATCH EXISTINGCURB & GUTTERADARAMPSIDEWALK FLUSHW/ PAVEMENT3-FT CURB TAPERB612 CURB &GUTTER (TYP)B612 CURB &GUTTER (TYP)B612 CURB &GUTTER (TYP)B612 CURB &GUTTER (TYP)B612 CURB &GUTTER (TYP)B612 CURB &GUTTER (TYP)REPLACE EXISTINGCURB TO PRE-DISTURBEDCONDITIONSB612 CURB &GUTTER (TYP)INFILTRATION BASIN #1INFILTRATION BASIN #2MATCH EXISTINGCURB & GUTTERMATCH EXISTINGCURB & GUTTERMATCH EXISTINGCURB & GUTTERMATCHEXISTINGPAVEMENTMATCHEXISTINGPAVEMENTMATCHEXISTINGPAVEMENTMATCHEXISTINGPAVEMENTMATCHEXISTINGPAVEMENTBITUMINOUSPAVEMENT (TYP)BITUMINOUSPAVEMENT (TYP)MATCHEXISTINGPAVEMENTMATCH EXISTINGCURB & GUTTERMATCH EXISTINGCURB & GUTTERBITUMINOUSPAVEMENT (TYP)BITUMINOUSPAVEMENT (TYP)BITUMINOUSPAVEMENT (TYP)BITUMINOUSPAVEMENT (TYP)BITUMINOUSPAVEMENT (TYP)BITUMINOUSPAVEMENT (TYP)BITUMINOUSPAVEMENT (TYP)TRASH ENCLOSURE(SEE ARCH.) GRADING NOTES:2. EXISTING TOPOGRAPHICAL INFORMATION WAS OBTAINED FROM A TOPOGRAPHICAL SURVEY PROVIDED BY ADVANCE SURVEYING & ENGINEERING, CO., MINNETONKA, MN (952) 474-7964.3. BENCHMARK: TOP NUT OF HYDRANT LOCATED IN FRONT CHURCH PARKING LOT (SEE PLAN) - ELEV = 925.114. NOTIFY ENGINEER IMMEDIATELY IF ANY INCONSISTENCIES ARE DISCOVERED BETWEEN ACTUAL SITE CONDITIONS AND WHAT IS SHOWN ON THE PLANS, WHICH ARE SIGNIFICANT ENOUGH TO ALTER THE INTENT OF THE DRAWINGS.6. THE CONTRACTOR SHALL CONTACT GOPHER ONE CALL AT (800) 252-1166 FOR A UTILITY LOCATE PRIOR TO THE START OF CONSTRUCTION AND VERIFY LOCATIONS OF UTILITIES BEFORE BEGINNING WORK.7. SEE SHEETS C2 AND C3 FOR STANDARD DETAILS AND STANDARD CITY DETAILS.15. ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUTTER, UNLESS NOTED OTHERWISE. PROPOSED ELEVATIONS ARE INTENDED TO PROVIDE POSITIVE DRAINAGE TOWARDS CATCH BASINS AND/OR OUTLETS. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE REQUIRED ELEVATIONS, WHICH WILL PROMOTE POSITIVE DRAINAGE THROUGHOUT THE PROJECT SITE.1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS, AND RIM AND INVERT ELEVATIONS, OF EXISTING DRAINAGE AND SANITARY STRUCTURES. LOCATION AND SIZE OF EXISTING SANITARY, WATER, AND STORM SEWER STUBS, AND EXISTING GRADES SHALL ALSO BE VERIFIED.13. SPOT ELEVATIONS ARE FLOW LINE AND/OR FINISHED GRADES, UNLESS OTHERWISE INDICATED. TOP OF CURB ELEVATIONS ARE 6" ABOVE THE FLOW LINE SPOT ELEVATION SHOWN ON THE PLANS, UNLESS NOTED OTHERWISE.5. IF REQUIRED BY THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY, THE OWNER OR CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT PRIOR TO THE INSTALLATION OF ANY STORM SEWER UTILITIES.12. CONTRACTOR SHALL PERFORM CALCULATIONS TO VERIFY EARTHWORK QUANTITIES. CONTRACTOR'S BID SHALL BE BASED ON EARTHWORK CALCULATIONS COMPLETED BY THE CONTRACTORNOTE: CADD FILES FOR ESTIMATING EARTHWORK QUANTITIES ARE AVAILABLETO CONTRACTORS FOR PREPARING BIDS. IN ORDER TO RECEIVE THE CADD FILES,THE CONTRACTOR WILL NEED TO SIGN A HOLD-HARMLESS AGREEMENT PROVIDEDBY SCHULTZ ENGINEERING & SITE DESIGN, AND AGREE TO PAY A $50 PROCESSINGFEE. THE CADD FILES WILL BE RELEASED UPON RECEIPT OF THE CHECK8. ALL LENGTHS OF STORM SEWER OR CULVERT PIPE SPECIFIED ON THIS PLAN INCLUDE THE LENGTHS OF ANY ASSOCIATED FLARED END SECTIONS.10. FINISHED ELEVATIONS OF LAWN/GREEN AREAS ADJACENT TO BUILDINGS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR OR TOP-OF-BLOCK ELEVATION.14. "EX" DENOTES EXISTING SPOT ELEVATIONS9. TRASH GUARDS SHALL BE INSTALLED ON ALL STORM SEWER END SECTIONS.EXISTINGBUILDINGFFE = 924.10PROPOSED BUILDINGADDITIONMAIN FFE = 926.10STAGE FFE = 928.60EXEXEXEXEXEXEXEXEXTRENCH DRAIN(SEE 11/C2)4 LF6" PVC@ 5.00%CLEANOUTRIM = 925.85INV = 923.6518 LF6" PVC@ 5.00%CB1 (27" ID)RIM = 925.25INV = 922.7588 LF8" PVC@ 1.53%CB2 (27" ID)RIM = 924.15INV = 921.40125 LF15" HDPE@ 0.84%CB3 (48" ID)RIM = 923.60INV = 920.35125 LF15" HDPE@ 0.96%115 LF12" PVC@ 1.00%CB4 (72" ID)RIM = 923.15INV = 919.15SUMP = 915.15CONNECT TO ROOF DRAININV @ BLDG = 920.3020 LF24" HDPE@ 0.75%24" FLAREDEND SECTIONINV = 919.00CB5 (27" ID)RIM = 923.15INV = 920.15SUMP = 916.1520 LF12" HDPE@ 5.75%12" FLAREDEND SECTIONINV = 919.0012" FLAREDEND SECTIONINV = 919.0034 LF12" HDPE@ 1.40%BASIN OUTLETSTRUCTURE(SEE 2/C4)280 LF12" HDPE@ 1.40%CB6 (48" ID)RIM = 918.60INV = 914.60SUMP = 910.6044 LF24" HDPE@ 0.23%24" FLAREDEND SECTIONINV = 914.50CB7 (48" ID)RIM = 918.45INV = 914.60SUMP = 910.6018 LF18" HDPE@ 0.56%18" FLAREDEND SECTIONINV = 914.5012" FLAREDEND SECTIONINV = 914.5060 LF12" HDPE@ 4.00%STMH1 (48" ID)RIM = 918.00INV = 912.10(FIELD VERIFY)CONNECT TO EXISTING12" STORM SEWERINV = 912.10(FIELD VERIFY)INFILTRATION BASIN #2BOTTOM OF BASIN = 913.7BASIN OUTLET = 914.5TOP OF BASIN = 918.0INFILTRATION BASIN #1BOTTOM OF BASIN = 918.2BASIN OUTLET = 919.0TOP OF BASIN = 923.0PAVEMENTDEMOLITIONLIMITS (TYP)926926926 926926926 926924924924924924924922920922920926928930932926922926926926928924918916914914916918918 918C4ARMSTRONGTORSETHSKOLD& RYDEEN,INCCONSULTANTSTHE HOUSE CHURCH2024 Rahn WayEagan, MN 55122KEYPLANDRAWN BYCHECKED BYISSUED FORISSUE DATESHEET NAMEATS&R PROJECT NOSHEET NUMBER180378501 GOLDENVALLEYROADSUITE300MINNEAPOLIS,MINNESOTA55427TEL: 763 . 545 . 3731FAX: 763 . 525 . 