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10/16/2018 - City Council RegularAGENDA EAGAN CITY COUNCIL EAGAN MUNICIPAL CENTER BUILDING OCTOBER 16, 2018 6:30 P.M. I. ROLL CALL AND PLEDGE OF ALLEGIANCE II. ADOPT AGENDA III. RECOGNITIONS AND PRESENTATIONS IV. CONSENT AGENDA (Consent items are acted on with one motion unless a request is made for an item to be pulled for discussion) A. APPROVE MINUTES B. PERSONNEL ITEMS C. APPROVE Check Registers D. APPROVE Contracts E. AUTHORIZE the Appointment of Community Development Director Jill Hutmacher to serve on the Eagan Convention and Visitors Bureau Board of Directors and designate as The City’s Liaison to the Board F. APPROVE a Final Plat and partial Building Permit – Tibbets Addition – Josh & Joann Tibbets G. APPROVE easement conveyance agreement with Northern Natural Gas at George Ohmann Park H. APPROVE Indefeasible Right to Use (IRU) Fiber Optic Lease Agreement with Dakota County for fiber connecting to DataBank Data Center I. APPROVE Purchase Agreement with Costco Wholesale Corporation for sale of excess right of way in northeast Eagan J. AUTHORIZE the City Attorney to commence a quiet title action to remove use restriction for the property in northeast Eagan K. APPROVE Change Order #3, Contract 18-05 Central Maintenance Facility Remodel L. APPROVE Submission of Grant Application to State Park Road Account Program for Rehabilitation of Nicols Road M. ACCEPT Extended Warranty for Water Main Pipe, Summerbrooke Addition N. APPROVE Resolution In Support of Dakota County’s 5-Year Transportation Capital Improvement Program (2019-2023) O. APPROVE Resolution in Support of Grant Application for MnDOT Noise Wall Program P. APPROVE Agreement with MV Eagan, LLC for Installation of Public Improvements Q. AUTHORIZE Change Orders for ETV Mobile Production Truck Contract to Extend Acceptance Dates R. APPROVE Change Order #4 for Project 18-06, Police Department and City Hall Renovation S. APPROVE contract with AVI Systems, Inc. to procure and install ETV broadcast equipment for the newly remodeled training room T. APPROVE resolution appointing Election Judges for the November 6, 2018 General Election U. APPROVE 2018-2019 Airport Relations Commission Work Plan V. APPROVE 2018-2019 Energy and Environment Advisory Commission Work Plan W. APPROVE a Joint Powers Agreement with Dakota County and the Dakota County Drug Task Force for Pharmaceutical Drug Disposal Program V. PUBLIC HEARINGS A. VARIANCE – Eagan Self Storage - A Variance to the building material standards located at 540 Yankee Doodle Road B. FINAL Assessments for Project 1245, Quarry Road Street Extension C. FINAL Assessments for Project 1258, Galaxie Avenue Street Improvements D. FINAL Assessments for Project 1259, Heine 1st Addition Street Improvements E. FINAL Assessments for Project 1264, Wescott Woodlands Street Improvements F. FINAL Assessments for Project 1274, Rocky Lane Street Improvements G. FINAL SUBDIVISION and FINAL DEVELOPMENT For Summerbrooke 2nd Addition and Vacate Easements on Lots 1 & 2, Block 2, and Lot 2, Block 3, Summerbrooke, Easement per Document #995954 Located on 755 Diffley Road H. VACATE Public Easements on Outlot A, Kieffer Addition and Outlot B, Hills of Stonebridge VI. OLD BUSINESS A. COMPREHENSIVE GUIDE PLAN AMENDMENT, REZONING, PRELIMINARY PLANNED DEVELOPMENT and a PRELIMINARY SUBDIVISION – Eagan Senior Living - A Comprehensive Guide Plan Amendment from BP, Business Park to HD, High Density Residential, Rezoning from BP, Business Park to PD, Planned Development, A Preliminary Planned Development to allow a 173-unit senior living building with a daycare on 7.63 acres and A Preliminary Subdivision to create 2 lots located at 3355 Discovery Road B. FINAL PLANNED DEVELOPMENT and Authorize Footing and Foundation Permit – Viking Lakes Conference Hotel – Outlot B, Viking Lakes VII. NEW BUSINESS A. CONSIDER request to amend covenants at 525 Diffley Road – T-Rex Cookies 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: October 12, 2018 Subject: Agenda Information for October 16, 2018 City Council Meeting ADOPT AGENDA After approval is given to the October 16, 2018 City Council agenda, the following items are in order for consideration. Agenda Information Memo October 16, 2018 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 October 2, 2018 regular City Council meeting, as presented or modified. Attachments: (1) CA-1 October 2, 2018 City Council Minutes MINUTES OF A REGULAR MEETING OF THE EAGAN CITY COUNCIL Eagan, Minnesota OCTOBER 2, 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. A regular meeting of the Eagan City Council was held on Tuesday, October 2, 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, Director of Communications Garrison, Communications Coordinator Foote, Director of Community Development Hutmacher, City Planner Ridley, Finance Director Pepper, Police Chief New, Deputy Fire Chief Springer, City Attorney Dougherty and Executive Assistant Stevenson. AGENDA Councilmember Hansen moved, Councilmember Fields seconded a motion to approve the agenda as presented. Aye: 5 Nay: 0 RECOGNITIONS AND PRESENTATION Recognize the Retirement of Communications Director Tom Garrison City Administrator Osberg recognized Communications Director Tom Garrison for his 16 years of service to the City of Eagan and presented him with a plaque in appreciation of his service. Garrison thanked the City for the opportunity to serve. The City Council thanked Garrison for his service to the City. CONSENT AGENDA Councilmember Bakken moved, Councilmember Tilley seconded a motion to approve the consent agenda as present: Aye: 5 Nay: 0 A. It was recommended to approve the minutes of September 11, 2018 Special City Council meeting, and September 17, 2018 City Council meeting, as presented or modified. B. Personnel Items: 1. It was recommended to approve the re-hiring of Amy Bifulk as a part-time, non-exempt, temporary employee from October 3, 2018 up to, but no later than, December 31, 2018. 2. It was recommended to authorize the hiring of Jessica Bohlken, part time regular Guest Services Specialist for the Eagan Community Center. 3. It was recommended to authorize the hiring of the seasonal employees for fall 2018 as Building Attendant I, Basketball Scorekeeper, and Landscape Crew Laborer. C. It was recommended to ratify the check registers dated September 14 and 21, 2018. D. It was recommended to approve the ordinary and customary contracts with Meyer Contracting and Minnesota Valley Photography Club. City Council Meeting Minutes October 2, 2018 2 page E. It was recommended to receive the Final Assessment Report for Project 1260 (Evergreen Park Addition – Street Improvements) and schedule a public hearing to be held on November 5, 2018. F. It was recommended to receive the Final Assessment Report for Project 1261 (Wilderness Run 4th, 5th and 6th Additions – Street Improvements) and schedule a public hearing to be held on November 5, 2018. G. It was recommended to receive the Final Assessment Report for Project 1262 (Donnywood – Street Improvements) and schedule a public hearing to be held on November 5, 2018. H. It was recommended to receive the Final Assessment Report for Project 1263 (Discovery Road and Columbia Drive – Street Improvements) and schedule a public hearing to be held on November 5, 2018. I. It was recommended to receive the Final Assessment Report for Project 1265 (Blue Gentian Road and Blue Water Road – Street Improvements) and schedule a public hearing to be held on November 5, 2018. J. It was recommended to approve a resolution to accept a donation from the Eagan Hockey Association. K. It was recommended to receive the bids for Contract 18-26 (2018 Citywide Storm Sewer Repairs), award the contract to the low bidder, Ryan Contracting, Inc., for the base bid in the amount of $91,650.00, and authorize the Mayor and City Clerk to execute all related documents. L. It was recommended to approve a Resolution of Support for the Dakota County Principal Arterial Study including recommendations for the following segments to become future principal arterials within Eagan: County State Aid Highway 28 (Yankee Doodle Road) – Minnesota Highway 149 to Inver Grove Heights border, Minnesota Highway 3 – Rosemount border to Inver Grove Heights border, and Minnesota Highway 149 – Inver Grove Heights border to Minnesota Highway 55. M. It was recommended to approve an assignment of Buyer’s interest in the purchase agreement for Fire Station No. 5 to 4701 Galaxie Avenue LLC. N. It was recommended to approve a Conditional Use Permit to allow outdoor storage of 4 multi- car haulers, 4 single-car haulers and 52 vehicles for property located at 3321 Mike Collins Drive, subject to the following conditions: 1. The Conditional Use Permit shall be recorded with Dakota County within 60 days of the date of approval. 2. This Conditional Use Permit shall supersede and replace any and all prior Conditional Use Permits previously issued to the property. 3. The outdoor storage is limited to 4 multi-car haulers, 4 single-car haulers and 52 vehicles as depicted on the approved Site Plan dated 08/29/18. 4. The property shall be replatted as a single lot and recorded no later than December 31, 2018. 5. Drainage and utility easements shall be provided in a manner acceptable to the City Engineer. City Council Meeting Minutes October 2, 2018 3 page 6. A Knox Switch shall be provided in a manner acceptable to the Fire Chief to provide access to the parking lot and rear of the building for public safety purposes. 7. The mesh/slats shall be regularly maintained and kept in premium condition. 8. New parking stalls shall be striped per City Code requirements of 10’ x 19’. O. It was recommended to approve temporary contract building inspection services to perform the necessary inspection services and adjust the 2018 revenue and expense budgets. P. It was recommended to approve a Conditional Use Permit to allow outdoor storage of concrete contractor supplies including a 10,000 gallon form oil tank for property located at 1090 Gemini Road, subject to the following conditions: 1. The Conditional Use Permit shall be recorded with Dakota County within 60 days of the date of approval and proof of its recording be provided to the City. 2. This Conditional Use Permit shall supersede and replace any and all prior Conditional Use Permits previously issued to the Property. 3. The outdoor storage is limited to the items noted in the table as depicted on the approved Site Plan. 4. If the city determines that the site is deficient in parking, the applicant’s outside storage area shall be restriped to accommodate the additional stalls. The applicant shall submit an application to amend the CUP to adjust the quantity of outdoor storage items that can be stored as a result of the conversion of the area to parking. 5. A Knox Box or Switch shall be provided in a manner acceptable to the Fire Chief to provide access to the parking lot and rear of the building for public safety purposes. 6. The Applicant shall obtain a building permit or grading permit from the City prior to the construction of the proposed parking lot expansion/outdoor storage area. Detailed plans for this grading work shall be prepared and signed by a registered professional engineer. 7. 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. 8. The Applicant 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 effective retention of the City Council Meeting Minutes October 2, 2018 4 page site’s new impervious surface area (including effective soil remediation for all of the site’s disturbed soils that are to be revegetated). 9. The Applicant shall clarify underground stormwater filtration system details for City review/acceptance by the City Engineer and include in construction plans, including detailed construction cross-sections and notes to include under-drain details (e.g. cleanouts/vents), erosion-control protections at toe and top of side-slopes, iron-sand mix specification/composition/source and estimate mix volume needed, filtration basin surface covering, etc. for contractor to successfully construct and protect. Pertinent plan sheets shall also include notes for coordinating City Water Resources Staff inspection of Iron-Sand Filtration during critical construction steps of over-excavation and soil-media backfilling. 10. Prior to receiving city approval to permit land disturbing activity, the Applicant shall provide detailed Soil Management Strategies 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, that all 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 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. 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 proceeding with land disturbing activity, the Applicant 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. 12. The Applicant shall provide a minimum of 10-foot-wide unobstructed equipment access paths (without obstructions from grading, private utilities, trees/branches, large shrubs, etc.), from street-edge to all surface stormwater facilities’ inlets/outlets. The unobstructed equipment access paths shall be capable of fully supporting typical maintenance/excavation equipment, for periodic maintenance access to the surface storm water facilities. The Applicant shall confirm with the City Forester that the Landscape Plan does not conflict with this requirement. 13. 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, the stormwater management facility (e.g. infiltration basin) City Council Meeting Minutes October 2, 2018 5 page inlets 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). 14. The Applicant shall provide adequately sized and cleanable pre-treatment structure (e.g. Rain Guardian Turret, etc.) at, or immediately upstream of, the stormwater management filtration basin 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). 15. The Applicant shall include an appropriately sized and designed storm sewer structure to effectively separate and capture debris and contaminants (including hydrocarbons and sediment) from the storm water from this site in the drainage area of the 10,000 gallon form oil tank, prior to entering the public storm system. All catch-basin inlets that enter this sump structure shall be fitted with a post-construction filter bag, with rigid frame, with hydrocarbon removal filter fabric. Details shall be included in applicable plan sheet(s). 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, filtration basins, etc.), including soil loosening & amendment, conform to design and/or construction plans, as approved by the City. As- built volumes (for retention) shall be provided for the filtration basin. 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. PUBLIC HEARINGS There were no public hearings to be heard. OLD BUSINESS There was no old business to be heard. NEW BUSINESS Approve a Preliminary Subdivision (Viking Lakes 3rd Addition) – MN Department Co., LLC City Administrator Osberg introduced the item noting the Council is being asked to consider a Preliminary Subdivision (Viking Lakes 3rd Addition) to create two lots and one outlot upon approximately 35 acres located at 2600 Lone Oak Point. City Council Meeting Minutes October 2, 2018 6 page City Planner Ridley gave a staff report and provided a site map. The applicant was available for questions. Mayor Maguire opened the public comment. There being no public comment, he turned the discussion back to the Council. Councilmember Fields moved, Councilmember Bakken seconded a motion to approve a Preliminary Subdivision (Viking Lakes 3rd Addition) to create two lots and one outlot upon approximately 35 acres located at 2600 Lone Oak Point, subject to the following conditions: Aye: 5 Nay: 0 1. The developer shall comply with these standards conditions of plat approval as adopted by Council on July 1, 2014: A1, B1, B2, B3, B4, C1, C2, C4, E1, G1, H1, I1, J1, K1 2. The property shall be platted. 3. 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. 4. The developer shall meet all requirements of Minn. Rules Ch. 8420 and City Code §11.67 regarding and a proposed wetland replacement plan. 5. The developer 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 on the site’s new and fully-reconstructed impervious surface area (including effective soil remediation for the site’s disturbed soils that are to be revegetated). 6. The developer shall provide adequately sized pre-treatment (e.g. 4’ sump with scour protection and skimmer hood, inlet filter structure, etc.) at, or immediately upstream of, all stormwater management facility (e.g. infiltration basin) inlets to provide for effective capture and easily- accessible cleanout of fine-sand sized particles and floatable pollutants. Details shall be included in applicable plan sheet(s). 7. The developer shall provide clear plans and details on how impervious surface runoff will enter proposed infiltration basins (e.g. curb-cuts, catch-basin/piping, etc.), specifically on Utility Plan and other appropriate plan sheets at all proposed individual drainage areas. City Council Meeting Minutes October 2, 2018 7 page 8. The developer shall provide unobstructed maintenance equipment access paths (without obstructions from grading, private utilities, trees/branches, large shrubs, etc.), from pavement- edge to all surface stormwater facilities’ inlets/outlets. The unobstructed equipment access path shall be capable of fully supporting typical maintenance equipment, for periodic maintenance access to the surface storm water facilities. Verify that Landscape Plan does not conflict with this access requirement. 9. Prior to receiving city approval to permit land disturbing activity, the developer shall provide the City with soil boring logs from a minimum of four soil-borings within any proposed infiltration basin area, extending a minimum of 10’ below the bottom of the proposed infiltration feature, to evaluate and ensure suitability for infiltration. If the soil boring logs indicate incompatibility of existing sub-soil permeability with the submitted and reviewed design plans for meeting volume control requirements, the applicant shall revise the design and/or construction plans (e.g. over-excavation/soil-amendment depth, etc.) and/or follow Permissible Alternative Stormwater Volume Control Designs process if determined appropriate by the City Engineer, to ensure volume control requirements are fully met. 10. Prior to receiving city approval to permit land disturbing activity, the developer shall provide construction details of the proposed infiltration/filtration systems for City review/acceptance by the City Engineer and include in construction plans. Construction details shall include infiltration/filtration basin cross-section(s), construction sequencing/protection/restoration notes, sizing/volume tables, details for stable inlets/outlets/emergency overflows, details for pre-treatment, unobstructed inspection/maintenance access areas to inlets/outlets, soil amendment criteria, live planting, seeding & permanent erosion-control details, etc., to ensure infiltration/filtration 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. Erosion & Sediment Control Plan, Grading Plan, Utility Plan, Landscape Plan, Details, etc.). 11. Prior to receiving city approval to permit land disturbing activity, the developer shall provide detailed Soil Management Strategies for City review, and acceptance by the City Engineer, that provide clear assurances that by final grading, prior to installation of any irrigation and plantings, 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 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.). 12. Prior to receiving a Certificate of Occupancy for any affected construction, Soil Management Strategy implementation documentation (e.g. representative on-site soil samples, compaction testing and soil organic content test results) shall be provided to City Water Resources staff to verify compliance with approved soil management strategy. City Water Resources staff shall be notified, with 24-hour advance notice, for inspection during soil amendment process, prior to City Council Meeting Minutes October 2, 2018 8 page installation of any irrigation, seeding or plant materials, to verify soil compliance. Provide plan sheet notes/instructions on all applicable plan sheets. 13. During infiltration system area over-excavation/sub-soil work, the developer 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 0.8-inch per hour or greater (but less than 8.0-inch per hour). If the sub-soil infiltration rates are less than 0.8-inch per hour (or greater than 8.0-inch per hour), the applicant shall immediately notify the City Engineer. Documentation shall be provided to the City within 48-hours after infiltration testing. The applicant shall provide the City Water Resources staff with 24-hour advance notice of the occurrence of infiltration verifications and also prior to any excavation and/or soil backfilling within the infiltration practices (City Water Resources staff contact/instructions shall be clearly/prominently listed on appropriate plan sheets). 14. Prior to proceeding with land disturbing activity, the developer shall enter into a long-term stormwater management system maintenance agreement with the City, detailing the 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. 15. Before the city returns any Stormwater-related Performance Guarantee Fees on the development site, the developer shall provide the City Engineer as-built plans that demonstrate that all constructed stormwater conveyance structures, stormwater management facilities (pre- treatment, infiltration practices, etc.), and soil management strategies conform to design and/or construction plans, as approved by the City. As-built volumes (for retention) shall be provided for the infiltration practices. The developer shall submit to the City Engineer certification that the stormwater management facilities have been installed in accord with the plans and specifications approved. This certification shall be provided by a Professional Engineer licensed in the State of Minnesota. 16. The development shall be designed to support broadband and fiber optic telecommunications networks. The developer shall provide a plan to be approved by staff including development- owned vault(s) at an entry point(s) to the premises and a conduit system to provide fiber optic to all buildings in the development. The conduit system shall utilize a multi-partitioned inner duct system, or other comparable means, to accommodate multiple fiber optic service providers in the future. 17. Cross-easements for ingress/egress and shared parking shall be executed in a form acceptable to the City Attorney. 18. Private maintenance agreements for the private streets and utilities shall be provided, in a form acceptable to the City Attorney, at time of final subdivision approval. LEGISLATIVE / INTERGOVERNMENTAL AFFAIRS UPDATE There was no legislative/intergovernmental affairs update. City Council Meeting Minutes October 2, 2018 9 page ADMINISTRATIVE AGENDA There was no administrative agenda items to be heard. VISITORS TO BE HEARD Steven Henry, 3741 Falcon Way, addressed the Council with his concerns regarding airplane noise. ADJOURNMENT Councilmember Hansen moved, Councilmember Tilley seconded a motion to adjourn the meeting at 6:56 p.m. Aye: 5 Nay: 0 _______ Date ______ Mayor _______ City Clerk Agenda Information Memo October 16, 2018 Eagan City Council Meeting CONSENT AGENDA B. Personnel Items ITEM 1. Action To Be Considered: Approve the status change of Elizabeth Peifer from as a temporary employee to Full Time Regular employee as a Human Resources Generalist. Facts:  The Human Resources Generalist position that was previously vacated by Elizabeth Peifer has not yet been filled.  Ms. Peifer has agreed to return to the City of Eagan as a Full Time Regular employee, as her personal situation has changed.  This particular Human Resources Generalist position was re-classified from a Level 12 to a Level 11. ITEM 2. Action To Be Considered: Approve the hiring of the following seasonal; part time recurring, non-benefit eligible positions. Lucas Jarrett Custodian I – Civic Arena Shelley Sibley Preschool Instructor Teela Williamson Guest Services Rep – Community Center Amanda Pearson Guest Services Rep – Community Center ITEM 3. Action To Be Considered: Accept the retirement/resignation of Mr. Lloyd Enos, part time Property Room Technician and authorize the replacement with a full time Evidence Technician. Facts:  Mr. Enos has served as Property Room Technician since September 1996.  For over past 20 years, he has been instrumental in recording and retaining evidence for Police-Related legal cases.  Mr. Enos agreed to remain on board to assist with the training and onboarding of a future candidate who will fulfill the role of full time Evidence Technician, as approved in the 2018-2019 Police Department Personnel budget.  This assignment will not exceed 90 days from the date of hire of the successor.  This succession plan is budget neutral. Item 4. Action to be Considered: Approve resolution authorizing Attorney William Laak to sign a settlement agreement on behalf of the City Council. Facts:  The City Council met in closed session on September 4, 2018 to receive an update on a current worker’s compensation claim by an Eagan employee.  Attorney William Laak, with the firm of McCollum Crowley, represents Berkeley Risk, the City’s third-party workers compensation administrator. Mr. Laak presented the settlement options to the City Council at the closed session.  A settlement in the matter is very close to being reached. The proposed settlement adheres to the direction of the Council at the September 4 closed session.  The proposed settlement contains a great amount of medical data that is classified as private and thus is not enclosed.  The City Attorney has advised the City to adopt the enclosed resolution authorizing Mr. Laak to sign the settlement on the City’s behalf. Attachments: (1) CB-1 Resolution CITY OF EAGAN RESOLUTION NO. ____ RESOLUTION AUTHORIZING ATTORNEY TO SIGN SETTLEMENT AGREEMENTS AND RELEASE ON BEHALF OF CITY COUNCIL WHEREAS, the City of Eagan provides workers compensation coverage as required by law and currently has a contested case brought by an employee for workers compensation benefits; and WHEREAS, William G. Laak the attorney for the City’s workers compensation insurer, Berkeley Risk Administrators Company, LLC action on behalf of the City, has previously advised the City Council of the City’s potential liability and claims in this case; and WHEREAS, the City Council has granted Mr. Laak the authority to settle this case within the Council’s parameters; and WHEREAS, Mr. Laak has advised the City Council of a Settlement Agreement and Release resolving this case which is consistent with City Council’s direction; and WHEREAS, the Settlement Agreements contain a great amount of medical data classified as private data by Minnesota Statutes Section 176.138, plus personally identifiable health data, disclosure of which may violate HIPAA. Further, the Minnesota Department of Administration Advisory Opinion 09-015, dated July 7, 2009, opines that a workers compensation settlement agreement is not public data as described in Minnesota Statutes Section 13.43 subd.2(a)(6); and WHEREAS, the City Council has determined approving the Settlement Agreements is in the best interests of the City Eagan. NOW THEREFORE, the City Council hereby resolves: 1. The proposed Settlement Agreements and Release are approved. 