3289WEB: www.atsr.comC SCHULTZ ENGINEERING AND SITE DESIGN, PLLC 2018ADDITION TOSIGNATURE / SEAL11/20/18ARCHITECTUREENGINEERINGPLANNINGTECHNOLOGYINTERIORDESIGNLANDSCAPEARCHITECTURE18 South Riverside AvenueSuite 230Sartell, MN 56377Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comwww.schultzengineeringdesign.comSCHULTZ ENGINEERING& SITE DESIGNI hereby certify that this plan,specification or report was preparedby me or under my direct supervisionand that I am a duly licensedEngineer under the laws of the stateof MinnesotaBRIAN J. SCHULTZ, PEDATELICENSE NO.11/20/2018 43129SCHULTZ ENG. PROJECT NO180160 30 60 120EXEXPAVEMENTDEMOLITIONLIMITS (TYP)PAVEMENTDEMOLITIONLIMITS (TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)M LIMITS OFDISTURBANCE(TYP)EBENCHMARKPAVEMENTDEMOLITIONLIMITS (TYP)PAVEMENTDEMOLITIONLIMITS (TYP)INFILTRATION BASIN NOTES:1. TRAFFIC FROM CONSTRUCTION EQUIPMENT SHALL BE LIMITED AS MUCH AS POSSIBLE ACROSS INFILTRATION BASIN AREAS, AND BE ONLY LOW IMPACT TRACK EQUIPMENT. BASIN AREAS SHALL BE EXCAVATED WITH A BACKHOE STATIONED OUTSIDE OF THE AREA AS MUCH AS POSSIBLE.2. DURING CONSTRUCTION OF THE ADJACENT PARKING LOT AND BUILDING, THE INFILTRATION BASIN AREA SHALL BE PROTECTED FROM TRAFFIC AND SEDIMENT WITH SILT FENCE. SEE SHEET C6.3. THE BOTTOM OF THE INFILTRATION BASIN SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 24 INCHES WITH THE USE OF APPROPRIATE EQUIPMENT (TILLER, RIPPER, ETC.). AFTER SCARIFICATION, THE BASIN SIDEWALLS AND BOTTOM SHALL BE LINED WITH A MINIMUM OF 4-INCHES OF SAND/COMPOST MIX. SAND/COMPOST MIX SHALL BE PLACED AS LOOSELY AS POSSIBLE.5. ONCE THE INFILTRATION BASINS ARE COMPLETED AND THE SITE HAS BEEN STABILIZED, THE CONTRACTOR SHALL ARRANGE AND PAY FOR TESTING THE INFILTRATION RATES OF THE BOTTOMS OF THE BASINS. THE TEST RESULTS SHALL BE SUBMITTED TO THE CITY AND THE ENGINEER.6. FINAL STABILIZATION OF THE INFILTRATION BASINS SHALL NOT BE COMPLETED UNTIL THE UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED.4. ONCE EXCAVATED TO FINAL GRADE INFILTRATION AREAS SHALL BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITY IS REACHING THE INFILTRATION AREA. ALL INFILTRATION AREAS SHALL BE INSPECTED TO ENSURE THAT UNAUTHORIZED EQUIPMENT IS NOT BEING DRIVEN ACROSS THE INFILTRATION AREAS.ELEV= SEE PLAN4:14:1NATIVE SILTYSAND SOILSVARIESNTSBASIN SIDEWALL4" SAND/COMPOST MIXINFILTRATION BASIN (TYPICAL)1NOTES: 1. BASIN BOTTOMSHALL BE SEEDED W/NATIVE SEED MIX AND/OR PLANTINGSBOTTOM OF BASIN4" SAND/COMPOSTMIX2. SAND/COMPOST MIX SHALL CONSIST OF 70% CLEAN SAND &30% COMPOST (MN STORM WATER MANUAL MIX "B"). SANDSHALL CONSIST OF CLEAN CONSTRUCTION SAND, FREE OFDELETERIOUS MATERIALS - AASHTO M-6 OR ASTM C-33 WASHED.COMPOST SHALL CONSIST OF MNDOT 3890 GRADE 2ELEV = 922.50ELEV = 918.528" KEY WALL6" DIA. ORIFICEAT WALL CENTERFLOWOUTLET STRUCTURE (INFILTRATION BASIN #1)6'-6"6"5'-0"FLOW34 LF12" HDPE@1.40%HAALA PS60-72S POND SKIMMERCASTING W/ WEDGE ANCHORS, ORAPPROVED EQUIVALENT (INSTALL PERMANUFACTURER'S REQUIREMENTS ANDSPECIFICATIONSELEV = 923.00ELEV = 922.50280 LF12" HDPE@ 1.40%ELEV = 918.52ELEV = 918.528" PRECAST CONCRETE BASEWATERSTOP GASKET, OR APPROVEDEQUIVALENT W/ NON-SHRINK PATCHINGCOMPOUND, AT PIPE/STRUCTURECONNECTION60" PRECAST CONCRETE BARREL(S)WITH RUBBER GASKET(S) ASTM C443-79PRECAST CONCRETE COVERS, BARRELSECTIONS, AND BASES SHALL MEET THEREQUIREMENTS OF STANDARD MNDOTPLATES 4011 AND 40208" KEY WALL W/REINFORCEMENT6" DIA. ORIFICE ATWALL CENTERELEV = 918.521ELEV = 922.50ELEV = 917.52 EXISTINGBUILDINGFFE = 924.10PROPOSED BUILDINGADDITIONMAIN FFE = 926.10STAGE FFE = 928.60C6ARMSTRONGTORSETHSKOLD& RYDEEN,INCCONSULTANTSTHE HOUSE CHURCH2024 Rahn WayEagan, MN 55122KEYPLANDRAWN BYCHECKED BYISSUED FORISSUE DATESHEET NAMEATS&R PROJECT NOSHEET NUMBER180378501 GOLDENVALLEYROADSUITE300MINNEAPOLIS,MINNESOTA55427TEL: 763 . 545 . 3731FAX: 763 . 525 . 3289WEB: www.atsr.comC SCHULTZ ENGINEERING AND SITE DESIGN, PLLC 2018ADDITION TOSIGNATURE / SEAL11/20/18ARCHITECTUREENGINEERINGPLANNINGTECHNOLOGYINTERIORDESIGNLANDSCAPEARCHITECTURE18 South Riverside AvenueSuite 230Sartell, MN 56377Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comwww.schultzengineeringdesign.comSCHULTZ ENGINEERING& SITE DESIGNI hereby certify that this plan,specification or report was preparedby me or under my direct supervisionand that I am a duly licensedEngineer under the laws of the stateof MinnesotaBRIAN J. SCHULTZ, PEDATELICENSE NO.11/20/2018 43129SCHULTZ ENG. PROJECT NO180160 30 60 120TEMPORARY ROCKCONSTRUCTIONENTRANCEPERIMETER SILTFENCE (TYP)PERIMETER SILTFENCE (TYP)PERIMETER SILTFENCE (TYP)PERIMETER SILTFENCE (TYP)PERIMETER SILTFENCE (TYP)PERIMETER SILTFENCE (TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)PAVEMENTDEMOLITIONLIMITS (TYP)PAVEMENTDEMOLITIONLIMITS (TYP)PAVEMENTDEMOLITIONLIMITS (TYP)SILT FENCE UPLANDFROM INFILTRATIONBASIN (TYP)SILT FENCE UPLANDFROM INFILTRATIONBASIN (TYP)SILT FENCE UPLANDFROM INFILTRATIONBASIN (TYP)SILT FENCE UPLANDFROM INFILTRATIONBASIN (TYP)CLASS III RIP RAPOVERLAYING TYPE 4GEOTEXTILE FABRIC (TYP)CLASS III RIP RAPOVERLAYING TYPE 4GEOTEXTILE FABRIC (TYP)CLASS III RIP RAPOVERLAYING TYPE 4GEOTEXTILE FABRIC(TYP)CATEGORY 3EROSION CONTROLBLANKET (TYP)CATEGORY 3EROSION CONTROLBLANKET (TYP)CATEGORY 3EROSION CONTROLBLANKET (TYP)CATEGORY 3EROSION CONTROLBLANKET (TYP)INSTALLCATCH BASINPROTECTION(TYP)INSTALLCATCH BASINPROTECTION(TYP)INSTALLCATCH BASINPROTECTION(TYP)INSTALLCATCH BASINPROTECTION(TYP)INSTALLCATCH BASINPROTECTION(TYP)INSTALLCATCH BASINPROTECTION(TYP)INSTALLCATCH BASINPROTECTION(TYP)CLASS III RIP RAPOVERLAYING TYPE 4GEOTEXTILE FABRIC(TYP)INSTALLCATCH BASINPROTECTION(TYP)INSTALLCATCH BASINPROTECTION(TYP)PAVEMENTDEMOLITIONLIMITS (TYP)PAVEMENTDEMOLITIONLIMITS (TYP)TEMPORARY ROCK CONSTRUCTION ENTRANCENTSNOTE: PLACING FILTER FABRIC UNDER THE ROCK ENTRANCE MAYREDUCE THE AMOUNT OF MAINTENANCE IT WOULD REQUIRE.2. THE ENTRANCE SHALL BE GRADED SUCH THAT POSITIVE DRAINAGE DURING CONSTRUCTION IS PROVIDED.6" CA-1 COARSEAGGREGATE6" BUMP FORKEEPING RUNOFFON SITE1. THE ROCK ENTRANCE SHALL BE CONSTRUCTED PRIOR TO THE START OF GRADING OPERATIONS.3. THE ENTRANCE SHALL BE MAINTAINED IN SUCH A CONDITION SUCH THAT IT PREVENTS MUD TRACKING OFF SITE. ADDITIONAL ROCK OR REPLACEMENT OF THE ENTRANCE MAY BE REQUIRED PERIODICALLY IF MUD STARTS TO TRACK OFF SITE.4. THE ROCK ENTRANCE MAY BE REMOVED JUST PRIOR TO THE PLACEMENT OF AGGREGATE