2. Attorney William Laak is authorized and directed to sign the Settlement Agreements and Release on behalf of the City of Eagan. Dated:________________ __________________________ Michael Maguire, Mayor Agenda Information Memo October 16, 2018 Eagan City Council Meeting CONSENT AGENDA C. Ratify Check Registers Action To Be Considered: To ratify the check registers dated September 28 and October 5, 2018 as presented. Attachments: (2) CC-1 Check register dated September 28, 2018 CC-2 Check register dated October 5, 2018 9/25/2018City of Eagan 10:48:21R55CKR2 LOGIS100 1Page -Council Check Register by GL Council Check Register and Summary 9/25/20189/22/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 200920 9/25/2018 115432 AUDIOVISUAL, INC. 49,480.77 AV EQUIPMENT REMODEL 284628 88573606 5041.6660 Office Furnishings & Equipment Phase 1-PD,Garage,&Traing room 49,480.76 AV EQUIPMENT REMODEL 284628 88573606 5043.6660 Office Furnishings & Equipment Phase 2-City Hall 43,026.42 AV EQUIPMENT REMODEL 284629 88573610 5041.6660 Office Furnishings & Equipment Phase 1-PD,Garage,&Traing room 43,026.42 AV EQUIPMENT REMODEL 284629 88573610 5043.6660 Office Furnishings & Equipment Phase 2-City Hall 44,745.24 AV EQUIPMENT REMODEL 284630 88573609 5041.6660 Office Furnishings & Equipment Phase 1-PD,Garage,&Traing room 44,745.25 AV EQUIPMENT REMODEL 284630 88573609 5043.6660 Office Furnishings & Equipment Phase 2-City Hall 274,504.86 200921 9/25/2018 148777 BLACK & VEATCH CORPORATION 3,635.00 MASTER PLANNING - INTEGRATED 284636 1277090 6113.6310 C1121 Professional Services-General Preparation/ Research/ Writing 3,635.00 200922 9/25/2018 148751 CAMPBELL KNUTSON 31,012.80 CITY ATTY-CK MTHLY 284640 08/31/2018 0602.6311 Legal Prosecuting Attorney 31,012.80 200923 9/25/2018 100050 DAKOTA ELECTRIC 56.68 3606 WOODLAND TR 284598 201125-2-AUG18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 128.39 NORTHVIEW PARK 284599 203049-2-AUG18 3106.6405 Electricity Structure Care & Maintenance 84.46 4730 PEBBLE BCH WAY 284600 205375-9-AUG18 3106.6405 Electricity Structure Care & Maintenance 30.39 DIFFLEY ROAD 284601 214662-9-AUG18 3106.6405 Electricity Structure Care & Maintenance 183.99 LEX/DIFFLEY 284602 221769-3-AUG18 3106.6405 Electricity Structure Care & Maintenance 14.00 620 CLIFF RD 284603 226044-6-AUG18 6520.6405 Electricity Basin Mgmt-Aeration 23.48 4536 MAJESTIC OAKS PL 284604 288226-4-AUG18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 15.28 949 WESCOTT TR 284605 393793-5-AUG18 3106.6405 Electricity Structure Care & Maintenance 69.34 4912 STEEPLECHASE CT 284606 401500-4-AUG18 6239.6405 Electricity Lift Station Maintenanc/Repair 580.77 3981 LEXINGTON AVE 284607 412157-0-AUG18 3106.6405 Electricity Structure Care & Maintenance 15.28 3981 LEXINGTON AVE 284608 440126-1-AUG18 3106.6405 Electricity Structure Care & Maintenance 35.65 716 MARSH CT 284609 441453-8-AUG18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 98.95 HOLZ FARM -4665 MANOR 284614 1009141082918 3106.6405 Electricity Structure Care & Maintenance 81.76 DIFFLEY/LEXINGTON 284615 101738-3-AUG18 3106.6405 Electricity Structure Care & Maintenance 70.75 DIFFLEY LEXINGTON RD 284616 102634-3-AUG18 3106.6405 Electricity Structure Care & Maintenance 25.01 OAK POND RD 284617 102843-0-AUG18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 25.28 DIFFLEY/LEXINGTON 284618 103085-7-AUG18 3106.6405 Electricity Structure Care & Maintenance 29,802.29 RIVER HILLS 284619 129548-4-AUG18 6301.6406 Electricity-Street Lights Street Lighting 51.40 JOHNNY CAKE/CLIFF 284620 141558-7-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 27.84 4892 BISCAYNE AVE 284621 166469-7-AUG18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 138.25 WILDERNESS RUN 284622 172633-0-AUG18 3106.6405 Electricity Structure Care & Maintenance 3,878.80 1031 CLIFF RD 284623 183413-4-AUG18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 176.64 ELRENE ROAD 284624 192536-1-AUG18 3106.6405 Electricity Structure Care & Maintenance 10/11/2018 9/25/2018City of Eagan 10:48:21R55CKR2LOGIS100 2Page -Council Check Register by GL Council Check Register and Summary 9/25/20189/22/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 200923 9/25/2018 100050 DAKOTA ELECTRIC Continued... 1,377.60 3913 CANTER GLEN DR 284625 193566-7-AUG18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 145.95 1100 DIFFLEY RD 284626 200603-9-AUG18 6154.6409 Electricity-Wells/Booster Stat South Plant Building 15.92 3670 RIDGEWOOD DR 284627 201101-3-AUG18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 37,154.15 200924 9/25/2018 152820 DANIEL DEFENSE INC 12,824.00 PD RIFLE LOWERS 284639 DD148559 3511.6680 Mobile Equipment Equip Rev Fd-Dept 11 12,824.00 200925 9/25/2018 104669 DSI - LSI 198.96 FESTIVAL GROUNDS RECYCLING 284597 DT0002256041 3079.6220 Operating Supplies - General Special Events 198.96 200927 9/25/2018 108624 EBERT CONSTRUCTION 505,381.47 CONT 18-05 PMT 4 284638 091418 5501.6710 P1278 Project - Contract CMF expansion phase II 505,381.47 200928 9/25/2018 100099 FOSTER MN, J H 273.10 AIR COMPRESSOR BOILER 284594 10384932-00 6146.6432 Utility System Repair-Labor North Plant Building 172.92 PSI GAUGE 284595 10383337-00 6146.6260 Utility System Parts/Supplies North Plant Building 446.02 200929 9/25/2018 100085 HARDWARE HANK 12.12 VENT @STP 284611 1772250 6154.6230 Repair/Maintenance Supplies-Ge South Plant Building 6.96 NTP ADMIN SIDE 284612 1782205 6147.6230 Repair/Maintenance Supplies-Ge North Plant Production 19.08 200930 9/25/2018 149714 HYDROCORP 5,365.00 CROSS CONNECTION CONTROL PROG 284637 0049234-IN 6131.6310 Professional Services-General Water Customer Service 5,365.00 200931 9/25/2018 143130 IDEAL SERVICE INC. 1,020.00 VFD CLEANING 284593 9541 6154.6432 Utility System Repair-Labor South Plant Building 1,020.00 200932 9/25/2018 113955 KEYS WELL DRILLING CO. 45,282.50 WELL REHAB 284610 2018033-19 6148.6630 P1294 Other Improvements North Well Field 45,282.50 200933 9/25/2018 141752 KLM ENGINEERING INC. 9/25/2018City of Eagan 10:48:21R55CKR2LOGIS100 3Page -Council Check Register by GL Council Check Register and Summary 9/25/20189/22/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 200933 9/25/2018 141752 KLM ENGINEERING INC.Continued... 16,400.00 RESERVOIR LOGO CHANGE 284642 6904 6129.6310 P1301 Professional Services-General Reservior Maintenance/Repair 16,400.00 200934 9/25/2018 146762 KRAFT CONTRACTING & MECHANICAL LLC 834.78 CONDEN CLEANING PLANTS 284596 12927 6146.6427 Building Operations/Repair-Lab North Plant Building 834.78 200935 9/25/2018 100420 LEAGUE OF MINN CITIES INS TRUST 1,159.97 CLAIM GL65120 284613 3993 9591.6386 Insurance Deductible Risk Management 1,159.97 200936 9/25/2018 100111 LOGIS 4,307.09 SSL CERTIFICATES ORDERED BY LO 284634 45836 0301.6350 LOGIS IT Services IT-Gen & Admn 57,293.00 SOFTWARE MAINT SUPP-LOGIS 284635 45725 0301.6350 LOGIS IT Services IT-Gen & Admn 488.00 ACCESSEAGAN LOGIS SUPPORT 284635 45725 4005.6350 LOGIS IT Services AccessEagan 62,088.09 200937 9/25/2018 100464 VALLEY-RICH COMPANY INC 8,511.32 VALVE REPAIR 284641 25882 6143.6432 Utility System Repair-Labor Valve Maintenance/Repair 8,511.32 200938 9/25/2018 141852 WENCK ASSOCIATES INC. 12,448.46 ENGINEERING SERVICES 284631 11805735 6542.6712 P1323 Project - Engineering Capital Proj-WQ dedictn-cr1127 189.00 ENGINEERING SERVICES 284632 11805739 6542.6712 P1239 Project - Engineering Capital Proj-WQ dedictn-cr1127 8,613.35 ENGINEERING SERVICES 284633 11805734 6542.6712 P1324 Project - Engineering Capital Proj-WQ dedictn-cr1127 21,250.81 200939 9/25/2018 100017 BITUMINOUS ROADWAYS 284,422.75 CONT 18-10 PMT 1 284590 091718 8291.6710 Project - Contract P1291 2018 Trail & Parking lot 284,422.75 20182011 9/25/2018 100279 US BANK NA-DEBT SERVICE WIRE 27,281.25 US BANK NA-DEBT SERVICE WIRE 284592 1181002 9441.6491 Bond Payment - Interest 2008A/2017A MDS Refding Bds DS 27,281.25 20185107 9/25/2018 100283 BERKLEY ADMINISTRATORS 3,167.00 BERKLEY ADMINISTRATORS 284591 1427137 9593.6387 Worker's Comp - Administration Workers' Compensation Self-In 3,167.00 20185658 9/25/2018 147907 SELECT ACCOUNT 9/25/2018City of Eagan 10:48:21R55CKR2LOGIS100 4Page -Council Check Register by GL Council Check Register and Summary 9/25/20189/22/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20185658 9/25/2018 147907 SELECT ACCOUNT Continued... 2,488.50 FLEX REIMBURSEMENT 284644 092718 9592.2215 Flex Plan Withholding Payable Benefit Accrual 2,488.50 20188536 9/25/2018 151185 HEALTHPARTNERS INC 5,446.49 DENTAL CLAIMS REIMBURSEMENT 284643 092418 9594.6158 Dental Insurance Dental Self-insurance 5,446.49 1,349,894.80 Grand Total Payment Instrument Totals Checks 1,349,894.80 Total Payments 1,349,894.80 9/25/2018City of Eagan 10:48:22R55CKS2LOGIS100 1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. 9/25/20189/22/2018 - Company Amount 94,442.0409001GENERAL FUND 138,288.4709220PUBLIC UTILITIES 488.0009225FIBER INFRASTRUCTURE FUND 12,824.0009335EQUIPMENT REVOLVING 274,504.8609353POLICE & CITY HALL REMODEL 505,381.4709355MAINTENANCE FACILITY EXPANSION 284,422.7509372REVOLVING SAF-CONSTRUCTION 27,281.25094412008A/2017A MSA Refding Bds DS 1,159.9709591RISK MANAGEMENT 2,488.5009592BENEFIT ACCRUAL 3,167.0009593WORKERS' COMPENSATION SELF-INS 5,446.4909594Dental Self-insurance Report Totals 1,349,894.80 10/5/2018City of Eagan 11:08:00R55CKR2 LOGIS100 1Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 200940 10/5/2018 152114 3 GUYS SEWING 72.00 SAFETY JACKETS 284723 5511 2201.6224 Clothing/Personal Equipment Gen/Adm-Streets 72.00 200941 10/5/2018 147198 ADVANCED ENGINEERING AND ENVIRONMENTAL 3,313.50 LEXDIF BOOSTER STATION REHAB 284655 59732 6133.6630 P1288 Other Improvements Booster Station Maint/Repair 3,313.50 200942 10/5/2018 151329 ALL FURNITURE 891.00 ALL FURNITURE, SEP FURN RENTAL 284673 40474 5045.6310 Professional Services-General Temporary Office/Moving Expens 200.00 TRAILER RENTAL 284746 40473 5045.6220 Operating Supplies - General Temporary Office/Moving Expens 1,091.00 200943 10/5/2018 146368 ALLEGRA 92.50 BUSINESS CARDS 284740 43440 1107.6211 Office Printed Material/Forms Support Services 27.50 BUSINESS CARDS 284831 43489 1107.6211 Office Printed Material/Forms Support Services 120.00 200944 10/5/2018 100385 AMER ENGINEERING TESTING INC 1,737.75 CONCRETE AND BUTUMINOUS TEST 284714 903021 8291.6718 Project - Other Charges P1291 2018 Trail & Parking lot 1,737.75 200945 10/5/2018 118668 AMERICAN GLASS & MIRROR 66.74 BLDG REPAIR PARTS 284717 317832 3106.6233 Building Repair Supplies Structure Care & Maintenance 66.74 200946 10/5/2018 152850 ANDERSON, WADE 71.21 285142 092618 9220.2250 Escrow Deposits Public Utilities 71.21 200947 10/5/2018 100360 APPLE FORD LINCOLN APPLE VALLEY 33.44 UNIT 1145 RO 1030 284725 436919 9001.1415 Inventory - Parts General Fund 27.42 UNIT 1148 RO 1031 284726 436931 9001.1415 Inventory - Parts General Fund 126.63 UNIT 507 RO 1049 285089 437181 9001.1415 Inventory - Parts General Fund 187.49 200948 10/5/2018 149635 APPLIED CONCEPTS INC. 3,166.00 MC RADAR/LIDAR UNIT 284830 334667 9115.6640 Machinery/Equipment DWI Forfeiture 846.00- RADAR/LIDAR REFUND 285270 CR018802 9115.6640 Machinery/Equipment DWI Forfeiture 2,320.00 10/11/18 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 2Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 200949 10/5/2018 144673 ARCADE ELECTRIC Continued... 321.18 ELECTRICAL REPAIR 284706 10283 6827.6535 Other Contractual Services Building Maintenance 201.50 ELECTRICAL REPAIR 284707 10282 3313.6535 Other Contractual Services Fire Buildings 522.68 200950 10/5/2018 121083 ASPEN MILLS 606.51 DISTRICT CHIEF BADGES 285060 223126 1221.6224 Clothing/Personal Equipment Administration-Fire 606.51 200951 10/5/2018 101609 ASPEN WASTE 55.73 FD RUGS 284683 S1366341-090118 3313.6569 Maintenance Contracts Fire Buildings 52.65 GUN RANGE WASTE 284692 S1322039-090118 3316.6539 Waste Removal/Sanitation Servi Police 332.69 CH/PD WASTE 284693 S1322021-090118 3304.6539 Waste Removal/Sanitation Servi Bldg/Facilities Maintenance 77.72 FD WASTE 284694 S1321981-090118 3313.6539 Waste Removal/Sanitation Servi Fire Buildings 45.10 FD WASTE 284695 S1321999-090118 3313.6539 Waste Removal/Sanitation Servi Fire Buildings 69.78 FD WASTE 284696 S1322005-090118 3313.6539 Waste Removal/Sanitation Servi Fire Buildings 180.00 MT WASTE 284697 S1322088-090118 3314.6539 Waste Removal/Sanitation Servi Central Maintenance 536.47 ECC WASTE 284701 S1321957-090118 6827.6539 Waste Removal/Sanitation Servi Building Maintenance 536.47 WASTE 285261 1-321957090118 6827.6539 Waste Removal/Sanitation Servi Building Maintenance 1,886.61 200952 10/5/2018 102400 ATHLETICA, INC. 6,825.00 DRINK RAILING BY BOARDS 284835 408987 6603.6630 Other Improvements Building Repair & Maint. 4,125.00 DRINK RAILING BY BOARDS 284836 409139 6603.6630 Other Improvements Building Repair & Maint. 10,950.00 200953 10/5/2018 115432 AUDIOVISUAL, INC. 5,669.07 INTEGRATION SRVCS-REMODEL 284769 88573612 5043.6660 Office Furnishings & Equipment Phase 2-City Hall 5,669.08 INTEGRATION SRVCS-REMODEL 284769 88573612 5041.6660 Office Furnishings & Equipment Phase 1-PD,Garage,&Traing room 11,338.15 200954 10/5/2018 100015 BACHMANS INC 2,453.75 SPLASH PAD TREES 285246 867418/50 3215.6630 Other Improvements Landscape Planting-Non-park 2,721.75 MISC PARK TREES 285247 867424/50 3214.6630 Other Improvements Landscape Planting-Park Sites 2,658.30 MISC PARK TREES 285248 K66746/50 3214.6630 Other Improvements Landscape Planting-Park Sites 7,833.80 200955 10/5/2018 152854 BANGE, JOE 17.14 285145 092618 9220.2250 Escrow Deposits Public Utilities 17.14 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 3Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 200956 10/5/2018 150697 BARE HONEY Continued... 12.00 284783 091218 3061.6220 PR005 Operating Supplies - General Market Fest 12.00 200957 10/5/2018 100487 BARR ENGINEERING CO 952.00 REUSE PROJECT 284654 23191291.01-6 6113.6310 P1208 Professional Services-General Preparation/ Research/ Writing 4,350.79 ENGINEERING SERVICES 284666 23191139.19-2 6541.6712 P1322 Project - Engineering Capital Proj-Renew&Repl-cr1126 653.50 ENGINEERING SERVICES 284666 23191139.19-2 6541.6712 P1302 Project - Engineering Capital Proj-Renew&Repl-cr1126 607.50 ENGINEERING SERVICES 284666 23191139.19-2 6541.6712 P1303 Project - Engineering Capital Proj-Renew&Repl-cr1126 472.50 ENGINEERING SERVICES 284666 23191139.19-2 6541.6712 P1304 Project - Engineering Capital Proj-Renew&Repl-cr1126 3,080.24 ENGINEERING SERVICES 284666 23191139.19-2 6541.6712 P1306 Project - Engineering Capital Proj-Renew&Repl-cr1126 2,221.00 ENGINEERING SERVICES 284873 23191361.00-14 6542.6712 P1268 Project - Engineering Capital Proj-WQ dedictn-cr1127 12,337.53 200958 10/5/2018 147094 BARTA, COLE 174.99 UNIFORMS 285207 092418 3170.2115 Clothing Allowance General AdmIn-Parks 174.99 200959 10/5/2018 142024 BASER & PL UMPIRES 1,738.00 MEN'S SOFTBALL UMPIRES 285074 09/17/18 3048.6327 Sporting Event Officials Adult Softball-Men 264.00 CO-REC SOFTBALL UMPIRES 285074 09/17/18 3050.6327 Sporting Event Officials Adult Softball-Co-Rec 2,002.00 200960 10/5/2018 100397 BATTERIES PLUS 27.95 FLASHLIGHT BATTERIES 284771 26-P5631680 1225.6240 Small Tools Fire / EMS Equipment 27.95 200961 10/5/2018 100016 BAUER BUILT 1,366.40 UNIT 304 284728 180236264 9001.1415 Inventory - Parts General Fund 1,213.56 STOCK TIRES 284729 180236219 9001.1415 Inventory - Parts General Fund 112.92 TRAILER TIRE 285090 180236756 3128.6231 Mobile Equipment Repair Parts Vehicle Maintenance 2,197.96 UNIT 1213 PARTS ENTERED 285093 180236494 9001.1415 Inventory - Parts General Fund 4,890.84 200962 10/5/2018 152852 BENNETT, CORY 26.44 285143 092618 9220.2250 Escrow Deposits Public Utilities 26.44 200963 10/5/2018 148777 BLACK & VEATCH CORPORATION 5,757.50 MASTER PLANNING - INTEGRATED 285022 21-SEP-2018 6113.6310 C1121 Professional Services-General Preparation/ Research/ Writing 5,757.50 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 4Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 200963 10/5/2018 148777 BLACK & VEATCH CORPORATION Continued... 