BASE.1STAPLE PLASTICSHEETINGEVERY 5' (TYP)1. BOTTOM OF CONCRETE WASHOUT AREA SHALL BE 10'X10'2. CONTRACTOR SHALL REMOVE WASH LIQUID FROM CONCRETE WASHOUT AREA AND DISPOSE OF PER MPCA REQUIREMENTS WHEN WASHOUT AREA BECOMES HALF FULL.3. CONTRACTOR SHALL SELECT THE MOST OPTIMAL LOCATION FOR THE CONCRETE WASHOUT10 MIL PLASTICSHEETING LINERPLACED WITHINWASHOUT AREACONCRETE WASHOUTNTSCONSTRUCT BERMAROUND ENTIREWASHOUT AREA2SILT FENCE (MACHINE SLICED)TIRE COMPACTION ZONENTS5' MINIMUM LENGTH STEEL T-POST6' MAXIMUM SPACINGPOST NIPPLES FACES AWAY FROMGEOTEXTILE FABRICMACHINE SLICE8" - 12" DEPTHGEOTEXTILE FABRIC3' WIDE3 PLASTIC ZIP TIESAT LEAST 1" APART(50LB TENSILE)LOCATED IN TOP 8"OF STEEL POSTMATERIALS PER MNDOT 3886INSTALLATION PER MNDOT 2573.3C11. USE PROPER EQUIPMENT SUCH THAT THE SOIL ISSLICED, NOT TURNED OVER.AFTER SILT FENCE INSTALLATION, COMPACT THE SOILIMMEDIATELY NEXT TO THE GEOTEXTILE BY DRIVINGOVER IT WITH A TRACTOR TIRE AT LEAST TWICE2. 3EROSION CONTROL BLANKETNTSA CHECK SLOT SHALL BE CONSTRUCTED AT THE TOPOF STEEP SLOPES (4:1 OR STEEPER) WHERE EROSION CONTROLBLANKET IS PLACED AS PER THE FOLLOWING:1. DIG 6" X 6" TRENCH2. LAY BLANKET END INTO TRENCH3. STAPLE BLANKET IN BOTTOM OF TRENCH EVERY 1 FT4. BACKFILL TRENCH WITH SOIL AND COMPACT5. IF SLOPE LENGTH (L) IS GREATER THAN 100 FT DIG A CHECK SLOT 1/3 FROM THE BOTTOM OF THE SLOPE AND STAPLE THE BLANKET IN AS IN THE TOP TRENCH.6"6"1' TO 3'4NTSRIP RAP AT PIPE OUTLETSGEOTEXTILE FABRIC41MNDOT 3733 TYPE 4MINIMUM 6" BEDDING PERMNDOT SPEC. 3601.2B2' (TYP)2' (TYP)NOTES:1. RIP RAP SHALL MEET THE REQUIREMENTS OF MNDOT SPEC. 36012. SEE PLANS FOR CLASS OF RIP RAP3. D=PIPE DIAMETER IN FEET (SEE PLANS)4. OUTLETS ON STEEP SLOPES SHALL BE PROVIDED WITH RIP RAP FROM THE OUTLET TO THE TOE OF THE SLOPE.2'1'5926926926 926926926 926924924924924924924922920922920926928930932926922926926926928924918916914914916918918 918 EXISTINGBUILDINGFFE = 924.10PROPOSED BUILDINGADDITIONMAIN FFE = 926.10STAGE FFE = 928.60926926926 926926926 926924924924924924924922920922920926928930932926922926926926928924918916914914916918918 918C7ARMSTRONGTORSETHSKOLD& RYDEEN,INCCONSULTANTSTHE HOUSE CHURCH2024 Rahn WayEagan, MN 55122KEYPLANDRAWN BYCHECKED BYISSUED FORISSUE DATESHEET NAMEATS&R PROJECT NOSHEET NUMBER180378501 GOLDENVALLEYROADSUITE300MINNEAPOLIS,MINNESOTA55427TEL: 763 . 545 . 3731FAX: 763 . 525 . 3289WEB: www.atsr.comC SCHULTZ ENGINEERING AND SITE DESIGN, PLLC 2018ADDITION TOSIGNATURE / SEAL11/20/18ARCHITECTUREENGINEERINGPLANNINGTECHNOLOGYINTERIORDESIGNLANDSCAPEARCHITECTURE18 South Riverside AvenueSuite 230Sartell, MN 56377Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comwww.schultzengineeringdesign.comSCHULTZ ENGINEERING& SITE DESIGNI hereby certify that this plan,specification or report was preparedby me or under my direct supervisionand that I am a duly licensedEngineer under the laws of the stateof MinnesotaBRIAN J. SCHULTZ, PEDATELICENSE NO.11/20/2018 43129SCHULTZ ENG. PROJECT NO180160 30 60 120LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)AREA DESIGNATEDFOR SOIL MANAGEMENT(TYP)AREA DESIGNATEDFOR SOIL MANAGEMENT(TYP)INFILTRATIONBASINAREA DESIGNATEDFOR SOIL MANAGEMENT(TYP)AREA DESIGNATEDFOR SOIL MANAGEMENT(TYP)AREA DESIGNATEDFOR SOIL MANAGEMENT(TYP)AREA DESIGNATEDFOR SOIL MANAGEMENT(TYP)INFILTRATIONBASINAREA DESIGNATEDFOR SOIL MANAGEMENT(TYP)AREA DESIGNATEDFOR SOIL MANAGEMENT(TYP)AREA DESIGNATEDFOR SOIL MANAGEMENT(TYP)AREA DESIGNATEDFOR SOIL MANAGEMENT(TYP)AREA DESIGNATEDFOR SOIL MANAGEMENT(TYP)AREA DESIGNATEDFOR SOIL MANAGEMENT(TYP)AREA DESIGNATEDFOR SOIL MANAGEMENT(TYP)SOIL MANAGEMENT NOTES:1. DISTURBED AREA DESIGNATED FOR SOIL MANAGEMENT.SOIL MANAGEMENT PRACTICES INDICATED ON THIS PLAN SHALL BE COMPLETED IN DESIGNATEDAREAS, PER CITY REQUIREMENTS, FOR THE PURPOSES OF REDUCING THE AFFECTS OFCONSTRUCTION TRAFFIC AS IT PERTAINS TO COMPACTION OF UNDERLYING SOILS.THE FOLLOWING SHALL BE COMPLETED IN DESIGNATED SOIL MANAGEMENT AREAS:a. SOIL MANAGEMENT PRACTICES SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF ANYIRRIGATION SYSTEM ITEMS, TREES, SHRUBS, AND/OR SOD/SEEDINGb. PRIOR TO PLACEMENT OF TOPSOIL/COMPOST MIX, UNDERLYING INORGANIC SOILS SHALL BESCARIFIED TO A DEPTH OF 12-INCHES VIA APPROPRIATE METHODS (TILLING, RIPPING, ETC.)c. UPON COMPLETION OF SCARIFICATION, A MINIMUM OF 4-INCHES OF TOPSOIL/COMPOSTMIX SHALL BE LOOSELY PLACED OVER DESIGNATED AREAS. TOPSOIL/COMPOST MIX SHALLCONSIST OF 50% TOPSOIL AND 50% MNDOT 3890 GRADE 2 COMPOST, BY VOLUME.d. TOPSOIL SHALL HAVE A MINIMUM OF 5% ORGANIC CONTENT. ONSITE TOPSOIL SALVAGEDFROM THE PROJECT AREA IS ACCEPTABLE, PROVIDED THAT IT CONTAINS THE MINIMUMORGANIC CONTENT. CONTRACTOR SHALL HAVE THEIR TOPSOIL SOURCE TESTED FORORGANIC CONTENT PRIOR TO PROCEEDING WITH MIXING IN COMPOST, IN ORDER TOVERIFY THAT THE TOPSOIL SOURCE IS ACCEPTABLE. ORGANIC CONTENT TESTS SHALL BEPROVIDED TO THE CITY AND ENGINEER.e. THE TOP 12-INCHES OF SOIL IN COMPLETED DESIGNATED SOIL MANAGEMENT AREAS SHALLHAVE A MAXIMUM OF 200 PSI, WHICH SHALL BE TESTED. TEST RESULTS SHALL BE PROVIDED TOTHE CITY AND ENGINEERf. ALL TESTING INDICATED ABOVE SHALL BE COMPLETED BY AN INDEPENDENT TESTING FIRMg. CONTRACTOR SHALL PROVIDE ALL NECESSARY DOCUMENTATION ASSOCIATED WITH SOILMANAGEMENT IMPLEMENTATION TO CITY WATER RESOURCES STAFF TO VERIFY COMPLIANCEWITH APPROVED SOIL MANAGEMENT STRATEGY. THIS MAY INCLUDE, BUT NOT BE LIMITED TOON-SITE SOIL SAMPLES, COMPACTION TESTING, AND ORGANIC CONTENT TESTS.h. CONTRACTOR SHALL PROVIDE MINIMUM OF 24 NOTICE TO CITY WATER RESOURCESPECIALIST, (651) 675-5335, TO ARRANGE INSPECTION OF SOIL MANAGEMENT PROCESS INORDER TO VERIFY COMPLIANCE WITH APPROVED SOIL MANAGEMENT STRATEGY2. INFILTRATION BASIN (SEE SHEET C4 FOR INFORMATIONREGARDING BASIN CONSTRUCTION).3. AREAS NOT DESIGNATED FOR HARDSCAPE, INFILTRATION BASIN, OR SOIL MANAGEMENT SHALLREMAIN UNDISTURBED.4. CONTRACTOR IS FREE TO LIMIT DISTURBED AREA TO LESS THAN WHAT IS SHOWN ON THIS PLAN, IFPRACTICAL. SOIL MANAGEMENT MAY BE OMITTED IN AREAS THAT REMAIN UNDISTURBEDTHROUGHOUT THE ENTIRE PROJECT. EXISTINGBUILDINGFFE = 924.10PROPOSED BUILDINGADDITIONMAIN FFE = 926.10STAGE FFE = 928.60C8ARMSTRONGTORSETHSKOLD& RYDEEN,INCCONSULTANTSTHE HOUSE CHURCH2024 Rahn WayEagan, MN 55122KEYPLANDRAWN BYCHECKED BYISSUED FORISSUE DATESHEET NAMEATS&R PROJECT NOSHEET NUMBER180378501 GOLDENVALLEYROADSUITE300MINNEAPOLIS,MINNESOTA55427TEL: 763 . 