200964 10/5/2018 143108 BLOOMINGTON, CITY OF 735.00 LAB/BAC T 284777 1800208 6149.6323 Testing Services Water Sampling/Testing 735.00 200965 10/5/2018 131767 BOLTON & MENK INC. 1,577.50 APOLLO STORM LIFT REPAIR 284656 222559 6439.6630 P1253 Other Improvements Lift Station Maintenanc/Repair 9,003.00 ASHBERRY LS REHAB 284657 222400 6239.6630 P1299 Other Improvements Lift Station Maintenanc/Repair 1,202.50 CARLSON LK STORM REPAIR 284658 222558 6439.6630 P1249 Other Improvements Lift Station Maintenanc/Repair 11,783.00 200966 10/5/2018 144122 BRAND FARMS 5.00 284784 091218 3061.6220 PR003 Operating Supplies - General Market Fest 15.00 284784 091218 3061.6220 PR004 Operating Supplies - General Market Fest 13.00 284850 091918 3061.6220 PR003 Operating Supplies - General Market Fest 33.00 200967 10/5/2018 100024 BRAUN INTERTEC 3,356.75 GEOTECHNICAL EVALUATION 284715 B141501 8293.6713 Project - Outside Engineering P1293 Beverly Dr/Commers Dr ex 1,195.00 GEO EVALUATION 284718 B140948 6239.6630 P1299 Other Improvements Lift Station Maintenanc/Repair 4,551.75 200968 10/5/2018 152846 BRISKI, KYLE 75.00 285140 092618 9220.2250 Escrow Deposits Public Utilities 75.00 200969 10/5/2018 127365 BROOKER, JEFF 720.00 JEFF BROOKER TUITION 285021 091118 1001.6478 Tuition and Book Reimbursement General/Admn-Human Resources 720.00 200970 10/5/2018 103228 BUECKSLER, DON 48.99 UNIFORMS 284716 091118 3170.2115 Clothing Allowance General AdmIn-Parks 48.99 200971 10/5/2018 143367 BUENNING, SAUNDRA 118.78 BUENNING UNIFORM 284736 091118 1107.6224 Clothing/Personal Equipment Support Services 118.78 200972 10/5/2018 145073 BURSTEIN, ALISON 111.55 TRAINING CST X4 284832 091718 1104.6476 Conferences/Meetings/Training Patrolling/Traffic 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 5Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 200972 10/5/2018 145073 BURSTEIN, ALISON Continued... 111.55 200973 10/5/2018 101652 CEMSTONE PRODUCT CO. 565.00 CONCRETE BATTING TUNNEL 284651 C1946716 3104.6252 Parks & Play Area Supplies Site Amenity Installation 1,282.00 K9 SHED 284748 C1951051 3511.6680 Mobile Equipment Equip Rev Fd-Dept 11 1,847.00 200974 10/5/2018 142846 CENTURYLINK 141.08 284785 612E12-6449-410 -SEPT18 6101.6347 Telephone Service & Line Charg Water -Administration 141.08 284786 612E12-0825197 6101.6347 Telephone Service & Line Charg Water -Administration 423.24 284787 612E12-1089411 6101.6347 Telephone Service & Line Charg Water -Administration 141.08 284788 612E12-8187409 6101.6347 Telephone Service & Line Charg Water -Administration 135.74 284789 612E06-1331048 6101.6352 Telephone Circuits Water -Administration 66.00 284790 612E12-1121206 6101.6347 Telephone Service & Line Charg Water -Administration 547.74 284865 612E06-3878017 6239.6347 Telephone Service & Line Charg Lift Station Maintenanc/Repair 1,595.96 200975 10/5/2018 151299 CINTAS 15.00 ECC RUGS 284702 4009457525 6827.6569 Maintenance Contracts Building Maintenance 23.65 FD RUGS 284704 4009457583 3313.6569 Maintenance Contracts Fire Buildings 168.00 SHOP TOWELS 284854 4009737055 2401.6241 Shop Materials Gen/Adm-Central Services 60.52 SHOP TOWELS 284855 4009737015 2401.6241 Shop Materials Gen/Adm-Central Services 94.08 284856 4009736990 2401.6210 Office Supplies Gen/Adm-Central Services 36.58 RUGS 285129 4008970754 6154.6535 Other Contractual Services South Plant Building 49.50 RUGS 285130 4009222923 6146.6535 Other Contractual Services North Plant Building 447.33 200976 10/5/2018 146026 CLAUSEN, CHAD 10.73 TRAINING LUNCH 284834 092018 1104.6476 Conferences/Meetings/Training Patrolling/Traffic 31.27 GUN CLEANING ROD 284834 092018 1104.6226 Public Safety Supplies Patrolling/Traffic 42.00 200977 10/5/2018 100633 CNH ARCHITECTS 2,890.31 ARCH SVCS PHASE 2 284676 883 5501.6713 Project - Outside Engineering CMF expansion phase II 2,890.31 200978 10/5/2018 142286 COMCAST 52.65 MONTHLY DUES 284864 877210508072454 1-092018 6603.6357 Advertising/Publication Building Repair & Maint. 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 6Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 200978 10/5/2018 142286 COMCAST Continued... 52.65 200979 10/5/2018 100038 COMMERCIAL ASPHALT 1,069.11 STREET REPAIR SUPPLIES 284858 180915 2220.6255 Street Repair Supplies Bituminous Surface Maint 1,069.11 200980 10/5/2018 100040 CONT SAFETY EQUIP 75.70 PPE WATER 285134 448570 6104.6222 Medical/Rescue/Safety Supplies Safety 182.91 SAFETY SUPPLY 285220 448603 3129.6222 Medical/Rescue/Safety Supplies Shop Mtn/General Repairs 114.96 SAFETY SUPPLY 285221 448610 3129.6222 Medical/Rescue/Safety Supplies Shop Mtn/General Repairs 943.55 CALIBRATION GAS, GLOVES JETTIN 285233 448510 6250.6222 Medical/Rescue/Safety Supplies Manhole Insp/Mtn/Repair 1,317.12 200981 10/5/2018 128201 CONTINENTAL CLAY COMPANY 166.50 HARVEST OF ART SUPPLIES 284766 R200423021 3097.6227 Recreation Equipment/Supplies MRAC Comm Arts Grant 2013-14 162.88 PROGRAM SUPPLIES 284766 R200423021 3081.6227 Recreation Equipment/Supplies Arts & Humanities Council 329.38 200982 10/5/2018 150880 CORE & MAIN LP 259.73-WATERMAIN REPAIR INVENTORY 285075 J378877 6160.6260 Utility System Parts/Supplies Main Maintenance/Repair 1,279.80 METER HORNS 285076 J418458 6163.6260 Utility System Parts/Supplies Meter Maintenance/Repair 2,590.67 HYDRANT METERS 285077 J259591 6161.6260 Utility System Parts/Supplies Meter Replacement 148.79 METER FITTINGS 285078 J385157 6161.6260 Utility System Parts/Supplies Meter Replacement 1,722.62 COUNTRY HALLOW ODOR CONTROL 285079 J385229 6239.6260 Utility System Parts/Supplies Lift Station Maintenanc/Repair 207.19 COUNTRY HALLOW ODOR CONTROL 285080 J385226 6239.6260 Utility System Parts/Supplies Lift Station Maintenanc/Repair 1,110.32 METER HORNS 285081 J397822 6161.6260 Utility System Parts/Supplies Meter Replacement 601.22 METER REPLACEMENT 285197 J449513 6163.6260 Utility System Parts/Supplies Meter Maintenance/Repair 181.95 STORM LIFT STATION REPAIRS 285198 J486284 6439.6260 Utility System Parts/Supplies Lift Station Maintenanc/Repair 3,180.00 METER REPLACEMENT 285199 J486850 6161.6260 Utility System Parts/Supplies Meter Replacement 722.10 METER REPLACEMENT 285200 J521171 6161.6260 Utility System Parts/Supplies Meter Replacement 4,109.75 STORM LIFT STATION REPAIRS 285201 J506447 6439.6260 Utility System Parts/Supplies Lift Station Maintenanc/Repair 1,606.10 STORM LIFT STATION REPAIRS 285208 J506060 6439.6260 Utility System Parts/Supplies Lift Station Maintenanc/Repair 250.00 HYDRANT REPAIR 285226 J423121 6144.6260 Utility System Parts/Supplies Hydrant Maintenance/Repair 17,450.78 200983 10/5/2018 146281 CORNERSTONE PARKING GROUP INC. 15,536.21 PARKING MANAG AUG 2018 284713 1605 9116.6535 Other Contractual Services Cedar Grove Parking Garage 15,536.21 200984 10/5/2018 100042 CRAWFORD DOOR SALES COMPANY 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 7Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 200984 10/5/2018 100042 CRAWFORD DOOR SALES COMPANY Continued... 619.50 CLAIM CP63900 284852 31278 9591.6386 Insurance Deductible Risk Management 619.50 200985 10/5/2018 102048 CSM CORP 559.53 ESCROW REFUND 284829 213767-091818 9001.2245 Escrow - Private Development F General Fund 559.53 200986 10/5/2018 100043 CUB FOODS 27.43 CUB FOODS 285213 041218 3075.6550 Transportation Services CDBG - Teens 12.06 CUB FOODS 285214 062418 3072.6227 Recreation Equipment/Supplies CDBG - Youth 15.77 CUB FOODS 285215 070918 3072.6227 Recreation Equipment/Supplies CDBG - Youth 22.08 CUB FOODS 285216 070318 3072.6227 Recreation Equipment/Supplies CDBG - Youth 5.85 CUB FOODS 285218 080618 3072.6227 Recreation Equipment/Supplies CDBG - Youth 83.19 200987 10/5/2018 113795 CULLIGAN 355.55 SOFTENER SALT 284684 696357 3313.6244 Chemicals & Chemical Products Fire Buildings 355.55 200988 10/5/2018 136461 CULLIGAN (R) 66.43 WATER 284650 697211 9695.6210 Office Supplies Dakota Co Drug Task Force 66.43 200989 10/5/2018 143775 CYTRYSZEWSKI, WILLIAM 6,250.00 CYTRYSZEWSKI TUTION REIMBURSE 284645 091918 1001.6478 Tuition and Book Reimbursement General/Admn-Human Resources 6,250.00 200990 10/5/2018 151049 DAHLEN, MITCHELL 59.97 PANTS MITCH DAHLEN 284737 091218 2201.2115 Clothing Allowance Gen/Adm-Streets 59.97 200991 10/5/2018 100048 DAK CTY TECHNICAL COLLEGE 900.00 DCTC PIT/TVI 284807 329824 1104.6476 Conferences/Meetings/Training Patrolling/Traffic 900.00 200992 10/5/2018 109386 DAKOTA COUNTY 134.93 LOCATES WASTE DISPOSAL 285163 09/20/2018 6234.6539 Waste Removal/Sanitation Servi Utility Locates 134.93 200993 10/5/2018 133868 DAKOTA COUNTY FINANCIAL SERVICES 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 8Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 200993 10/5/2018 133868 DAKOTA COUNTY FINANCIAL SERVICES Continued... 30,307.44 CB REPAIRS ON CNTY RDS 284793 00031702 6461.6630 P1236 Other Improvements Renewal & Repacement (cr1126) 30,535.29 PROJ PAYMENT TO COUNTY 284793 00031702 8248.6710 Project - Contract P1248 Diffley Rd & Braddock Tr 849.71 JUL 2018 LABOR 285234 00031700 9695.6425 Mobile Equipment Repair Labor Dakota Co Drug Task Force 350.34 JUL 2018 PARTS 285234 00031700 9695.6231 Mobile Equipment Repair Parts Dakota Co Drug Task Force 15.59 JUL 2018 FUEL 285234 00031700 9695.6235 Fuel, Lubricants, Additives Dakota Co Drug Task Force 62,058.37 200994 10/5/2018 148127 DAKOTA COUNTY FINANCIAL SERVICES (R) 2,560.00 STS-2ND PAYMENT 285180 00031688 3104.6561 Temporary Help-Labor/Clerical Site Amenity Installation 3,700.00 STS-2ND PAYMENT 285180 00031688 3111.6561 Temporary Help-Labor/Clerical Refuse/Waste Control 1,000.00 STS-2ND PAYMENT 285180 00031688 3125.6561 Temporary Help-Labor/Clerical Trail/Walkway/Lot Maintenance 2,000.00 STS-2ND PAYMENT 285180 00031688 3119.6561 Temporary Help-Labor/Clerical Rink Amenity Mtn/Setup 9,260.00 200995 10/5/2018 142793 DAKOTA COUNTY TREASURER (R) 8,285.80 20% FORFEITURE PROCEEDS 285238 091818 9695.2192 Due to County Govt Dakota Co Drug Task Force 8,285.80 200996 10/5/2018 100050 DAKOTA ELECTRIC 24.51 OLD TOWN HALL 284877 100749-1-AUG18 3304.6405 Electricity Bldg/Facilities Maintenance 60.24 CARLSON LAKE SAN 284878 102339-9-AUG18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 38.01 SOUTHERN HILLS TWR 284879 103460-2-AUG18 6154.6409 Electricity-Wells/Booster Stat South Plant Building 3,460.64 FIRE SAFETY CENTER 284880 108247-8-AUG18 3313.6405 Electricity Fire Buildings 2,237.30 284881 110986-7-AUG18 3304.6405 Electricity Bldg/Facilities Maintenance 78.05 WATER TANK RSVR 284882 112682-0-AUG18 6146.6409 Electricity-Wells/Booster Stat North Plant Building 267.51 LONE OAK SANITARY 284883 112832-1-AUG18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 1,064.06 WELL #1 284884 112885-9-AUG18 6146.6409 Electricity-Wells/Booster Stat North Plant Building 515.52 CARLSON LAKE STRM 284885 122797-4 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 131.33 WELL #2 284886 124865-7-AUG18 6146.6409 Electricity-Wells/Booster Stat North Plant Building 4,771.50 MUNICIPAL CENTER 284887 127189-9-AUG18 3304.6405 Electricity Bldg/Facilities Maintenance 24.76 BLACKHAWK COVE SANITARY 284888 127325-9-AUG18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 251.12 RAHN PARK 284889 132778-2-AUG18 3106.6405 Electricity Structure Care & Maintenance 690.15 LEX STORM STAT 284890 133789-8-AUG18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 21.43 ZOO METER 284891 136873-7-AUG18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 28,319.30 WELL #4/TRT PLANT 284892 137781-1-AUG18 6146.6409 Electricity-Wells/Booster Stat North Plant Building 742.77 SECURITY LITES 284893 138267-0-AUG18 3106.6405 Electricity Structure Care & Maintenance 443.93 CLIFF BOOSTER STATION 284894 139958-3-AUG18 6154.6409 Electricity-Wells/Booster Stat South Plant Building 72.69 LEXINGTON BOOSTERS STATION 284895 143222-8-AUG18 6154.6409 Electricity-Wells/Booster Stat South Plant Building 321.95 FIREHALL 3 284896 146053-4-AUG18 3313.6405 Electricity Fire Buildings 181.33 OAK CHASE STORM 284897 146920-4-AUG18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 9Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 200996 10/5/2018 100050 DAKOTA ELECTRIC Continued... 