545 . 3731FAX: 763 . 525 . 3289WEB: www.atsr.comC SCHULTZ ENGINEERING AND SITE DESIGN, PLLC 2018ADDITION TOSIGNATURE / SEAL11/20/18ARCHITECTUREENGINEERINGPLANNINGTECHNOLOGYINTERIORDESIGNLANDSCAPEARCHITECTURE18 South Riverside AvenueSuite 230Sartell, MN 56377Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comwww.schultzengineeringdesign.comSCHULTZ ENGINEERING& SITE DESIGNI hereby certify that this plan,specification or report was preparedby me or under my direct supervisionand that I am a duly licensedEngineer under the laws of the stateof MinnesotaBRIAN J. SCHULTZ, PEDATELICENSE NO.11/20/2018 43129SCHULTZ ENG. PROJECT NO180160 30 60 120PAVEMENTDEMOLITIONLIMITS (TYP)PAVEMENTDEMOLITIONLIMITS (TYP)PAVEMENTDEMOLITIONLIMITS (TYP)6" PVC @ 2. 0 0 % MI N 6" PVC SAN. SERVICE(FIELD VERIFY INVERT@ BLDG)6" COMBINED WATER SERVICEW/ 6" GATE VALVE & BOXCLEANOUT6" C900 PVC6" C900 PVC(2) 6" 45° BENDSHYDRANT6" GATE VALVE& BOXEXISTINGHYDRANTCONNECT TO EXISTING6" WATER SERVICECONNECT TO EXISITNGSANITARY MANHOLE(FIELD VERIFY INVERT)PAVEMENTDEMOLITIONLIMITS (TYP)6" X 6" TEE6" C900 PVC6" C900 PVC6" C900 P V C 6" 45° BENDPAVEMENTDEMOLITIONLIMITS (TYP)6" C900 PVCPAVEMENTDEMOLITIONLIMITS (TYP)PAVEMENTDEMOLITIONLIMITS (TYP)BENCHMARK6" PVC @ 2.00% MIN6" PVC @2.00% MINCLEANOUT6" 45° BEND2. IF CONFLICTS ARE DISCOVERED WHERE WATER MAIN CROSSES EXISTING SANITARY SEWER, SERVICE LINES, OR STORM SEWER, THE WATER MAIN SHALL BE RAISED OR LOWERED APPROPRIATELY WHILE STILL MAINTAINING A MINIMUM DEPTH OF 8 FEET BELOW FINISHED GRADE.4. INSTALL SANITARY SEWER SERVICE LINE CLEANOUTS AS REQUIRED BY THE MINNESOTA PLUMBING CODE5. SEE SHEET C4 FOR STORM SEWER GRADING, AND SHEETS C2 AND C3 FOR MISCELLANEOUS DETAILS RELATING TO THE PLACEMENT OF THE UTILITIES.SANITARY SEWER AND WATER NOTES1. WATER MAIN AND ANY WATER SERVICE LINES SHALL BE PLACED AT A MINIMUM DEPTH OF 8 FEET BELOW FINISHED GRADE.6. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.3. INSULATION SHALL BE PLACED AT ALL LOCATIONS WHERE STORM SEWER CROSSES SANITARY SEWER, WATER MAIN, OR ASSOCIATED SERVICES. INSULATION SHALL CONSIST OF AN 8-FT X 8-FT SQUARE OF 3"-THICK RIGID INSULATION. INSULATION SHALL BE PLACED BETWEEN THE STORM SEWER AND PIPE CROSSING WITH THE EDGES OF THE INSULATION PARALLEL TO THE PIPING AS MUCH AS POSSIBLE.OWNER/CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT FROM THEMINNESOTA DEPARTMENT OF LABOR AND INDUSTRY PRIOR TO THE INSTALLATIONOF ANY SANITARY SEWER OR WATER UTILITIES. CONSTRUCTION OF SANITARYSEWER OR WATER UTILITIES SHALL NOT COMMENCE UNTIL AFTER THE PLUMBINGPERMIT HAS BEEN OBTAINED, AND ANY AND ALL PERTINENT COMMENTS HAVEBEEN ADDRESSED ON THE PLAN AND IN THE PROJECT SPECIFICATIONS.7. PRIOR TO CONSTRUCTION OF SANITARY SEWER, AND ORDERING ASSOCIATED MATERIALS, THE CONTRACTOR'S PLUMBING DESIGNER SHALL PROVIDE THE ENGINEER WITH THE TOTAL DRAINAGE FIXTURE UNITS (DFUs) FOR THE INTERIOR PLUMBING TO VERIFY THE CORRECT SIZING AND SLOPE OF THE SANITARY SEWER SERVICE6" 45° BEND6" 1114° BEND 9269269269269 2 6 926926 92492 4 92492 4 9249249229209229209269289309329269229269 2 6 92 6 9289 2 4 9 1 8 9 1 6 9149149169189189 1 8 Landscape MaintenanceLandscape Design - BuildIrrigation Design - ServiceOutdoor Serviceswww.artekaoutdoorservices.comPhone 952/445-0532Registrationand that I am a duly Registered Landscape Architectwas prepared by me or under my direct supervisionI hereby certify that this plan, specification, or reportunder the Laws of the State of Minnesota.Date:Reg. No.Sheet No.Sheet TitleDateRevisionsDrawn By1.2.3.4.5.6.ScaleProject NameProject LocationNorth Arrow5/14/18VjR11/16/1811/19/1812/5/18 - City comments12/6/18 - City commentsTHE HOUSE CHURCH2024 RAHN WAYEAGAN, MNLANDSCAPE PLAN1" = 30'L1RC6SL11RD24HM4TAFM33SL21FM5KF3CSKF202SL.BS3SL2CCFM123CSPH33SOTY41SLPROPOSED BUILDINGEXISTING BUILDINGEXISTING PARKINGEXIST. PARKINGPROPOSED PARKINGPROPOSED PARKINGNEW PONDEXIST. PLANTINGAND ROCK EXIST. PLANTINGAND ROCK EXIST. PLANTINGAND ROCK NEW CURB LINEEXIST. LAWNEXIST. LAWNEXIST. LAWNNEW LAWNNEW EDGER& ROCKNEW ROCKNEW ROCKNEW ROCKNEW ROCKNEW ROCKPROPERTY LINEP R O P E R T Y L I N E PROPERTY LINE PROPERTY LINEEXISTING VEGETATIONEXIST. LAWNNEW ROCKNEW EDGER & ROCKNEW LAWNNEW LAWNNEW LAWNCONC. WALKNEW LAWNLandscape Contractor shall visit the site prior to submitting bid to become familiar with site conditions.PLANTING NOTES:EXIST. TREESTO REMAIN(TYP.)IRRIGATION LIMIT LINENEW TURF SEEDNEW TURF SEEDValerie J. Rivers5/14/1823525NEW SODNEW TURF SEEDEXIST. LAWNHT19DM14LS2BSCC112CS15SDNEW LAWNCH3NEW PONDNEW EDGER& ROCKNEW ROCKNEW ROCKCONC. WALKCONC. WALKCONC. WALKCONC. WALKC O N C . W A L K CONC. WALKCONC. WALK UNDISTURBED AREA12KF12RD12SJEXIST. PLANT BEDNEW EDGER& ROCK22KFRAHN WAY DNEXIST OFFICEA104EXIST OFFICEA105EXIST OFFICEA106EXIST OFFICEA107EXIST RECEPTIONA102EXIST RESTROOMA111EXIST RESTROOMA112EXIST OFFICEA110EXIST OFFICEA109EXIST OFFICEA108CHECK INA113TODDLERA115EXIST RESTROOMA118EXIST RESTROOMA119EXIST CLOSETA120EXIST CLASSROOMA122EXIST CLASSROOMA123EXIST KITCHENA124EXIST CLASSROOMA125EXIST CLASSROOMA127CLASSROOMA129CLASSROOMA130CLASSROOMA131CLASSROOMA133EXIST CIRCULATIONA121CIRCULATIONA128CIRCULATIONA132EXIST VESTIBULEA100EXIST CIRCULATIONA101EXIST CIRCULATIONA103STORAGEA114YOUTHA116EXIST STAGEA117EXIST CLASSROOMA12624' - 0" 11' - 10"16' - 0"6' - 3"6' - 3"GENERAL NOTES :1. ALL EXPOSED OUTSIDE CMU/GCMU/GLCMU CORNERS TO BE "BULLNOSED".2. ALL INTERIOR CMU TO BE 8" WYTHE UNLESS OTHERWISE NOTED OR DIMENSIONED. EXTEND ALL MASONRY PARTITIONS TO UNDERSIDE OF DECK ABOVE (UON).3. RECESS CONCRETE FLOOR SLAB ON GRADE AS REQUIRED AT WOOD, TILE OR TERRAZZO LOCATIONS TO MATCH FLOOR GRID ELEVATIONS.4. REFER TO SHEET A8.1 FOR INTERIOR & EXTERIOR CJ AND EJT DETAILS.5. BUILDING GRIDS ARE 16' - 0" OC IN EACH DIRECTION.6. REFER TO DETAIL 1/A8.3 FOR TYPICAL TACKBOARD (TB), MARKERBOARD (MB), CHALKBOARD (CB) OR TACKSTRIP (TS) DETAILS.7. ALL STEEL STUD PARTITIONS TO BE TYPE 1 (UON). REFER TO DETAIL 1E/A5.5 PROVIDE HORIZ WOOD BLOCKING (ENTIRE LENGTH OF WALL) AT TB/MB/CB LOCATIONS.8. COORDINATE AND ALIGN CONCRETE SLAB CONTROL JOINTS WITH TERRAZZO OR TILE FLOOR JOINTS.9. REFER TO DETAIL x/Axx FOR FLOOR FINISH TRANSITION DETAILS.ARMSTRONG TORSETH SKOLD & RYDEEN, INCCONSULTANTSTHE HOUSE CHURCH2024 Rahn WayEagan, MN 55122KEYPLANDRAWN BYCHECKED BYISSUED FORISSUE DATESHEET NAMEATS&R PROJECT NOSHEET NUMBER180378501 GOLDEN VALLEY ROADSUITE 300MINNEAPOLIS, MINNESOTA 55427TEL: 763 . 545 . 3731FAX: 763 . 525 . 3289WEB: www.atsr.comC ARMSTRONG TORSETH SKOLD & RYDEEN, INC. 2016ADDITION TOSIGNATURE / SEAL11/20/18ARCHITECTUREENGINEERINGPLANNINGTECHNOLOGYINTERIOR DESIGNLANDSCAPE ARCHITECTUREA3.1UNIT A FLOOR PLANAND SCHEDULESCheckerPWLCITY SUBMITTALFOR REFERENCEONLYNOT FORCONSTRUCTIONNORTHA3.11/8" = 1'-0"1100-0 First Floor Unit AFOR REFERENCEONLYNOT FORCONSTRUCTIONFOR REFERENCEONLYNOT FORCONSTRUCTIONFOR REFERENCEONLYNOT FORCONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed Architect under the laws of the State of Minnesota.SignatureTyped or printed nameDateLicense Number1632811/20/18Paul W Erickson, AIA DNDNDNDN3A4.21A4.22A4.12AA4.22A4.2GATHERINGB101VESTIBULEB100STORAGEB106NURSINGB103RESTROOMB118RESTROOMB119CUSTODIANB117RESTROOMB113CIRCULATIONB110PRAYER ROOMB114VESTIBULEB120STORAGEB115RESTROOMB112STORAGEB111GREEN ROOMB109SANCTUARYB102STAGEB108MECHANICA;B107CIRCULATIONB116COFFEEB101A4A4.112' - 6 1/2" 16' - 4"100' - 0"102' - 6"102' - 6"100' - 0"100' - 0"102' - 6"101' - 0"17' - 5 1/2"2' - 6"3' - 2"9"2' - 6"4' - 0"8' - 0"9"17' - 5 1/2"9"8' - 0"8' - 0"22' - 3 3/4"9' - 8 1/4"96' - 0"116' - 0"5' - 5 5/8"15' - 4 5/8"22' - 9 3/16"52' - 8 9/16"12' - 6 1/2"5' - 0"10' - 8"21' - 11 3/4"9' - 0 11/16"7' - 10 15/16"16' - 9 1/4"7' - 11"9' - 0 5/8"7' - 9 5/8"10' - 5 9/16"2' - 2 7/16"135°135°135°135°135°135°4 5 °45°SOUND CONTROLB104VIDEOB105CAMERAB105BCAMERAB105A2BA4.22222222222222222222222222222222222181015171816148101517181818181818181818181818161481818181818181818181818ADAADAADAADAADAADAADAADA984 SEAT8 WHEELCHAIR SPACES992 TOTALGENERAL NOTES :1. ALL EXPOSED OUTSIDE CMU/GCMU/GLCMU CORNERS TO BE "BULLNOSED".2. ALL INTERIOR CMU TO BE 8" WYTHE UNLESS OTHERWISE NOTED OR DIMENSIONED. EXTEND ALL MASONRY PARTITIONS TO UNDERSIDE OF DECK ABOVE (UON).3. RECESS CONCRETE FLOOR SLAB ON GRADE AS REQUIRED AT WOOD, TILE OR TERRAZZO LOCATIONS TO MATCH FLOOR GRID ELEVATIONS.4. REFER TO SHEET A8.1 FOR INTERIOR & EXTERIOR CJ AND EJT DETAILS.5. BUILDING GRIDS ARE 16' - 0" OC IN EACH DIRECTION.6. REFER TO DETAIL 1/A8.3 FOR TYPICAL TACKBOARD (TB), MARKERBOARD (MB), CHALKBOARD (CB) OR TACKSTRIP (TS) DETAILS.7. ALL STEEL STUD PARTITIONS TO BE TYPE 1 (UON). REFER TO DETAIL 1E/A5.5 PROVIDE HORIZ WOOD BLOCKING (ENTIRE LENGTH OF WALL) AT TB/MB/CB LOCATIONS.8. COORDINATE AND ALIGN CONCRETE SLAB CONTROL JOINTS WITH TERRAZZO OR TILE FLOOR JOINTS.9. REFER TO DETAIL x/Axx FOR FLOOR FINISH TRANSITION DETAILS.4AA4.25AA4.25BA4.24BA4.217' - 4"8' - 8"8' - 8"1' - 4" 14' - 8" 1' - 4"FOR LOCATION REFER TO CIVILARMSTRONG TORSETH SKOLD & RYDEEN, INCCONSULTANTSTHE HOUSE CHURCH2024 Rahn WayEagan, MN 55122KEYPLANDRAWN BYCHECKED BYISSUED FORISSUE DATESHEET NAMEATS&R PROJECT NOSHEET NUMBER180378501 GOLDEN VALLEY ROADSUITE 300MINNEAPOLIS, MINNESOTA 55427TEL: 763 . 545 . 3731FAX: 763 . 525 . 3289WEB: www.atsr.comC ARMSTRONG TORSETH SKOLD & RYDEEN, INC. 2016ADDITION TOSIGNATURE / SEAL11/20/18ARCHITECTUREENGINEERINGPLANNINGTECHNOLOGYINTERIOR DESIGNLANDSCAPE ARCHITECTUREA3.2UNIT B FLOOR PLANAND SCHEDULESCheckerAuthorCITY SUBMITTALFOR REFERENCEONLYNOT FORCONSTRUCTIONA3.21/8" = 1'-0"1100-0 First Floor Unit BNORTHA3.21/8" = 1'-0"294-8 Trash EnclosureNORTHFOR REFERENCEONLYNOT FORCONSTRUCTIONFOR REFERENCEONLYNOT FORCONSTRUCTIONFOR REFERENCEONLYNOT FORCONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed Architect under the laws of the State of Minnesota.SignatureTyped or printed nameDateLicense Number1632811/20/18Paul W Erickson, AIA 98-0 First Floor -Existing 98' -0" 100-0 First Floor 100' -0" 126-6 T.O. Precast127' -4"121-2 T.O. Parapet121' -5"117-4 T.O. Parapet118' -0"21' - 5"PFN MTL CAP, TYP (BLACK)PRECAST CONCRETE WITH 1" REVEALS (BLACK WITH EXPOSED AGGREGATE)PROFILED RAINSCREEN METAL PANEL (WHITE) THIN STONE VENEER (BLUE/BUFF) AL DOOR AND STOREFONT PHENOLIC RESIN PANELS (PINE EFFECT FINISH) STL CROSS ON CONC BASE ILLUMINATED MTL LETTERING AND LOGO CONC COL AND STL STRUCTURE ADDITION PFN MTL LOUVER SCREENING TO RTU, TYPPFN MTL OVERFLOW SCUPPER, TYP WOOD COMPOSITE SCREENING TO TRANSFORMER CAN LIGHTING UNDER CANOPY LINE OF ROOF BEHIND3' - 6 1/2"100-0 First Floor 100' -0" 126-6 T.O. Precast 127' -4" 121-2 T.O. Parapet 121' -5" PFN MTL CAP, TYP (BLACK) PRECAST CONCRETE WITH 1" REVEALS (BLACK WITH EXPOSED AGGREGATE) HM MTL DOOR AND FRAME, TYP (PT)THIN STONE VENEER (BLUE/BUFF) AL DOOR AND STOREFONT, TYP PHENOLIC RESIN PANELS (PINE EFFECT FINISH) ILLUMINATED MTL