16.30 COVINGTON STORM 284898 149810-4-AUG18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 44.23 SIGNAL LITES 284899 152634-2-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 39.87 SIGNAL LITES 284900 152635-9-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 5.00 CIV DEF SIREN 284901 155062-3-AUG18 1106.6405 Electricity Emergency Preparedness 5.00 CIV DEF SIREN 284902 155063-1-AUG18 1106.6405 Electricity Emergency Preparedness 5.00 CIV DEF SIREN 284903 155064-9-AUG18 1106.6405 Electricity Emergency Preparedness 26.81 SAFARI RESERVOIR 284904 159673-3-AUG18 6154.6409 Electricity-Wells/Booster Stat South Plant Building 1,133.79 HURLEY STORM 284905 159822-6-AUG18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 489.65 SCHWANZ STORM 284906 160898-3-AUG18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 55.76 SIGNAL LITES 284907 162414-7-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 24.12 OAK CLIFF STORM 284908 165267-6-AUG18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 2,444.77 NORTHVIEW PARK 284909 167128-8-AUG18 3106.6405 Electricity Structure Care & Maintenance 34.88 SIGNAL LITES 284910 167845-7-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 32.57 SIGNAL LITES 284911 167846-5-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 33.22 SIGNAL LITES 284912 167849-9-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 36.42 SIGNAL LITES 284913 167850-7-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 39.87 SIGNAL LITES 284914 167851-5-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 135.70 RAHN PARK 284915 169262-3-AUG18 3106.6405 Electricity Structure Care & Maintenance 168.60 HOCKEY RINK 284916 170635-7-AUG18 3106.6405 Electricity Structure Care & Maintenance 832.59 BASEBALL FIELD 284917 170636-5-AUG18 3106.6405 Electricity Structure Care & Maintenance 62.29 ASHBURY SANITARY 284918 172471-5-AUG18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 249.71 BLUE CROSS PARK 284919 177546-9-AUG18 3106.6405 Electricity Structure Care & Maintenance 681.19 YANKEE STORM 284920 180516-7-AUG18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 1,409.89 WELL #8 & 9 284921 187147-4-AUG18 6146.6409 Electricity-Wells/Booster Stat North Plant Building 48.85 SIGNAL LITES 284922 187873-5-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 301.07 COUNTRY HOLLOW SAN 284923 193140-1-AUG18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 328.49 COUNTRY HOLLOW SAN 284924 193575-8-AUG18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 855.78 FIREHALL 4 284925 195895-8-AUG18 3313.6405 Electricity Fire Buildings 3,908.66 WELL #10 284926 196322-2-AUG18 6154.6409 Electricity-Wells/Booster Stat South Plant Building 293.17 THOMAS LAKE STORM 284927 196919-5-AUG18 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 140.02 FIREHALL 5 284928 197741-2-AUG18 3313.6405 Electricity Fire Buildings 5,488.18 WELL #11 284929 197761-0-AUG18 6146.6409 Electricity-Wells/Booster Stat North Plant Building 59.86 MURPHY SANITARY 284930 198484-8-AUG18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 53.46 SIGNALS 284931 198522-5-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 33.99 SIG LIGHT/TARGET 284932 198523-3-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 3,623.48 WELL #13 284933 200399-4-AUG18 6154.6409 Electricity-Wells/Booster Stat South Plant Building 4,156.41 WELL #12 284934 200417-4-AUG18 6154.6409 Electricity-Wells/Booster Stat South Plant Building 4,330.76 WELL #14 284935 200823-3-AUG18 6154.6409 Electricity-Wells/Booster Stat South Plant Building 819.47 WELL #15 284936 200922-3-AUG18 6154.6409 Electricity-Wells/Booster Stat South Plant Building 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 10Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 200996 10/5/2018 100050 DAKOTA ELECTRIC Continued... 11,219.96 SOUTH TREATMENT PLANT 284937 201358-9-AUG18 6154.6409 Electricity-Wells/Booster Stat South Plant Building 92.98 BLACKHAWK PAVLN 284938 211088-0-AUG18 3106.6405 Electricity Structure Care & Maintenance 6.22 BLACKHAWK PARK AERATOR 284939 211089-8-AUG18 3106.6405 Electricity Structure Care & Maintenance 14.51 WEST GROUP NORTH 284940 212539-1-AUG18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 1,466.50 POLICE STATION 284941 217026-4-AUG18 3304.6405 Electricity Bldg/Facilities Maintenance 7,104.08 PARKS 284942 220593-8-AUG18 6601.6405 Electricity General/Administrative-Arena 59.61 SIGNAL LITES 284943 224458-0-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 5.00 SIREN 284944 224623-9-AUG18 1106.6405 Electricity Emergency Preparedness 5.00 SIREN 284945 224624-7-AUG18 1106.6405 Electricity Emergency Preparedness 5.00 SIREN 284946 224625-4-AUG18 1106.6405 Electricity Emergency Preparedness 2,166.49 WELL #18 284947 224626-2-AUG18 6154.6409 Electricity-Wells/Booster Stat South Plant Building 28.09 DEERWOOD RESERVOIR 284948 224893-8-AUG18 6154.6409 Electricity-Wells/Booster Stat South Plant Building 78.18 STREET LIGHTS 284949 226048-7-AUG18 6301.6406 Electricity-Street Lights Street Lighting 96.24 STREET LIGHTS 284950 226049-5-AUG18 6301.6406 Electricity-Street Lights Street Lighting 149.66 STREET LIGHTS 284951 226050-3-AUG18 6301.6406 Electricity-Street Lights Street Lighting 72.29 STREET LIGHTS 284952 226051-1-AUG18 6301.6406 Electricity-Street Lights Street Lighting 84.96 STREET LIGHTS 284953 226052-9-AUG18 6301.6406 Electricity-Street Lights Street Lighting 1,736.37 AQUATIC ADMIN BLDG 284954 256881-4-AUG18 6719.6405 Electricity Building Maintenance 414.07 AQUATIC PARKING LOT LIGHT 284955 263297-4-AUG18 6719.6405 Electricity Building Maintenance 5,507.18 AQUATIC MECH BLDG 284956 272182-7-AUG18 6719.6405 Electricity Building Maintenance 498.90 AQUATIC CHANGE FACILITY 284957 272183-5-AUG18 6719.6405 Electricity Building Maintenance 14.00 WEST GROUP SOUTH 284958 300763-0-AUG18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 43.59 SIGNAL LITES 284959 313124-0-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 43.85 SIGNAL LITES 284960 313127-3-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 547.32 GENERATOR 284961 326096-5-AUG18 3304.6405 Electricity Bldg/Facilities Maintenance 51.79 THOMAS LAKE PARK 284962 348080-3-AUG18 3106.6405 Electricity Structure Care & Maintenance 56.28 THRESHER PARK 284963 349188-3-AUG18 3106.6405 Electricity Structure Care & Maintenance 33.72 SIGNAL LITES 284964 357166-1-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 14.00 1960 CLIFF LAKE RD AERATOR 284965 412466-5-AUG18 6520.6405 Electricity Basin Mgmt-Aeration 14.38 DIGITAL SPEED LIMIT DISPLAY 284966 417173-2-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 61.27 THRESHER PARK BLDG 284967 427290-2-AUG18 3106.6405 Electricity Structure Care & Maintenance 260.21 BRIDGE LIGHTS EFF 10/21/08 284968 440715-1-AUG18 6301.6406 Electricity-Street Lights Street Lighting 14.77 IRRIGATION MEDIAN LANDSCAPING 284969 452288-4-AUG18 2271.6405 Electricity Boulevard/Ditch Mtn 90.48 RAH/DIFFLEY RD #LIGHTS 284970 453294-1-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 14.25 4237 DANIEL DR #SIGN 284971 456815-0-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 14.25 4266 DANIEL DR #SIGN 284972 456817-6-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 6,624.56 CIVIC ICE ARENA 284973 463323-6-AUG18 6601.6405 Electricity General/Administrative-Arena 90.99 STREET LIGHTS 284974 483732-4-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 41.03 SIGNAL 284975 509475-0-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 11Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 200996 10/5/2018 100050 DAKOTA ELECTRIC Continued... 133.11 DE SWITCH/COMM BLDG 284976 529232-1-AUG18 6147.6408 Electricity-Lift Stations North Plant Production 199.93 EAGAN SWITCH/COMM BLDG 284977 529233-9-AUG18 6147.6408 Electricity-Lift Stations North Plant Production 202.36 CAMPUS GENERATOR/TRANSFORMER 284978 529234-7-AUG18 6147.6408 Electricity-Lift Stations North Plant Production 373.89 DENMARK LIFT REPLACES 163410-4 284979 532128-6-AUG18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 409.06 WITHAM LANE LIFT STATION 284980 545622-3-AUG18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 47.10 SIGNAL 284981 549208-7-AUG18 6301.6407 Electricity-Signal Lights Street Lighting 2,654.27 WELL #3 284982 555257-5-AUG18 6146.6409 Electricity-Wells/Booster Stat North Plant Building 151.70 BRINE/SALT STORAGE 284983 555450-6-AUG18 3304.6405 Electricity Bldg/Facilities Maintenance 315.01 UTILITY BUILDING 284984 555451-4-AUG18 6146.6405 Electricity North Plant Building 20.90 AERATOR 284985 557042-9-AUG18 6520.6405 Electricity Basin Mgmt-Aeration 31.18 WIDGEON WAY 284986 571231-0-AUG18 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 947.46 REFUND ESCROW BALANCE 285006 091918 9001.2245 J0398 Escrow - Private Development F General Fund 120,494.98 200997 10/5/2018 100447 DALCO 66.81 CUSTODIAL SUPPLIES 284708 3361037 3304.6223 Building/Cleaning Supplies Bldg/Facilities Maintenance 1,685.41 CUSTODIAL SUPPLIES 284711 3359206 3304.6223 Building/Cleaning Supplies Bldg/Facilities Maintenance 2,332.25 CUSTODIAL SUPPLIES 284712 3359060 6827.6223 Building/Cleaning Supplies Building Maintenance 4,084.47 200998 10/5/2018 148182 DATABANK HOLDINGS LTD 1,060.90 AE DATABANK SPACE RENTAL 285066 42942 4005.6456 Building Rental AccessEagan 1,060.90 200999 10/5/2018 101593 D'FENCE 10,600.00 FENCE REPAIRS 285181 6138 3118.6630 Other Improvements Athletic Field Mtn/Setup 10,600.00 201000 10/5/2018 101693 DICK'S SANITATION SERVICE INC. 198.65 C 284698 DT0002259876 6827.6539 Waste Removal/Sanitation Servi Building Maintenance 198.65 C 284698 DT0002259876 6827.6539 Waste Removal/Sanitation Servi Building Maintenance 198.65-COMPOST 284698 DT0002259876 6827.6539 Waste Removal/Sanitation Servi Building Maintenance 57.88 COMPOST 284703 DT0002278653 3313.6539 Waste Removal/Sanitation Servi Fire Buildings 256.53 201001 10/5/2018 115141 DISPLAY SALES COMPANY 1,157.72 FIRE FLAGS NEW LOGO 285072 016293 1221.6220 Operating Supplies - General Administration-Fire 1,157.72 201002 10/5/2018 152845 DISTINCTIVE DESIGN BUILDINGS LLC 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 12Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201002 10/5/2018 152845 DISTINCTIVE DESIGN BUILDINGS LLC Continued... 32.50 285139 092618 9220.2250 Escrow Deposits Public Utilities 32.50 201003 10/5/2018 100939 DPC INDUSTRIES, INC. 1,808.00 CL2 NTP 285028 827001810-18 6147.6244 Chemicals & Chemical Products North Plant Production 1,808.00 201004 10/5/2018 104669 DSI - LSI 56.37 CH/PD COMPOST 284779 DT0002274837 3304.6539 Waste Removal/Sanitation Servi Bldg/Facilities Maintenance 54.40 WASTE REMOVAL 284779 DT0002274837 6603.6539 Waste Removal/Sanitation Servi Building Repair & Maint. 110.77 201005 10/5/2018 150747 EAGAN KICK-START ROTARY CLUB 205.00 ROTARY DUES 284770 416 3001.6476 Conferences/Meetings/Training General/Admn-Recreation 205.00 ROTARY, Q4 EXPENSES 285073 414 0201.6477 Local Meeting Expenses General & Admn-Admn 410.00 201006 10/5/2018 100060 ECM PUBLISHERS INC 208.50 WEEKLY MARKET FEST AD 284668 630455 3061.6357 Advertising/Publication Market Fest 208.50 WEEKLY MARKET FEST AD 284845 632209 3061.6357 Advertising/Publication Market Fest 44.99 ORD 579 PUBLICATION 284860 631941 0401.6359 Legal Notice Publication General & Admn-City Clerk 32.72 PH - CARVANA 284861 631942 0401.6359 Legal Notice Publication General & Admn-City Clerk 32.72 PH - VIKING LAKES 284862 631943 0401.6359 Legal Notice Publication General & Admn-City Clerk 32.72 PH - CEMSTONE 284863 631944 0401.6359 Legal Notice Publication General & Admn-City Clerk 560.15 201007 10/5/2018 102620 ECOLAB 21.43 CLEANING SUPPLIES 284837 873268 6719.6223 Building/Cleaning Supplies Building Maintenance 21.43 201008 10/5/2018 101418 EDINA REALTY TITLE TRUST ACCOUNT 5.38 285164 092618 9220.2250 Escrow Deposits Public Utilities 5.38 201009 10/5/2018 142034 ELECTRIC PUMP 1,315.95 STORM LIFT STATION REPAIRS 284754 63655-IN 6439.6432 Utility System Repair-Labor Lift Station Maintenanc/Repair 1,250.00 STORM LIFT STATION REPAIRS 284755 63657 6439.6432 Utility System Repair-Labor Lift Station Maintenanc/Repair 2,565.95 201010 10/5/2018 101006 EMERGENCY AUTO TECHNOLOGIES 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 13Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201010 10/5/2018 101006 EMERGENCY AUTO TECHNOLOGIES Continued... 604.00 OPTICOM 2X DETECTIVE SQ 284747 DL090618-28 3511.6680 Mobile Equipment Equip Rev Fd-Dept 11 604.00 201011 10/5/2018 152585 EPG SECURITY GROUP 99.80 EPG - SECURITY 284752 15046 6801.6535 Other Contractual Services General & Administrative 99.80 EPG - SECURITY 285228 15075 6801.6535 Other Contractual Services General & Administrative 199.60 201012 10/5/2018 152859 ERICKSON, MARK 70.28 285148 092618 9220.2250 Escrow Deposits Public Utilities 70.28 201013 10/5/2018 114540 ESS BROTHERS & SONS, INC. 837.00 STORM MANHOLE COVERS 285010 YY6482 6449.6260 Utility System Parts/Supplies Manhole Insp/Mtn/Repair 837.00 201014 10/5/2018 152843 EWELL, JIM 50.12 285166 092618 9220.2250 Escrow Deposits Public Utilities 50.12 201015 10/5/2018 100062 FACTORY MOTOR PARTS CO 128.04 UNIT 313 284724 1-5696117 9001.1415 Inventory - Parts General Fund 31.37 UNIT 313 284733 1-5696514 9001.1415 Inventory - Parts General Fund 20.25 UNIT 501 285092 1-5709960 9001.1415 Inventory - Parts General Fund 179.66 201016 10/5/2018 100451 FASTENAL COMPANY 17.69 BOLTS PD SQUADS 284722 MNTC1220599 1104.6231 Mobile Equipment Repair Parts Patrolling/Traffic 4.50 284732 MNTC1220700 2401.6241 Shop Materials Gen/Adm-Central Services 4.50 SHOP SUPLIES 284732 MNTC1220700 2401.6241 Shop Materials Gen/Adm-Central Services 4.50-284732 MNTC1220700 2401.6241 Shop Materials Gen/Adm-Central Services 110.83 285029 MNTC1221176 6146.6230 Repair/Maintenance Supplies-Ge North Plant Building 154.26 PLUMBING SUPPLIES / STOCK 285135 MNTC1221292 6146.6260 Utility System Parts/Supplies North Plant Building 1,000.05 NTP PLUMBING SUPPLY PARTS 285245 MNTC1221246 6146.6260 Utility System Parts/Supplies North Plant Building 484.00 STP PLUMBING SUPPLY PARTS 285245 MNTC1221246 6154.6260 Utility System Parts/Supplies South Plant Building 1,771.33 201017 10/5/2018 100437 FILTRATION SYSTEMS INC 136.86 COTTONWOOD SCREEN 285023 87080 6148.6233 Building Repair Supplies North Well Field 136.86 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 14Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201017 10/5/2018 100437 FILTRATION SYSTEMS INC Continued... 201018 10/5/2018 122976 FIRE SAFETY USA INC. 5,892.00 UNIFORM T-SHIRTS 284772 113183 1221.6224 Clothing/Personal Equipment Administration-Fire 798.00 FIRE SAFETY USA-UNIT 1212 284838 111024 1224.6425 Mobile Equipment Repair Labor Engineer 355.00 FIRE SAFETY USA-UNIT 1213 284839 112019 1224.6425 Mobile Equipment Repair Labor Engineer 456.51 FIRE SAFETY USA-UNIT 1213 284840 111753 1224.6425 Mobile Equipment Repair Labor Engineer 915.00 FIRE GLOVES 285008 111298 1225.6224 Clothing/Personal Equipment Fire / EMS Equipment 7,500.00 NDTA-INSTRUCTOR GEAR 285059 115449 1222.6320 Instructors Northern Dakota Trng Academy 3,200.00 FIRE GEAR 285059 115449 1225.6224 Clothing/Personal Equipment Fire / EMS Equipment 66.00 GEAR NAMEPLATES 285062 112382 1225.6224 Clothing/Personal Equipment Fire / EMS Equipment 1,625.00 FAN BATTERIES 285063 111857 1225.6234 Field/Other Equipment Repair Fire / EMS Equipment 364.75 FIRE GLOVES 285251 115454 1225.6224 Clothing/Personal Equipment Fire / EMS Equipment 21,172.26 201019 10/5/2018 151415 FISCHER BROS LLC 25,147.50 R AND R - TOWER REPLACEMENT 284679 1911 6724.6670 Other Equipment Capital Replacement(Cr 1114) 20,265.00 R AND R - SLIDE RECOATING 284680 1910 6724.6670 Other Equipment Capital Replacement(Cr 1114) 45,412.50 201020 10/5/2018 110996 FISCHLER & ASSOCIATES PA,GARY L. 1,250.00 PD PSYCH ASSESSMENTS 284846 10517 1001.6319 Medical Services - Other General/Admn-Human Resources 1,250.00 201021 10/5/2018 143971 FLEETPRIDE 1,119.68 UNIT 122 285094 9396152 9001.1415 Inventory - Parts General Fund 59.25 RO 1048 UNIT 126 285128 9410184 9001.1415 Inventory - Parts General Fund 1,178.93 201022 10/5/2018 102588 FLEXIBLE PIPE TOOL COMPANY 455.00 SEWER MAINTENANCE 284753 22895 6238.6240 Small Tools Sewer Main Maintenance 455.00 201023 10/5/2018 111768 FRONTIER COMMUNICATIONS OF MN 131.50 284851 2231244-S-18253 -SEP18 6239.6352 Telephone Circuits Lift Station Maintenanc/Repair 131.50 201024 10/5/2018 147955 GALLS LLC 139.46 TENNESSEN UNIFORM 284739 10705072 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 170.96 LOUNSBURY UNIFORM 284742 10679393 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 15Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201024 10/5/2018 147955 GALLS LLC Continued... 