LETTERING AND LOGO PFN MTL LOUVER SCREENING TO RTU, TYP CAN LIGHTING UNDER CANOPY LINE OF ROOF BEHIND 3' - 3 3/8"98-0 First Floor -Existing 98' -0" 100-0 First Floor 100' -0" 126-6 T.O. Precast 127' -4" 121-2 T.O. Parapet 121' -5" PFN MTL CAP, TYP (BLACK)PRECAST CONCRETE WITH 1" REVEALS (BLACK WITH EXPOSED AGGREGATE) PROFILED RAINSCREEN METAL PANEL (WHITE) THIN STONE VENEER (BLUE/BUFF) AL DOOR AND STOREFONT PHENOLIC RESIN PANELS (PINE EFFECT FINISH) STL CROSS ON CONC BASE PHENOLIC RESIN PANELS (PINE EFFECT FINISH) AL WDW, TYP EXIST CORRUGATED METAL PANEL, TYP (PT CHARCOAL TO TIE IN TO PRECAST) EXIST BURNISHED BLOCK, TYP ADDITION EXISTING2' - 0"20' - 7 3/16"5' - 4"6' - 0" WOOD COMPOSITE SCREENING TO TRANSFORMER ILLUMINATED MTL LOGO AND LETTERS, TYP CAN LIGHTING UNDER CANOPY LINE OF ROOF BEHIND PFN MTL LOUVER SCREENING TO RTU, TYP 2' - 6 1/4"100-0 First Floor 100' -0" 126-6 T.O. Precast 127' -4" 121-2 T.O. Parapet 121' -5" 117-4 T.O. Parapet 118' -0" 114-8 T.O. Parapet 114' -8" PFN MTL CAP, TYP (BLACK) PRECAST CONCRETE WITH 1" REVEALS (BLACK WITH EXPOSED AGGREGATE) PROFILED RAINSCREEN METAL PANEL (WHITE) THIN STONE VENEER (BLUE/BUFF) AL DOOR AND STOREFONT PHENOLIC RESIN PANELS (PINE EFFECT FINISH) PFN MTL LOUVER SCREENING TO RTU, TYP CAN LIGHTING UNDER CANOPY LINE OF ROOF BEHIND EXTERIOR ELEVATION NOTES :1. REFER TO FLOOR PLANS FOR DOOR AND WINDOW TYPES.2. REFER TO SHEET A7.1 FOR LADDER SCHEDULE3. BRICK LEDGE ELEVATION TO BE 99'-4", UNLESS OTHERWISE NOTED.4. VERIFY EXTERIOR LOUVER SIZES AND HEIGHTS WITH MECHANICAL. 5. PROVIDE SPLASHBLOCK BELOW ALL SCUPPERS AT GRADE OR ROOF.ARMSTRONG TORSETH SKOLD & RYDEEN, INCCONSULTANTS THE HOUSE CHURCH2024 Rahn WayEagan, MN 55122KEYPLAN DRAWN BY CHECKED BY ISSUED FOR ISSUE DATE SHEET NAME ATS&R PROJECT NO SHEET NUMBER 18037 8501 GOLDEN VALLEY ROADSUITE 300MINNEAPOLIS, MINNESOTA 55427TEL: 763 . 545 . 3731FAX: 763 . 525 . 3289WEB: www.atsr.comC ARMSTRONG TORSETH SKOLD & RYDEEN, INC. 2016 ADDITION TOSIGNATURE / SEAL 11/20/18 ARCHITECTURE ENGINEERINGPLANNINGTECHNOLOGYINTERIOR DESIGN LANDSCAPE ARCHITECTURE A4.1 EXTERIOR ELEVATIONS PWE PWL CITY SUBMITTAL FOR REFERENCE ONLY NOT FOR CONSTRUCTION A4.1 1/8" = 1'-0" 1 NORTH ELEVATION A4.1 1/8" = 1'-0" 2 EAST ELEVATION A4.1 1/8" = 1'-0" 3 NORTHEAST ELEVATION A4.1 1/8" = 1'-0" 4 NORTHWEST MAIN ENTRY AL WDW, TYP FOR REFERENCE ONLY NOT FOR CONSTRUCTION FOR REFERENCE ONLY NOT FOR CONSTRUCTION FOR REFERENCE ONLY NOT FOR CONSTRUCTION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota. Signature Typed or printed name Date License Number 16328 11/20/18 Paul W Erickson, AIA A 12/04/18 REV 98-0 First Floor -Existing 98' -0" 100-0 First Floor 100' -0" 102-6 Stage102' -6"126-6 T.O. Precast127' -4"117-4 T.O. Parapet118' -0"114-8 T.O. Parapet114' -8" ADDITION EXIST CORRUGATED METAL PANEL (PT WHITE TO MATCH ADDITION) EXIST BURNISHED BLOCK PFN MTL CAP, TYP (BLACK)PRECAST CONCRETE WITH 1" REVEALS (BLACK WITH EXPOSED AGGREGATE, SEALANT APPLIED TO SOME SQUARES TO PROVIDE VARIATION IN SHEEN)PROFILED RAINSCREEN METAL PANEL (WHITE) HM MTL DOOR AND FRAME, TYP (PT) THIN STONE VENEER (BLUE/BUFF) AL DOOR AND STOREFONT PHENOLIC RESIN PANELS (PINE EFFECT FINISH)PFN MTL LOUVER SCREENING TO RTU, TYP PFN MTL OVERFLOW SCUPPER, TYP CAN LIGHTING UNDER CANOPY LINE OF ROOF BEHINDEXIST CORRUGATED METAL PANEL (PT CHARCOAL TO TIE IN WITH PRECAST) 100-0 First Floor 100' -0" 114-8 T.O. Parapet 114' -8" AL DOOR AND STOREFONT PHENOLIC RESIN PANELS (PINE EFFECT FINISH) CONC COL AND STL STRUCTURE CAN LIGHTING UNDER CANOPY 100-0 First Floor 100' -0" 114-8 T.O. Parapet 114' -8" AL STOREFONT PHENOLIC RESIN PANELS (PINE EFFECT FINISH) CONC COL AND STL STRUCTURE CAN LIGHTING UNDER CANOPY 98-0 First Floor -Existing 98' -0" 100-0 First Floor 100' -0" 102-6 Stage 102' -6" 126-6 T.O. Precast 127' -4" 117-4 T.O. Parapet 118' -0" 114-8 T.O. Parapet 114' -8" ADDITION PFN MTL CAP, TYP (BLACK) PRECAST CONCRETE WITH 1" REVEALS (BLACK WITH EXPOSED AGGREGATE SEALANT APPLIED TO SOME SQUARES TO PROVIDE VARIATION IN SHEEN) PROFILED RAINSCREEN METAL PANEL (WHITE) HM MTL DOOR AND FRAME, TYP (PT)THIN STONE VENEER (BLUE/BUFF) AL DOOR AND STOREFONT PHENOLIC RESIN PANELS (PINE EFFECT FINISH)EXIST CORRUGATED METAL PANEL BURNISHED BLOCK PFN MTL LOUVER SCREENING TO RTU, TYP CAN LIGHTING UNDER CANOPY LINE OF ROOF BEHIND EXTERIOR ELEVATION NOTES : 1. REFER TO FLOOR PLANS FOR DOOR AND WINDOW TYPES. 2. REFER TO SHEET A7.1 FOR LADDER SCHEDULE 3. BRICK LEDGE ELEVATION TO BE 99'-4", UNLESS OTHERWISE NOTED. 4. VERIFY EXTERIOR LOUVER SIZES AND HEIGHTS WITH MECHANICAL. 5. PROVIDE SPLASHBLOCK BELOW ALL SCUPPERS AT GRADE OR ROOF. 91-8 Grade at Enclosure 91' -8"5' - 4"WOOD COMPOSITE GATE PRFN MTL CAP BURNISHED BLOCK TO MATCH EXIST Level 20 97' -0" 91-8 Grade at Enclosure 91' -8"5' - 4"PRFN MTL CAP BURNISHED BLOCK TO MATCH EXIST Level 20 97' -0" 91-8 Grade at Enclosure 91' -8"5' - 4"PRFN MTL CAP BURNISHED BLOCK TO MATCH EXIST Level 20 97' -0" 91-8 Grade at Enclosure 91' -8"5' - 4"PRFN MTL CAP BURNISHED BLOCK TO MATCH EXIST Level 20 97' -0" 102-6 Stage 102' -6" 126-6 T.O. Precast 127' -4" 117-4 T.O. Parapet 118' -0" 114-8 T.O. Parapet 114' -8" PFN MTL CAP, TYP (BLACK)PRECAST CONCRETE WITH 1" REVEALS (BLACK WITH EXPOSED AGGREGATE SEALANT APPLIED TO SOME SQUARES TO PROVIDE VARIATION IN SHEEN)PFN MTL LOUVER SCREENING TO RTU, TYP HM MTL DOOR AND FRAME, TYP (PT) LINE OF ROOF BEHIND 100-0 First Floor 100' -0" 114-8 T.O. Parapet 114' -8" CAN LIGHTING UNDER CANOPY 100-0 First Floor 100' -0" 126-6 T.O. Precast 127' -4" 121-2 T.O. Parapet 121' -5" 117-4 T.O. Parapet 118' -0" 114-8 T.O. Parapet 114' -8" PFN MTL CAP, TYP (BLACK) PRECAST CONCRETE WITH 1" REVEALS (BLACK WITH EXPOSED AGGREGATE SEALANT APPLIED TO SOME SQUARES TO PROVIDE VARIATION IN SHEEN) PROFILED RAINSCREEN METAL PANEL (WHITE)AL DOOR AND STOREFONT PHENOLIC RESIN PANELS (PINE EFFECT FINISH)PFN MTL LOUVER SCREENING TO RTU, TYP CAN LIGHTING UNDER CANOPY ARMSTRONG TORSETH SKOLD & RYDEEN, INCCONSULTANTS THE HOUSE CHURCH2024 Rahn WayEagan, MN 55122KEYPLAN DRAWN BY CHECKED BY ISSUED FOR ISSUE DATE SHEET NAME ATS&R PROJECT NO SHEET NUMBER 18037 8501 GOLDEN VALLEY ROADSUITE 300MINNEAPOLIS, MINNESOTA 55427TEL: 763 . 545 . 3731FAX: 763 . 525 . 3289WEB: www.atsr.comC ARMSTRONG TORSETH SKOLD & RYDEEN, INC. 2016 ADDITION TOSIGNATURE / SEAL 11/20/18 ARCHITECTURE ENGINEERINGPLANNINGTECHNOLOGYINTERIOR DESIGN LANDSCAPE ARCHITECTURE A4.2 EXTERIOR ELEVATIONS PWE PWL CITY SUBMITTAL FOR REFERENCE ONLY NOT FOR CONSTRUCTION A4.2 1/8" = 1'-0" 1 SOUTH ELEVATION A4.2 1/8" = 1'-0" 2 SOUTHEAST BACK ENTRY A4.2 1/8" = 1'-0" 2A SOUTHWEST BACK ENTRY A4.2 1/8" = 1'-0" 3 SOUTHWEST ELEVATION A4.2 1/8" = 1'-0" 4A ENCLOSURE - NORTH A4.2 1/8" = 1'-0" 4B ENCLOSURE - EAST A4.2 1/8" = 1'-0" 5A ENCLOSURE - SOUTH A4.2 1/8" = 1'-0" 5B ENCLOSURE - WEST A4.2 1/8" = 1'-0" 2B WEST ELEVATION AT ROOF A4.2 1/8" = 1'-0" 5 NORTHEAST ELEVATION AT ROOF A4.2 1/8" = 1'-0" 4 NORTHWEST ELEVATION AT ROOF FOR REFERENCE ONLY NOT FOR CONSTRUCTION FOR REFERENCE ONLY NOT FOR CONSTRUCTION FOR REFERENCE ONLY NOT FOR CONSTRUCTION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota. Signature Typed or printed name Date License Number 16328 11/20/18 Paul W Erickson, AIA A 12/04/18 REV ARMSTRONG TORSETH SKOLD & RYDEEN, INCCONSULTANTS THE HOUSE CHURCH2024 Rahn WayEagan, MN 55122KEYPLAN DRAWN BY CHECKED BY ISSUED FOR ISSUE DATE SHEET NAME ATS&R PROJECT NO SHEET NUMBER 18037 8501 GOLDEN VALLEY ROADSUITE 300MINNEAPOLIS, MINNESOTA 55427TEL: 763 . 545 . 3731FAX: 763 . 525 . 3289WEB: www.atsr.comC ARMSTRONG TORSETH SKOLD & RYDEEN, INC. 2016 ADDITION TOSIGNATURE / SEAL 11/20/18 ARCHITECTURE ENGINEERINGPLANNINGTECHNOLOGYINTERIOR DESIGN LANDSCAPE ARCHITECTURE A4.3 SIGHT LINE STUDIES AND EXTERIOR RENDERINGS Checker Author CITY SUBMITTAL FOR REFERENCE ONLY NOT FOR CONSTRUCTION FOR REFERENCE ONLY NOT FOR CONSTRUCTION FOR REFERENCE ONLY NOT FOR CONSTRUCTION FOR REFERENCE ONLY NOT FOR CONSTRUCTION SITE LINE STUDY: NORTHEAST CORNER OF SITE SITE LINE STUDY: SOUTHWEST CORNER OF SITE MAIN ENTRANCE REAR ENTRANCE MAIN ENTRACE I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota. Signature Typed or printed name Date License Number 16328 11/20/18 Paul W Erickson, AIA 2BA4.24 A4.2 5 A4.2 OSOS OS OS RTU RTU RTU RTU RTU RTU RTU 1 2 +5+5 +5 +5 +13.25+11 +11.5 +5 +5 +5 +5 +11.25 +12 +12 +7 +12 +7 +18 +18 +13.9 +5 +5 +5 +5 +5+5+5+5 +8.9+8.9 +11 +11 +11 +7.5 +7.5 +8 +8 +9 +7 +7 +7 +6 +6 +6 +6 +12.5 +11 +11 1 1 1. TYPICAL ROOFING TO BE FULLY ADHERED EPDM ROOFING OVER 6" ROOF INSULATION AND STEEL DECK. REFER TO ROOF PLAN FOR LOCATION OF TAPERED INSULATION (WHERE OCCURS).2. REFER TO DETAIL ______ FOR TYPICAL ROOF COPING JOINT COVER.3. REFER TO DETAIL _____ FOR TYPICAL PIPE PENETRATION DETAIL.4. REFER TO _____ FOR TYPICAL MECHANICAL ROOF CURB DETAILS. 5. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS OF PIPE PENETRATIONS AND ROOF CURBS.TAPERED ROOF INS 1/4" PER FOOTSLOPED STRUCTURE OVERFLOW SCUPPER REFER TO DETAILOSTAPERED ROOF INS 1/2" PER FOOT ROOF DRAIN -REFER TO DETAILRD DRAINAGE SCUPPER REFER TO DETAIL SC ROOF PLAN NOTESSYMBOL KEY+6"NUMBER INDICATES TOTAL THICKNESS OF INSULATION ABOVE STEEL DECK INDICATES ROOF LADDER - REFER TO LADDER SCHEDULE & ROOF PLAN L1 RDOD ROOF DRAIN AND OVERFLOW ROOF DRAIN 1 INTEGRAL PFN MTL LOUVER SCREENING TO RTU, TYP 2 DAYLIGHTING TUBE, TYP ROOF PLAN KEY NOTES ARMSTRONG TORSETH SKOLD & RYDEEN, INCCONSULTANTS THE HOUSE CHURCH2024 Rahn WayEagan, MN 55122KEYPLAN DRAWN BY CHECKED BY ISSUED FOR ISSUE DATE SHEET NAME ATS&R PROJECT NO SHEET NUMBER 18037 8501 GOLDEN VALLEY ROADSUITE 300MINNEAPOLIS, MINNESOTA 55427TEL: 763 . 545 . 3731FAX: 763 . 525 . 3289WEB: www.atsr.comC ARMSTRONG TORSETH SKOLD & RYDEEN, INC. 2016 ADDITION TOSIGNATURE / SEAL 11/20/18 ARCHITECTURE ENGINEERINGPLANNINGTECHNOLOGYINTERIOR DESIGN LANDSCAPE ARCHITECTURE A7.1 ROOF PLAN AND DETAILS Checker Author CITY SUBMITTAL FOR REFERENCE ONLY NOT FOR CONSTRUCTION FOR REFERENCE ONLY NOT FOR CONSTRUCTION FOR REFERENCE ONLY NOT FOR CONSTRUCTION FOR REFERENCE ONLY NOT FOR CONSTRUCTION A7.1 1/16" = 1'-0" 1 Roof Plan I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota. 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&RPPHQWV&KHFNHG%\6FDOH5HYLVLRQV3DJH0RI'DWH+RXVH&KXUFK([WHULRU'UDZQ%\'DQ%XGNH%%6,1*/(359$'8197%=/XPLQDLUH6FKHGXOH6\PERO4W\/DEHO$UUDQJHPHQW//)'HVFULSWLRQ/XP/XPHQV&DOFXODWLRQ6XPPDU\/DEHO&DOF7\SH8QLWV$YJ0D[0LQ$YJ0LQ0D[0LQ*URXQGB3ODQDU$$6,1*/(359$'8197%=:36,1*/(;725%%%([LVWLQJ3ROH6,1*/(359$'8197%=$$([LVWLQJ3ROH6,1*/(359$'8197%=,OOXPLQDQF)F1$1$ PROJECT NARRATIVE The House Church Addition 2024 Rahn Way Eagan MN 55122 PROJECT TEAM Applicant: Architect: The House Church ATS&R Planners/Architects/Engineers 2024 Rahn Way 8501 Golden Valley Road, Ste 300 Eagan, MN 55122 Minneapolis, MN 55427 Contact: Jamey VanGelder Contact: Peter Lacey Phone: 651-454-6892 Phone: 763-545-3731 Email: jamey.vangelder@ithehouse.org Email: placey@atsr.com Civil Engineer: Construction Manager: Schultz Engineering & Site Design Cornerstone Construction Management 16 South Riverside Avenue, Ste 230 1186 N Concord St Sartell, MN 56377 S. St. Paul, MN 55075 Contact: Brian Schultz Contact: Jenny Hassenfritz Phone: 320-399-0669 Phone: 952-457-0070 Email: schultzeng@live.com Email: jenny.hassenfritz@ithehouse.org Landscape Architect: Photo-metrics: Arteka Landscape Design Electric Production Services & Rouzer 593 Citation Drive 2431 Galpin Court, Ste 140 Shakopee, MN 55379 Chanhassen, MN 55317 Contact: Valerie J. Rivers Contact: Jason Sherman & Matt Welch Phone: 952-445-0532 Phone: 612-756-1293 Email: valrivers@artekaoutdoorservices.com Email: jason.sherman@electricalproduction.com PROPOSAL SUMMARY Objective, Timing and Phasing The House Church acquired the property and existing church building in 2015 and has since increased regular attendance to near capacity of the existing sanctuary. The previous property owners sub-divided the lot to allow for a second building on the property. The proposal objective is to combine the subdivided property to allow for building a new sanctuary, gathering space, parking lot and remodel the existing building to better meet the growing congregational needs. The project is to start May 2019 and run through January 2020. Project will consist of two phases. Phase 1 to build a new sanctuary including parking lot addition. Phase 2 is to remodel the existing sanctuary and offices. Existing and Surrounding Land Uses The surrounding land to the east is commercial property, to the south residential property, to the west the MnDot public facility and north is our existing church building, parking lot and Rahn Way. Impact on Subject Property Proposed parking space sizes are consistent with existing spaces onsite. Impact on City Services Sanitary Sewer: This project will include an additional sanitary sewer service, which will serve the proposed building addition. The service will consist of 6” PVC, and will connect to an existing sanitary manhole located in the existing parking lot to the north of the existing main entrance. Water: New water service for ﬁre suppression will be routed to a proposed riser room in the SE corner of the proposed building addition. A new hydrant will also be included in the design and be located in a landscaped island in the new rear parking lot to the southwest of the proposed southwest building addition corner. New water service and hydrant piping will be 6” DIP. Storm Water: New HDPE storm sewer will be included in the proposed parking lot to route drainage to one of two proposed inﬁltration basins located in the northwest and southern portions of the property. Soil borings completed, by Chosen Valley Testing (CVT), at the site indicate that the majority of the underlying soils are dense silty sands and silts, which are not ideal for inﬁltration and require shallower inﬁltration zones spread over greater area. The proposed inﬁltration basins have been sized such that they cover sufficient area to inﬁltrate the City-required volume produced by 1.1-inches of runoff proposed new and redeveloped impervious surfacing. Collectively, the proposed inﬁltration basins have been designed such that proposed runoff rates from the site do not exceed existing runoff rates. Proposed Results The proposal to unify the property will allow for construction of the proposed addition to the existing facility to all for full utilization the of the property. PROPOSAL OBJECTIVE Public Beneﬁt The prior plan amendment does not ﬁt the needs of The House Church. Amending the existing plan will allow the church to be able to build out the property to its full capacity and grow to its full potential. The House Church had humble beginnings gathering in someone’s house twelve years ago. Nearly ﬁve years ago the church had grown enough to purchase the land that had been home to other churches. Today the House Church is thriving and growing. Due to this growth they are quickly outgrowing the existing building. This building was originally designed to have a large sanctuary built as an addition. The House Church is ready to make this addition a reality. The addition will allow for space to accommodate attendance for weekend services, host meetings and conferences, and increase classroom space for adult and children programming. The House Church has a school of ministry where they train and equip leaders who are truly invested in seeing the community, state, nation and world grow in love and mercy. This new facility will allow The House Church to grow, lead and love the community to the fullest. Pam Dudziak From: Sent: To: Cc: Subject: From: Mike Engen Mike Ridley Tuesday, December 11, 2018 2:43 PM Pam Dudziak Julie Strid FW: Planned Developmend 31-PA-03-05-18 Sent: Monday, December 10, 2018 6:46 PM To:APC Subject: Re: Planned Developmend 31-PA-03-05-18 Additional concerns 1.Increased foot traffic through private property: already had to install a fence, which only diverted traffic to adjacent yard. 2.Drainage: previous residence had issues with drainage and being a mostly level area, there needs to be significant thought put into how this will impact water runoff. 3.Noise: current space absorbs much of the noise from air traffic, removing it and expanding the building will greatly increase the noise pollution. On Mon, Dec 10, 2018 at 5:58 PM Mike Engen <mike.engen@gmail.com> wrote: To whom it may concern, I purchased my current house in large parts because of the green space the church behind my house maintained. I am deeply concerned that the development of a parking lot over the green space will greatly reduce the value of my home. I do not believe there is enough of an existing buffer between the residential area and the House Church if a parking lot is put in place, as my two main bedrooms have windows facing the parking lot. I have lived here for 5 years, and if my view is going to change from the green space to a parking lot I will feel like I'm am being forced to move from my existing house. With the planned development I'm afraid I will not have enough equity to maintain the same value/quality when I feel the need to relocate my family. With great concern, Michael Engen 2031 Pin Oak Dr 1