43.80 LOUNSBURY UNIFORM 284808 10715033 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 61.29 KRITZECK UNIFORM 284809 10715013 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 27.69 SYVERTSEN UNIFORM 284810 010716530 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 9.99 DORUMSGAARD UNIFORM 284822 10750694 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 16.00 RATZLOFF UNIFORM 284828 10766464 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 18.50 MASON UNIFORM 285020 10814678 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 487.69 201025 10/5/2018 100465 GERTEN GREENHOUSES 906.13 TURF SUPPLY 285222 1997/12 3116.6253 Turf Maintenance & Landscape S Noxious Weed Control 215.00 TRAPP FARM FIRE RING 285260 36998/6 3214.6630 Other Improvements Landscape Planting-Park Sites 1,121.13 201026 10/5/2018 102980 GILBERT MECHANICAL CONTRACTORS, INC. 914.80 HVAC REPAIR 284705 171076 3313.6535 Other Contractual Services Fire Buildings 914.80 201027 10/5/2018 101372 GLOBAL SPECIALTY CONTRACTORS 13,999.39 SKATEPARK CIP-GLOBAL SPEC 285159 218204-3 2850.6750 Administration HUD Athletic Site 13,999.39 201028 10/5/2018 150913 GO FETCH MECHANICAL LLC 901.06 HVAC REPAIR 284700 2119_4170 3313.6535 Other Contractual Services Fire Buildings 901.06 201029 10/5/2018 130712 GOPHER SIGN COMPANY 175.93 STREET ID BRACKETS 284780 104436 2242.6257 Signs & Striping Material Signs-Installation & Mtn 175.93 201030 10/5/2018 100077 GOPHER ST ONE CALL 1,669.95 ONE CALL FEE 284719 8080333 6234.6356 One Call Service Fee Utility Locates 430.65 ONE CALL FEE 284719 8080333 4002.6569 Maintenance Contracts Fiber capacity project 2,100.60 201031 10/5/2018 152667 GRACENOTE MEDIA SERVICES LLC 400.00 ELECTRONIC PROGRAM GUIDE ETV 285019 9747007626 9701.6310 Professional Services-General PEG-eligible 400.00 201032 10/5/2018 101884 GRAFIX SHOPPE 510.00 DECALS FOR VEHICLES 284734 123152 9001.1415 Inventory - Parts General Fund 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 16Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201032 10/5/2018 101884 GRAFIX SHOPPE Continued... 510.00 201033 10/5/2018 152886 GUNNAR ELECTRIC INC 9,525.00 SPLASHPAD3PH 285136 18019-1 2861.6754 Utilities Central Park 9,525.00 201034 10/5/2018 100083 HACH CO 55.99 EQUIPMENT REPAIR PARTS 284667 11122099 6528.6232 Small Equipment Repair Parts Basin Mgmt-Water Spl/Studies/M 55.99 201035 10/5/2018 152844 HAFNER, ANDREW 23.55 285138 092618 9220.2250 Escrow Deposits Public Utilities 23.55 201036 10/5/2018 100084 HANCO 1,496.32 UNITS 328,329 284727 434727 9001.1415 Inventory - Parts General Fund 1,496.32 201037 10/5/2018 132043 HANSEN THORP PELLINEN OLSON INC. 2,655.51 FS 5 RE-PLAT 284687 48343 9337.6310 Professional Services-General Community Investment 3,066.33 35E/DUCKWOOD FINAL PLAT 284689 48346 9337.6310 Professional Services-General Community Investment 5,721.84 201038 10/5/2018 100085 HARDWARE HANK 54.96 SHOP SUPPLIES 284682 1753194 3304.6241 Shop Materials Bldg/Facilities Maintenance 29.90 SQUAD KEYS 284811 1787637 1104.6226 Public Safety Supplies Patrolling/Traffic 99.49 CHAIN SAW REPAIR 285003 1782389 6232.6426 Small Equipment Repair-Labor Equipment Maintenance/Repair 8.98 SMALL TOOLS FOR MANHOLE REPAIR 285013 1763650 6250.6240 Small Tools Manhole Insp/Mtn/Repair 8.48 SUPPLIES 285014 1786232 6528.6220 Operating Supplies - General Basin Mgmt-Water Spl/Studies/M 7.14 NTP ADMIN SIDE 285024 1782190 6146.6233 Building Repair Supplies North Plant Building 15.47 STP AIR DRIER 285025 1781874 6155.6233 Building Repair Supplies South Plant Production 25.18 GLASS CLEANER 285064 1787437 1221.6210 Office Supplies Administration-Fire 2.49 JETTING 285082 1783820 6232.6231 Mobile Equipment Repair Parts Equipment Maintenance/Repair 12.98 SMALL TOOLS FOR MANHOLE REPAIR 285083 1757465 6449.6240 Small Tools Manhole Insp/Mtn/Repair 385.85 CHAIN SAW 285084 1774992 6435.6240 Small Tools Storm Pond Maintn/Inspection 1.98 EQUIP PARTS 285174 1785254 3129.6231 Mobile Equipment Repair Parts Shop Mtn/General Repairs 11.95 EQUIP PARTS 285202 1786656 3129.6231 Mobile Equipment Repair Parts Shop Mtn/General Repairs 13.91 BLDG REPAIR PARTS 285205 1788141 3106.6233 Building Repair Supplies Structure Care & Maintenance 5.99 BLDG REPAIR PARTS 285206 1788050 3106.6233 Building Repair Supplies Structure Care & Maintenance 1.10 NUTS/BOLTS 285225 1788189 3106.6220 Operating Supplies - General Structure Care & Maintenance 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 17Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201038 10/5/2018 100085 HARDWARE HANK Continued... 685.85 201039 10/5/2018 121622 HASTINGS, CITY OF 7,188.62 GIPSON 8/6-9/2/18 284735 201809060193 9695.6310 Professional Services-General Dakota Co Drug Task Force 7,188.62 201040 10/5/2018 100064 HAWKINS WATER TRTMNT GROUP INC 3,235.70 NAMN04 NTP PLANT 285027 4361567 6147.6244 Chemicals & Chemical Products North Plant Production 3,235.70 201041 10/5/2018 100267 HAYES ELECTRIC 179.54 FACILITY REPAIR PARTS 284672 4215 3109.6239 Park Facility Repair Parts Lighting Maintenance 460.00 FACILITY REPAIR LABOR 284672 4215 3109.6431 Park Facility Repair-Labor Lighting Maintenance 639.54 201042 10/5/2018 152861 HEIR, LYLE 25.57 285150 092618 9220.2250 Escrow Deposits Public Utilities 25.57 201043 10/5/2018 138577 HENNEPIN COUNTY ATTORNEY'S OFFICE (R) 950.60 20% FORFEITURE PROCEEDS 285236 091818 9695.2192 Due to County Govt Dakota Co Drug Task Force 950.60 201044 10/5/2018 148846 HER, YANG YEE 4.00 284868 091218 3061.6220 PR004 Operating Supplies - General Market Fest 24.00 284868 091218 3061.6220 PR005 Operating Supplies - General Market Fest 28.00 201045 10/5/2018 152853 HER-VANG, XONG 13.76 285144 092618 9220.2250 Escrow Deposits Public Utilities 13.76 201046 10/5/2018 102599 HIRSHFIELD'S PAINT MANUFACTURING 1,900.00 FIELD MARKING PAINT 285153 122790 3118.6251 Athletic Field Supplies Athletic Field Mtn/Setup 42.98 STAIN 285177 37120031 3103.6220 Operating Supplies - General Site Amenity Maintenance 1,942.98 201047 10/5/2018 100297 HOLIDAY COMMERCIAL 26.33 NELSON MC FUEL 284841 1400-006-311-45 8-090818 1104.6235 Fuel, Lubricants, Additives Patrolling/Traffic 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 18Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201047 10/5/2018 100297 HOLIDAY COMMERCIAL Continued... 184.76 SQUAD CAR WASH 284841 1400-006-311-45 8-090818 1104.6354 Car Washes Patrolling/Traffic 57.94 FUEL 285173 1400-006-310-71 0-090818 3118.6235 Fuel, Lubricants, Additives Athletic Field Mtn/Setup 269.03 201048 10/5/2018 100627 HOME DEPOT CREDIT SERVICES 9.88 SHOP TOOLS 284987 4019781 3104.6240 Small Tools Site Amenity Installation 32.73 SHOP SUPPLIES 284988 1010220 3104.6220 Operating Supplies - General Site Amenity Installation 29.97 RATCHET WRENCH 284989 1021998 3106.6233 Building Repair Supplies Structure Care & Maintenance 11.96 AERATOR WASHER 284990 1560657 3106.6233 Building Repair Supplies Structure Care & Maintenance 68.72 CONCRETE 284991 10421 3104.6252 Parks & Play Area Supplies Site Amenity Installation 67.42 SHOP CLEANING SUPPLIES 284992 9010574 3106.6223 Building/Cleaning Supplies Structure Care & Maintenance 9.44 SUPPLIES 284993 9010684 3104.6220 Operating Supplies - General Site Amenity Installation 25.93 HOSE 284994 8010887 3106.6233 Building Repair Supplies Structure Care & Maintenance 169.00 MILWAUKEE GRINDER 284995 8010903 3103.6240 Small Tools Site Amenity Maintenance 192.78 EXTENSION CORDS 284996 7093131 3071.6227 Recreation Equipment/Supplies MN State Arts Board 127.41 LIGHTING SUPPLIES 284997 4011481 3106.6233 Building Repair Supplies Structure Care & Maintenance 43.25 TOOLS 284998 1011917 3104.6240 Small Tools Site Amenity Installation 9.45 SUPPLIES 284999 1011918-1 3106.6233 Building Repair Supplies Structure Care & Maintenance 59.30 PAINTING SUPPLIES 285000 7012561 3106.6620 Buildings Structure Care & Maintenance 21.35 GARAGE DOOR SUPPLIES 285001 7012563 3304.6233 Building Repair Supplies Bldg/Facilities Maintenance 14.55 SUPPLIES 285002 7561809 3106.6233 Building Repair Supplies Structure Care & Maintenance 3.98 SUPPLIES 285053 6012722 3106.6233 Building Repair Supplies Structure Care & Maintenance 102.88 LOPPER & PRUNER 285095 6157506 3222.6240 Small Tools Equipment Mtn 35.79 SUPPLIES 285096 6591954 3127.6231 Mobile Equipment Repair Parts Equipment Maintenance/Repair 27.97 BROOM 285097 5012953 3129.6220 Operating Supplies - General Shop Mtn/General Repairs 79.97 THERMOSTAT 285098 5012987 3106.6233 Building Repair Supplies Structure Care & Maintenance 6.48 SHIMS 285099 4094372 3129.6220 Operating Supplies - General Shop Mtn/General Repairs 18.45 PLYWOOD 285100 7014049 3104.6252 Parks & Play Area Supplies Site Amenity Installation 1.40 SUPPLIES 285101 7014066 3106.6223 Building/Cleaning Supplies Structure Care & Maintenance 6.27 SUPPLIES 285102 7014133 3106.6233 Building Repair Supplies Structure Care & Maintenance 27.92 SOD 285103 7213151 3108.6253 Turf Maintenance & Landscape S Park Improvements 6.77 SUPPLIES 285104 2023798 6602.6240 Small Tools Equipment Repair & Maint. 45.91 SUPPLIES 285104 2023798 6719.6230 Repair/Maintenance Supplies-Ge Building Maintenance 8.27 SUPPLIES 285105 1562925 6602.6230 Repair/Maintenance Supplies-Ge Equipment Repair & Maint. 9.98 SUPPLIES 285105 1562925 6719.6240 Small Tools Building Maintenance 28.26 SUPPLIES 285106 7011720 6719.6233 Building Repair Supplies Building Maintenance 25.94 SUPPLIES 285107 7011721 6603.6230 Repair/Maintenance Supplies-Ge Building Repair & Maint. 116.92 TV MOUNT 285108 9080966 6719.6233 Building Repair Supplies Building Maintenance 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 19Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201048 10/5/2018 100627 HOME DEPOT CREDIT SERVICES Continued... 39.77 SUPPLIES 285109 8081057 6719.6233 Building Repair Supplies Building Maintenance 31.92 SUPPLIES 285110 4013804 6719.6230 Repair/Maintenance Supplies-Ge Building Maintenance 58.16 WOOD SUPPLIES 285111 2023811 2240.6256 Snow Removal/Ice Control Suppl Street Plowing/Sanding 5.98 LIME A WAY 285112 6010419 2270.6256 Snow Removal/Ice Control Suppl Building And Grounds-Mtn 6.20 CONCRETE 285113 9024570 2242.6257 Signs & Striping Material Signs-Installation & Mtn 14.48 PAINTING SUPPLIES 285114 7011682 9001.1415 Inventory - Parts General Fund 6.20 CONCRETE 285115 12734 2242.6257 Signs & Striping Material Signs-Installation & Mtn 16.95 SUPPLIES 285116 3014076 2270.6220 Operating Supplies - General Building And Grounds-Mtn 21.38 STAPLES - GUN RANGE 285117 9097225 1104.6228 Ammunition Patrolling/Traffic 1,647.34 201049 10/5/2018 101708 HONSA LIGHTING SALES & SVC. INC. 422.90 LIGHT BULBS 284699 85652 3304.6233 Building Repair Supplies Bldg/Facilities Maintenance 422.90 201050 10/5/2018 100089 HOSE CONVEYORS INC 23.56 IRRIGATION REPAIR PARTS 285224 76548 3117.6234 Field/Other Equipment Repair Irrigation System Mtn/Install 23.56 201051 10/5/2018 148985 HP INC. 230.00 LAPTOP DOCKING STATION 284749 60438706 6501.6670 Other Equipment G/A - Water Quality 968.00 SPEAKMAN LAPTOP-WAS MAC 284750 60429593 1101.6660 Office Furnishings & Equipment General/Admn-Police 1,936.00 CNT AND PDDEMP LAPTOP 284750 60429593 1104.6660 Office Furnishings & Equipment Patrolling/Traffic 92.00 SPEAKMAN DOCKING STATION 284751 60413177 1101.6660 Office Furnishings & Equipment General/Admn-Police 3,226.00 201052 10/5/2018 147691 HR SIMPLIFIED INC. 458.00 HR SIMPLIFIED 285249 57303 1001.6535 Other Contractual Services General/Admn-Human Resources 458.00 201053 10/5/2018 149714 HYDROCORP 5,365.00 CROSS CONNECTION CONTROL PROG 285223 49594-IN 6131.6310 Professional Services-General Water Customer Service 5,365.00 201054 10/5/2018 152875 IGNEOUS METAL ARTS 150.00 IRON MELTING MATERIALS AND LAB 285256 IMA_18_002 3098.6535 Other Contractual Services Senior Arts Programming(Aroha) 150.00 201055 10/5/2018 143243 IMPACT PROVEN SOLUTIONS 1,646.39 MAILING MONTHLY UB STMTS 285219 135265 6101.6535 Other Contractual Services Water -Administration 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 20Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201055 10/5/2018 143243 IMPACT PROVEN SOLUTIONS Continued... 1,646.40 MAILING MONTHLY UB STMTS 285219 135265 6201.6535 Other Contractual Services San Sewer-Administration 3,292.79 201056 10/5/2018 104674 INDELCO PLASTICS CORP. 561.47 WELL 16 REPAIR PARTS WATER LEA 285243 064505 6148.6260 Utility System Parts/Supplies North Well Field 561.47 201057 10/5/2018 149612 INTEGRATED LOSS CONTROL INC. 686.00 SAFETY CONSULTANT 284847 12546 1001.6475 Miscellaneous General/Admn-Human Resources 686.00 201058 10/5/2018 115944 INTEREUM, INC. 1,676.38 PHASE II OFFICE FURNITURE 284665 148758 5501.6660 Office Furnishings & Equipment CMF expansion phase II 249.32 FURNISHING CMF PHASE 2 285070 148909 5501.6660 Office Furnishings & Equipment CMF expansion phase II 1,925.70 201059 10/5/2018 142756 J & B EQUIPMENT COMPANY INC. 1,162.50 LEX DIFFLEY LOAD TEST CRAIN 285242 91303 6133.6630 P1288 Other Improvements Booster Station Maint/Repair 1,162.50 201060 10/5/2018 100508 J R'S APPLIANCE DISPOSAL INC 35.00 BLDG REPAIR PARTS 285193 96050 3304.6233 Building Repair Supplies Bldg/Facilities Maintenance 10.00 BLDG REPAIR PARTS 285194 96042 3304.6233 Building Repair Supplies Bldg/Facilities Maintenance 45.00 201061 10/5/2018 144674 JACKSON & ASSOCIATES LLC 1,630.00 SUN LIGHT REPLACEMENT ON SHED 284681 7291 6719.6233 Building Repair Supplies Building Maintenance 1,630.00 201062 10/5/2018 113288 JACOBS TRUCKING, INC. 784.00 WATERMAIN REPAIR HAULING 285182 27765 6160.6432 Utility System Repair-Labor Main Maintenance/Repair 784.00 201063 10/5/2018 151879 JOHNSON CONTROLS FIRE PROTECTION LP 352.24 FIRE ALARM REPAIR 285152 85193102 3304.6535 Other Contractual Services Bldg/Facilities Maintenance 352.24 201064 10/5/2018 152857 JOHNSON, SARA 24.35 285147 092618 9220.2250 Escrow Deposits Public Utilities 24.35 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 21Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201064 10/5/2018 152857 JOHNSON, SARA Continued... 201065 10/5/2018 152874 JOSEF ABLE MEATS 10.00 SNAP REIMB 285257 091218 3061.6220 PR003 Operating Supplies - General Market Fest 1.00 SNAP REIMB 285257 091218 3061.6220 PR004 Operating Supplies - General Market Fest 11.00 201066 10/5/2018 142496 KAUFMAN ENTERPRISES INC. 38,712.21 STORM GRUBBING 285196 15123 6438.6432 Utility System Repair-Labor Storm Main Maintenance/Repair 38,712.21 201067 10/5/2018 152847 KAVOOSI, ROB 57.20 285141 092618 9220.2250 Escrow Deposits Public Utilities 57.20 201068 10/5/2018 111769 KEEPRS INC. 200.00-CLOTHING/EQUIPMENT 274341 327599-81 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 888.79 BOESEL UNIFORM 284812 385155 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 625.65 ISKAT UNIFORM 284814 385153 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 888.79 JUELFS UNIFORM 284815 385154 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 2,203.23 201069 10/5/2018 150893 KLEIN UNDERGROUND LLC 773.75 HYDRANT RESTORATIONS 284756 77492 6160.6429 Street Repair-Labor Main Maintenance/Repair 810.00 HYDRANT RESTORATIONS 284757 77507 6160.6429 Street Repair-Labor Main Maintenance/Repair 1,972.50 CATCHBASIN REPAIR 285184 77303 6449.6429 Street Repair-Labor Manhole Insp/Mtn/Repair 650.00 WATERMAIN RESTORATIONS 285189 77318 6160.6429 Street Repair-Labor Main Maintenance/Repair 669.00 WATERMAIN RESTORATIONS 285190 77368 6160.6429 Street Repair-Labor Main Maintenance/Repair 425.00 STORM RESTORATION 285191 77369 6449.6429 Street Repair-Labor Manhole Insp/Mtn/Repair 250.00 WATERMAIN RESTORATIONS 285192 77394 6160.6429 Street Repair-Labor Main Maintenance/Repair 250.00 STORM MANHOLE RESTORATIONS 285195 77395 6449.6429 Street Repair-Labor Manhole Insp/Mtn/Repair 5,800.25 201070 10/5/2018 148994 KNOT, THE 5,507.33 THE KNOT - ADVERTISING 284782 INV00744841 6825.6357 Advertising/Publication Marketing 5,507.33 201071 10/5/2018 100061 KRAEMER MINING & MATERIALS INC. 350.26 STREET REPAIR SUPPLIES 284859 272998 2220.6255 Street Repair Supplies Bituminous Surface Maint 321.32 FILL MATERIAL 285210 272999 6160.6255 Street Repair Supplies Main Maintenance/Repair 671.58 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 22Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201071 10/5/2018 100061 KRAEMER MINING & MATERIALS INC.Continued... 201072 10/5/2018 146762 KRAFT CONTRACTING & MECHANICAL LLC 2,890.00 COOLING COIL STP 284774 13181 6154.6427 Building Operations/Repair-Lab South Plant Building 2,890.00 201073 10/5/2018 119883 KROOG, RACHAEL 300.00 KROOG.RACHAEL.PICKLEBALL.INST 285252 09/14/18 9592.2862 Deferred Revenue Benefit Accrual 300.00 201074 10/5/2018 134127 LANGER CONSTRUCTION CO 1,500.00 FIN GUARANTEE REFUND 284759 091718 9001.2250.694 Langer Const 3385 Hwy 149 S fi General Fund 1,500.00 201075 10/5/2018 100644 LANGUAGE LINE SERVICES 23.21 LANGUAGE LINE MONTHLY 284842 4397288 1104.6310 Professional Services-General Patrolling/Traffic 23.21 201076 10/5/2018 100662 LAW ENFORCEMENT LABOR 3,283.00 OCTOBER 2018 UNION DUES 285123 OFFICER/SRGS 10/5/18 9592.2026 Ded Pay - Pol Off Unio Benefit Accrual 3,283.00 201077 10/5/2018 139061 LEXISNEXIS RISK DATA MANAGEMENT INC 1,312.50 DORS MONTHLY 284813 805944-20180831 9335.6270 Computer Software Equipment Revolving 1,312.50 201078 10/5/2018 137999 LIBERTY TIRE RECYCLING LLC 62.00 SCRAP TIRE 285091 1444131 9001.1415 Inventory - Parts General Fund 62.00 201079 10/5/2018 100490 LIFEWORKS 72.46 BLDG CONTRACT CLEANING 284652 060646 3106.6537 Janitorial Service Structure Care & Maintenance 72.46 201080 10/5/2018 152873 LINK CABINETS LLC 8,800.00 WORKROOM REMODEL 285263 160 6146.6650 Furniture & Fixtures North Plant Building 8,800.00 201081 10/5/2018 100111 LOGIS 1,890.00 CJDN FEES 284678 45811 1104.6349 Teleprocessing Equipment Patrolling/Traffic 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 23Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201081 10/5/2018 100111 LOGIS Continued... 61,283.54 NETWORK EQUIPMENT 284678 45811 3503.6660 Office Furnishings & Equipment Equip Rev Fd-Dept 03 4,987.50 COPLOGIC-TRITECH INTEGRATION 284678 45811 9335.6270 Computer Software Equipment Revolving 68,161.04 201082 10/5/2018 100116 MACQUEEN EQUIP 694.00 UNIT 138 284720 P14974 9001.1415 Inventory - Parts General Fund 376,771.00 VEHICLE REPLACEMENT 285203 E00451 6238.6680 Mobile Equipment Sewer Main Maintenance 377,465.00 201083 10/5/2018 145890 MANSFIELD OIL COMPANY 19,871.32 FIXED CONTRACT FUEL 284653 159917 9001.1415 Inventory - Parts General Fund 19,871.32 201084 10/5/2018 152881 MARFELL, VINCENT 299.00 18-DC-745 REIMB FILING FEES 285265 092818 9695.6589 Forfeiture Expenditures Dakota Co Drug Task Force 299.00 201085 10/5/2018 100118 MARKS TOWING 75.00 TOWING-SQUAD 284744 495316 1104.6538 Towing Charges Patrolling/Traffic 75.00 TOWING 284745 495275 1104.6538 Towing Charges Patrolling/Traffic 75.00 TOWING-SQUAD 284824 495406 1104.6538 Towing Charges Patrolling/Traffic 75.00 TOWING-SQUAD 284825 495418 1104.6538 Towing Charges Patrolling/Traffic 75.00 TOWING-SQUAD 284826 495407 1104.6538 Towing Charges Patrolling/Traffic 375.00 201086 10/5/2018 152879 MATERIALS EVALUATION AND ENGINEERING INC 5,560.00 SUMMERBROOKE PIPE EVAL 285258 40807 6102.6310 Professional Services-General Investigation 2,904.16 EVAL - IRON PIPE LEAK AND MAT 285268 40808 9001.2245 Escrow - Private Development F General Fund 8,464.16 201087 10/5/2018 100571 MENARDS-APPLE VALLEY 7.90 BLDG REPAIR PARTS 285186 47004 3106.6233 Building Repair Supplies Structure Care & Maintenance 7.90 201088 10/5/2018 100685 METRO SALES INC (R) 223.92 COPIER USE 05/18-08/17/18 285239 INV1141696 9695.6210 Office Supplies Dakota Co Drug Task Force 223.92 201089 10/5/2018 100133 MIKES SHOE REPAIR 50.00 GEAR REPAIR - FOSSUM 285065 9172018 1225.6224 Clothing/Personal Equipment Fire / EMS Equipment 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 24Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201089 10/5/2018 100133 MIKES SHOE REPAIR Continued... 50.00 201090 10/5/2018 113004 MIKLYA, THOMAS 1,825.00 K-9 BUILDING - LABOR AND MAT 285227 090618 3511.6680 Mobile Equipment Equip Rev Fd-Dept 11 1,825.00 201091 10/5/2018 102753 MINNCOR INDUSTRIES 135.00 ETV BUSINESS CARDS 285037 SOI-073459 0901.6210 Office Supplies Gen & Admin-Communications 40.00 STEFANKO CARDS 285037 SOI-073459 6801.6210 Office Supplies General & Administrative 175.00 201092 10/5/2018 152885 MINNESOTA VALLEY TESTING LABORATORIES 36.00 SOIL TESTING 285267 937575 6534.6323 Testing Services Basin Mgmt-BMP Mtn 36.00 201093 10/5/2018 100664 MN CHILD SUPPORT 230.73 PAYROLL ENDING 9/29/18 285120 GARNISHMENT 9/29/18 9592.2030 Ded Pay - Garnishments Benefit Accrual 664.51 PAYROLL ENDING 9/29/18 285121 GARNISHMENT 9/29/18-1 9592.2030 Ded Pay - Garnishments Benefit Accrual 354.86 PAYROLL ENDING 9/29/18 285122 GARNISHMENT 9/29/18-2 9592.2030 Ded Pay - Garnishments Benefit Accrual 1,250.10 201094 10/5/2018 121807 MN CLAY COMPANY USA 130.00 PROGRAM EQUIPMENT 284767 106333 3081.6227 Recreation Equipment/Supplies Arts & Humanities Council 550.25 PROGRAM SUPPLIES 284768 106454 3081.6227 Recreation Equipment/Supplies Arts & Humanities Council 680.25 201095 10/5/2018 102019 MN DEPT OF LABOR & INDUSTRY 100.00 ELEVATOR PERMIT 284686 ALR00876701 6827.6480 Licenses, Permits and Taxes Building Maintenance 100.00 ELEVATOR PERMIT 284688 ALR00876031 3314.6480 Licenses, Permits and Taxes Central Maintenance 5,140.03 285086 091318 9001.2195 Due to State - Permit Surcharg General Fund 5,340.03 201096 10/5/2018 120087 MN ENERGY RESOURCES CORP 986.60 CITY HALL 285004 0507679172-0000 1-SEP18 3304.6410 Natural Gas Service Bldg/Facilities Maintenance 959.07 ARENA 285005 0504859971-0000 1-SEP18 6601.6410 Natural Gas Service General/Administrative-Arena 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 25Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201096 10/5/2018 120087 MN ENERGY RESOURCES CORP Continued... 21.37 BRIDLE RIDGE 285035 0502896570-0000 6-SEP18 3106.6410 Natural Gas Service Structure Care & Maintenance 4,916.02 CASCADE BAY 285036 2491559544-0000 0-SEP18 6715.6410 Natural Gas Service Cascade Utilities 149.62 CASCADE BAY 285036 2491559544-0000 0-SEP18 6715.6410 Natural Gas Service Cascade Utilities 48.01 COMMONS 285038 0504332209-0000 1-SEP18 9116.6410 Natural Gas Service Cedar Grove Parking Garage 48.01 EAGAN OUTLETS PKWY 285039 0507382197-0000 1-SEP18 9116.6410 Natural Gas Service Cedar Grove Parking Garage 19.20 MOONSHINE 285040 0506119075-0000 1-SEP18 3106.6410 Natural Gas Service Structure Care & Maintenance 109.97 ART HOUSE 285041 0506085756-0000 1-SEP18 3106.6410 Natural Gas Service Structure Care & Maintenance 1,415.33 SO TRTMT PLNT 285042 0503582559-0000 1-SEP18 6154.6410 Natural Gas Service South Plant Building 102.01 GARAGE 285043 0505182087-0000 1-SEP18 3304.6410 Natural Gas Service Bldg/Facilities Maintenance 54.03 FIREHOUSE #5 285044 0507602491-0000 1-SEP18 3313.6410 Natural Gas Service Fire Buildings 19.96 QUARRY PARK 285045 0507516709-0000 1-SEP18 3106.6410 Natural Gas Service Structure Care & Maintenance 19.20 OLD TOWN HALL 285046 0504848982-0000 1-SEP18 3304.6410 Natural Gas Service Bldg/Facilities Maintenance 19.20 SKYHILL PARK 285047 0505890818-0000 1-SEP18 3106.6410 Natural Gas Service Structure Care & Maintenance 22.99 TIMBERLINE PMPHSE 285048 0502341685-0000 1-SEP18 6146.6410 Natural Gas Service North Plant Building 212.53 PUMPHOUSE #2 285049 0503993940-0000 1-SEP18 6146.6410 Natural Gas Service North Plant Building 235.98 FIREHOUSE #1 285050 0502896570-0000 4-SEP18 3313.6410 Natural Gas Service Fire Buildings 19.20 GOAT HILL PARK 285051 0502896570-0000 1-SEP18 3106.6410 Natural Gas Service Structure Care & Maintenance 113.36 FIREHOUSE #4 285052 0502992371-0000 1-SEP18 3313.6410 Natural Gas Service Fire Buildings 19.20 HOLZ FARM 285054 0506678453-0000 1-SEP18 3106.6410 Natural Gas Service Structure Care & Maintenance 3,366.86 NO WTR TRTMT PLNT 285055 2495281553-0000 6146.6410 Natural Gas Service North Plant Building 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 26Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201096 10/5/2018 120087 MN ENERGY RESOURCES CORP Continued... 0-SEP18 19.20 WELL #3 285055 2495281553-0000 0-SEP18 6146.6410 Natural Gas Service North Plant Building 26.04 TRAPP FARM PARK 285056 0506168916-0000 1-SEP18 3106.6410 Natural Gas Service Structure Care & Maintenance 50.72 FIREHOUSE #3 285057 0502709856-0000 1-SEP18 3313.6410 Natural Gas Service Fire Buildings 12,973.68 201097 10/5/2018 118449 MN PREMIER PUBLICATIONS 227.36 MN PREMIER - ADVERTISING 285269 12194-090418 6825.6357 Advertising/Publication Marketing 227.36 201098 10/5/2018 143590 MN SCIA 20.00 MNSCIA DUES FOR FANCHER 284816 01847 1105.6479 Dues and Subscriptions Investigation/Crime Prevention 20.00 201099 10/5/2018 100663 MN TEAMSTERS 320 2,866.00 OCTOBER 2018 UNION DUES 285125 PUB WKS MAINT 9/29/18 9592.2027 Ded Pay - Pub Wks Union Dues Benefit Accrual 1,195.00 OCTOBER 2018 UNION DUES 285127 CLERICAL 9/29/18 9592.2029 Ded Pay - Clerical Union Dues Benefit Accrual 4,061.00 201100 10/5/2018 140735 MOSENG, JOSEPH 12.93 CHAPLIN MEETING 284843 091118 1107.6477 Local Meeting Expenses Support Services 12.93 201101 10/5/2018 143252 MOSS & BARNETT 1,817.00 CABLE FRANCHISE GENL LEGAL 285018 695519 9702.6310 Professional Services-General Non-PEG (franchise fees) 1,817.00 201102 10/5/2018 100146 MTI DISTR CO 170.00 IRRIGATION REPAIR PARTS 284675 1187467-00 3117.6234 Field/Other Equipment Repair Irrigation System Mtn/Install 55.47 UNIT 328 284721 1187370-00 9001.1415 Inventory - Parts General Fund 145.26 UNIT 328 PK2018-13 284730 1187868-00 9001.1415 Inventory - Parts General Fund 27.91 IRRIGATION REPAIR PARTS 285162 1188843-00 3117.6234 Field/Other Equipment Repair Irrigation System Mtn/Install 398.64 201103 10/5/2018 128624 MULLER, ROBERT 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 27Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201103 10/5/2018 128624 MULLER, ROBERT Continued... 254.99 UNIFORMS 285185 092518 3170.2115 Clothing Allowance General AdmIn-Parks 55.98 UNIFORMS 285187 091318 3170.2115 Clothing Allowance General AdmIn-Parks 310.97 201104 10/5/2018 104440 NAC, INC 1,447.06 HVAC REPAIR 284710 152207 3315.6535 Other Contractual Services City Hall 1,447.06 201105 10/5/2018 125742 NATIONAL DRIVE 2.00 PAYROLL ENDING 9/29/18 285126 092918 9592.2037 Ded Payable-Teamsters DRIVE Benefit Accrual 2.00 201106 10/5/2018 100659 NC PERS GROUP LIFE-MN 848.00 PAYROLL ENDING 9/29/18 285124 LIFE INS/PERA 9/29/18 9592.2021 Ded Payable - Insurance Benefit Accrual 848.00 201107 10/5/2018 122435 OFFICE DEPOT (R) 16.82 MULTI CARD 284760 193798233001 9695.6210 Office Supplies Dakota Co Drug Task Force 107.99 FRAME, POST-IT 284761 195615098001 9695.6210 Office Supplies Dakota Co Drug Task Force 135.09 SHARPIE, COFFEE, BATTERY, PEN 284762 193797722001 9695.6210 Office Supplies Dakota Co Drug Task Force 259.90 201108 10/5/2018 108599 OFFICE DEPOT, INC. 23.16 OFFICE SUPPLIES 284857 200145512001 2401.6210 Office Supplies Gen/Adm-Central Services 27.58 OFFICE SIGNAGE-PHASE II 284857 200145512001 5501.6660 Office Furnishings & Equipment CMF expansion phase II 40.18 YANG CALENDAR 285007 202543210001 0726.6210 Office Supplies Sign Administration 44.88 ELECTIONS SUPPLIES 285007 202543210001 0401.6225 Election Supplies General & Admn-City Clerk 7.98 OFFICE SUPPLIES 285007 202543210001 0401.6210 Office Supplies General & Admn-City Clerk 25.09 TUMINI CALENDAR 285012 201552531001 0401.6210 Office Supplies General & Admn-City Clerk 4.60 OFFICE SUPPLIES 285012 201552531001 0501.6210 Office Supplies General & Admn-Finance 10.92 OFFICE SUPPLIES 285012 201552531001 1001.6210 Office Supplies General/Admn-Human Resources 40.28 OFFICE SUPPLIES 285012 201552531001 2010.6220 Operating Supplies - General General Engineering 45.57 33444859 285030 201545645001 1001.6210 Office Supplies General/Admn-Human Resources 13.59 FUTHEY CALENDAR 285031 201552531002 0501.6210 Office Supplies General & Admn-Finance 7.19 SWALCHICK CALENDAR 285032 202480734001 0726.6210 Office Supplies Sign Administration 3.22 STYLUS BATTERY 285032 202480734001 0726.6210 Office Supplies Sign Administration 42.97 OFFICE SUPPLIES 285032 202480734001 0820.6210 Office Supplies General/Admn-Housing 8.98 OFFICE SUPPLIES 285032 202480734001 0401.6225 Election Supplies General & Admn-City Clerk 22.99 SWALCHICK CALENDAR 285033 202485928001 0726.6210 Office Supplies Sign Administration 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 28Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201108 10/5/2018 108599 OFFICE DEPOT, INC.Continued... 6.70 OFFICE SUPPLIES 285034 202485929001 0720.6210 Office Supplies General Admin-Planning & Zonin 48.43 MISC OFFICE SUPPLIES 285061 200447202001 1221.6210 Office Supplies Administration-Fire 173.97 OFFICE SUPPLIES 285087 199104890001 3001.6210 Office Supplies General/Admn-Recreation 147.66 OFFICE SUPPLIES 285088 196499493001 3001.6210 Office Supplies General/Admn-Recreation 114.23 BRENT-SUPPLIES 285131 2220712389 6146.6210 Office Supplies North Plant Building 64.75 OFFICE SUPPLIES REQUESTED 285132 202265625001 6146.6210 Office Supplies North Plant Building 31.92 OFFICE SUPPLIES-STEVE 285133 202266818001 6154.6210 Office Supplies South Plant Building 15.24 OFFICE SUPPLIES 285158 198167642001 0201.6210 Office Supplies General & Admn-Admn 53.41 OFFICE SUPPLIES 285158 198167642001 0501.6210 Office Supplies General & Admn-Finance 15.24 OFFICE SUPPLIES 285158 198167642001 3001.6210 Office Supplies General/Admn-Recreation 1,040.73 201109 10/5/2018 142091 OFFICE OF MN IT SERVICES 21.60 STATE TOKENS 284669 DV8080497 0301.6569 Maintenance Contracts IT-Gen & Admn 21.60 201110 10/5/2018 109423 OFFICE TEAM 432.00 TEMP FOR FRONT DESK 284853 51723270 2401.6130 Salaries and Wages - Temporary Gen/Adm-Central Services 1,080.00 TEMP FOR FRONT DESK 285069 51794013 2401.6130 Salaries and Wages - Temporary Gen/Adm-Central Services 1,512.00 201111 10/5/2018 145845 O'LAUGHLIN, JOHN (R) 250.00 AUG 2018 CLEANING 284763 091118 9695.6233 Building Repair Supplies Dakota Co Drug Task Force 250.00 201112 10/5/2018 144492 OSBERG, DAVE 68.13 SEPT MILEAGE REIMBURSEMENT 285161 092718 0201.6353 Personal Auto/Parking General & Admn-Admn 68.13 201113 10/5/2018 148705 OUTDOOR LAB LANDSCAPE DESIGN INC 4,780.00 PLANT MGT. CONTRACTOR 284872 18-148 6587.6310 Professional Services-General DC Aqua Invasive Species Grant 4,780.00 201114 10/5/2018 146697 OVERDOG ART 720.00 EBN 3RD QTR. 2108 DESIGN 284646 4452 0903.6310 Professional Services-General Eagan Business News 720.00 201115 10/5/2018 152779 PAAP DRONES LLC 725.00 DRONE VIDEO OF EAGAN 285016 1048 9701.6310 Professional Services-General PEG-eligible 725.00 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 29Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201115 10/5/2018 152779 PAAP DRONES LLC Continued... 201116 10/5/2018 100653 PARADISE CAR WASH 11.95 CAR WASH 284664 52030-090618 6501.6354 Car Washes G/A - Water Quality 235.36 SQUAD CAR WASH 284844 52020-090618 1104.6354 Car Washes Patrolling/Traffic 247.31 201117 10/5/2018 102381 PARK SUPPLY, INC. 157.35 BLDG REPAIR PARTS 285176 233841200 3106.6233 Building Repair Supplies Structure Care & Maintenance 157.35 201118 10/5/2018 149021 PETERSON, JON 85.70 OAK WILT COST SHARE 285151 091918 3209.6860 Contributions/Cost Sharing Pay Plant Inspections-Private Prop 85.70 201119 10/5/2018 146252 PICNIC TABLES ON THE GO 210.00 HARVEST OF ART SUPPLIES 284765 194 3097.6227 Recreation Equipment/Supplies MRAC Comm Arts Grant 2013-14 210.00 201120 10/5/2018 100307 PILOT KNOB ANIMAL HOSP 475.00 PK ANIMAL HOSPITAL 284741 150902 1110.6325 Vet/Kennel Charge/Animal Dispo Animal Control 475.00 201121 10/5/2018 151298 PILOT KNOB RD PROPERTIES LLC 240.00 CP63900 284649 137-091318 9591.6386 Insurance Deductible Risk Management 240.00 201122 10/5/2018 119683 RAMSEY COUNTY ATTORNEY'S OFFICE (R) 602.00 20% FORFEITURE PROCEEDS 285241 091818 9695.2192 Due to County Govt Dakota Co Drug Task Force 602.00 201123 10/5/2018 143557 RANDSTAD (R) 1,299.75 EVID TECH 8/26-9/1/18 284764 R23527730 9695.6561 Temporary Help-Labor/Clerical Dakota Co Drug Task Force 1,227.55 EVID TECH 9/2-9/8/18 285240 R23564042 9695.6561 Temporary Help-Labor/Clerical Dakota Co Drug Task Force 2,527.30 201124 10/5/2018 100169 RATWIK ROSZAK ETAL 1,839.27 OUTSIDE LEGAL CONSULT 285250 62793 0603.6311 Legal Outside Legal Counsel 1,839.27 201125 10/5/2018 143983 RED'S SAVOY PIZZA 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 30Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201125 10/5/2018 143983 RED'S SAVOY PIZZA Continued... 2,991.00 CONCESSION RESALE 284781 090118-1 6713.6855 Merchandise for Resale Concessions 2,991.00 201126 10/5/2018 152718 RELOCATE REALTY 44.49 285165 092618 9220.2250 Escrow Deposits Public Utilities 44.49 201127 10/5/2018 121047 RETENTION MANAGEMENT 300.00 RETENTION MANAGEMENT 285259 SUP7088661 6801.6569 Maintenance Contracts General & Administrative 300.00 201128 10/5/2018 150405 RMB ENVIRONMENTAL LABORATORIES INC 380.00 WQ MONITORING LAB SERVICES 284659 419654 6528.6323 Testing Services Basin Mgmt-Water Spl/Studies/M 349.00 WQ MONITORING LAB SERVICES 284660 420167 6528.6323 Testing Services Basin Mgmt-Water Spl/Studies/M 359.00 WQ MONITORING LAB SERVICES 284661 420380 6528.6323 Testing Services Basin Mgmt-Water Spl/Studies/M 71.00 WQ MONITORING LAB SERVICES 284662 420173 6528.6323 Testing Services Basin Mgmt-Water Spl/Studies/M 75.00 WQ MONITORING LAB SERVICES 284663 420661 6528.6323 Testing Services Basin Mgmt-Water Spl/Studies/M 1,234.00 201129 10/5/2018 152882 RODRIGUEZ, MIGUEL 5,000.00 18-IG-145 RETURN TO OWNER 285266 092818 9695.2865 Pending Forfeitures Dakota Co Drug Task Force 5,000.00 201130 10/5/2018 149711 SAFE-FAST INC. 312.11 PPE FOR HYDRANT BLASTING 285168 INV204423 6144.6222 Medical/Rescue/Safety Supplies Hydrant Maintenance/Repair 312.11 201131 10/5/2018 116213 SAFETY SIGNS 1,537.40 SAFETY SIGNS TRAFFIC CONTROL 285167 18002266 6143.6432 Utility System Repair-Labor Valve Maintenance/Repair 1,537.40 201132 10/5/2018 120268 SAGE SOFTWARE INC. 1,456.46 FINANCE - FIXED ASSET SOFTWARE 285253 2001903261 0301.6569 Maintenance Contracts IT-Gen & Admn 1,456.46 201133 10/5/2018 146244 SANNES, JOSH 23.66 TRAINNG LUNCH 284821 091818 1104.6476 Conferences/Meetings/Training Patrolling/Traffic 23.66 201134 10/5/2018 114950 SCHULTZ, DARRIN 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 31Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201134 10/5/2018 114950 SCHULTZ, DARRIN Continued... 172.00 SCHULTZ TRAINING 284848 091118 1105.6476 Conferences/Meetings/Training Investigation/Crime Prevention 172.00 201135 10/5/2018 145121 SCHWARTZ FARMS 11.00 284791 091218 3061.6220 PR003 Operating Supplies - General Market Fest 7.00 284791 091218 3061.6220 PR004 Operating Supplies - General Market Fest 27.00 284791 091218 3061.6220 PR005 Operating Supplies - General Market Fest 5.00 284791 091218 3061.6220 PR006 Operating Supplies - General Market Fest 50.00 201136 10/5/2018 143153 SCIPIONI, CHRISTINA 56.68 285154 092718 0401.6353 Personal Auto/Parking General & Admn-City Clerk 56.68 201137 10/5/2018 119433 SCOTT COUNTY TREASURER (R) 139.60 20% FORFEITURE PROCEEDS 285235 091818 9695.2192 Due to County Govt Dakota Co Drug Task Force 139.60 201138 10/5/2018 100187 SEH 871.59 CONSULT SVCS 284677 355101 8340.6713 Project - Outside Engineering P 1340 Yankee Doodle Rd light 3,833.08 CONSULT SVCS 285217 356405 8282.6713 Project - Outside Engineering P1282 Cliff Lk Rd Intersection 4,704.67 201139 10/5/2018 151184 SIMPLIFILE 147.00 RECORDING FEE 284670 MNTXJK-09122018 9001.4206 J0361 Platting Fees General Fund 147.00 RECORDING FEE 284671 MNTXJK-09082018 9001.2245 J0379 Escrow - Private Development F General Fund 294.00 201140 10/5/2018 142493 SIOUX VALLEY ENVIRONMENTAL INC. 400.00 NTP POLY 285244 10395 6147.6244 Chemicals & Chemical Products North Plant Production 480.00 STP POLY 285244 10395 6155.6244 Chemicals & Chemical Products South Plant Production 880.00 201141 10/5/2018 108338 SL-SERCO 2,645.23 AUGUST 284773 11076404C 6201.6310 Professional Services-General San Sewer-Administration 2,645.24 AUGUST 284773 11076404C 6162.6310 Professional Services-General Meter Reading 5,290.47 201142 10/5/2018 151416 SMART DELIVERY SERVICE INC 172.00 INTEROFFICE MAIL 9-14-18 285067 63834 0401.6535 Other Contractual Services General & Admn-City Clerk 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 32Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201142 10/5/2018 151416 SMART DELIVERY SERVICE INC Continued... 172.00 201143 10/5/2018 102392 SPARTAN PROMOTIONAL GROUP, INC. 498.00 BLACK T-SHIRTS 285071 568197 3071.6855 Merchandise for Resale MN State Arts Board 498.00 201144 10/5/2018 100326 ST PAUL, CITY OF 180.00 TRAINING CURRY 284817 IN00030604 1104.6476 Conferences/Meetings/Training Patrolling/Traffic 349.00 TRAINING CLAUSEN 284818 IN00030575 1104.6476 Conferences/Meetings/Training Patrolling/Traffic 537.00 TRAINING BACKGROUND INV 284819 IN00030722 1104.6476 Conferences/Meetings/Training Patrolling/Traffic 180.00 TRAINING CURRY 284820 IN00030584 1104.6476 Conferences/Meetings/Training Patrolling/Traffic 1,246.00 201145 10/5/2018 107010 STANDARD AND POOR'S 1,075.00 CREDIT RATING 2018A BONDS 284685 11357336 9346.6715 Project - Bonding Costs Fire Apparatus Revolving 16,770.00 CREDIT RATING 2018A BONDS 284685 11357336 9353.6715 Project - Bonding Costs POLICE & CITY HALL REMODEL 3,655.00 CREDIT RATING 2018A BONDS 284685 11357336 9355.6715 Project - Bonding Costs MAINTENANCE FACILITY EXPANSION 21,500.00 201146 10/5/2018 142767 STANTEC CONSULTING SERVICES INC 4,306.50 SKATEPARK CIP-STANTEC 285254 1404892 2850.6750 Administration HUD Athletic Site 4,306.50 201147 10/5/2018 119295 STATE OF MINNESOTA-GENERAL FUND(R) 4,989.00 10% FORFEITURE PROCEEDS 285237 091818 9695.2191 Due to State Govt Dakota Co Drug Task Force 4,989.00 201148 10/5/2018 121089 STEININGER INC., MAX 120.00 SPOIL MATERIALS FOR WATER DIGS 285211 128 6160.6255 Street Repair Supplies Main Maintenance/Repair 120.00 201149 10/5/2018 100204 STREICHERS INC. 1,085.00 LESS LETHAL ROUNDS 284827 11331163 1104.6228 Ammunition Patrolling/Traffic 1,085.00 201150 10/5/2018 146125 SUNRAM CONSTRUCTION INC. 19,672.84 OHMANN CIP CO#2 282004 073118 2849.6753 Grading Ohmann Park 19,672.84 201151 10/5/2018 152821 SUNSET LAW ENFORCEMENT 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 33Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201151 10/5/2018 152821 SUNSET LAW ENFORCEMENT Continued... 523.75 SNIPER AMMO 284738 2465-IN 1104.6228 Ammunition Patrolling/Traffic 523.75 201152 10/5/2018 147840 TACTICAL SOLUTIONS 1,234.00 PROSHEK BALLISTIC VEST 285017 6964 1144.6224 Clothing/Personal Equipment Bullet Proof Vests grant 1,234.00 201153 10/5/2018 152803 TAHO SPORTSWEAR INC 81.00 TAHO - STAFF CLOTHING 285229 18TF1990D 6801.6224 Clothing/Personal Equipment General & Administrative 552.95 TAHO - STAFF CLOTHING 285230 18TF1990 6801.6855 Merchandise for Resale General & Administrative 1,233.05 TAHO - STAFF CLOTHING 285230 18TF1990 6801.6224 Clothing/Personal Equipment General & Administrative 166.65 TAHO - STAFF CLOTHING 285231 18TF1990B 6801.6224 Clothing/Personal Equipment General & Administrative 123.70 TAHO - STAFF CLOTHING 285232 18TF2504 6801.6224 Clothing/Personal Equipment General & Administrative 369.20 STAFF SHIRTS 285255 18TFI1990C 6827.6224 Clothing/Personal Equipment Building Maintenance 2,526.55 201154 10/5/2018 150477 TAMBLYN'S NURSERY 2.00 284792 091218 3061.6220 PR003 Operating Supplies - General Market Fest 2.00 284792 091218 3061.6220 PR004 Operating Supplies - General Market Fest 39.00 284792 091218 3061.6220 PR005 Operating Supplies - General Market Fest 5.00 284792 091218 3061.6220 PR006 Operating Supplies - General Market Fest 48.00 201155 10/5/2018 134135 THOMSON REUTERS 237.04 CLEAR MONTHLY FEE 4 PD 284849 838834148 1105.6457 Machinery & Equipment-Rental Investigation/Crime Prevention 237.04 201156 10/5/2018 100107 THYSSENKRUPP ELEVATOR 125.00 ELEVATOR CONTRACT 284690 3004093848 6827.6569 Maintenance Contracts Building Maintenance 125.00 ELEVATOR CONTRACT 284691 3004094849 3313.6569 Maintenance Contracts Fire Buildings 125.00 ELEVATOR CONTRACT 284691 3004094849 3316.6569 Maintenance Contracts Police 185.00 ELEVATOR CONTRACT 284691 3004094849 3315.6569 Maintenance Contracts City Hall 250.00 ELEVATOR CONTRACT 284691 3004094849 9116.6223 Building/Cleaning Supplies Cedar Grove Parking Garage 125.00 ELEVATOR CONTRACT 284778 3004092331 6101.6569 Maintenance Contracts Water -Administration 935.00 201157 10/5/2018 100543 TOTAL CONTROL SYSTEMS INC 36,737.00 CIP HWY 55 284776 8402 6439.6630 Other Improvements Lift Station Maintenanc/Repair 1,231.00 GEN PLUG BREAKER 285026 8393 6239.6260 Utility System Parts/Supplies Lift Station Maintenanc/Repair 37,968.00 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 34Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201157 10/5/2018 100543 TOTAL CONTROL SYSTEMS INC Continued... 201158 10/5/2018 100218 TOTAL TOOL 179.00 SMALL TOOLS 285085 1304438 6160.6240 Small Tools Main Maintenance/Repair 298.00 HYDRANT REPAIR 285169 1302549 6144.6240 Small Tools Hydrant Maintenance/Repair 112.75 SMALL TOOLS 285209 1304176 6143.6240 Small Tools Valve Maintenance/Repair 589.75 201159 10/5/2018 149500 TOYOTA-LIFT OF MINNESOTA 96.00 CO TESTING FOR FORKLIFT 285188 W205783 6232.6425 Mobile Equipment Repair Labor Equipment Maintenance/Repair 96.00 201160 10/5/2018 134200 TREMBLEY, KRISTIN 1,100.00 TUITION REIMB - TREMBLEY 284823 090118 1001.6478 Tuition and Book Reimbursement General/Admn-Human Resources 1,100.00 201161 10/5/2018 100223 TRI STATE BOBCAT 160.92 CHAINSAW REPAIR 284647 W82558 2272.6231 Mobile Equipment Repair Parts Tree Trimming 33.99 CHAINSAW FUEL 284648 P97887 2272.6235 Fuel, Lubricants, Additives Tree Trimming 93.00 SMALL ENGINE FUEL 284731 P97936 2244.6235 Fuel, Lubricants, Additives Street Equipment Repair/Mtn 287.91 201162 10/5/2018 100228 TWIN CITY GARAGE DOOR CO 1,362.00 GARAGE DOOR REPAIR 285137 Z074454 3314.6535 Other Contractual Services Central Maintenance 1,362.00 201163 10/5/2018 100232 UHL CO INC 862.13 FIX DOOR ISSUE AT CITYHALL/PD 284833 8268 5045.6230 Repair/Maintenance Supplies-Ge Temporary Office/Moving Expens 862.13 201164 10/5/2018 120163 ULINE INC. 40.93 SANDBAGS FOR TEMP SIGNS 285068 100899741 2242.6257 Signs & Striping Material Signs-Installation & Mtn 635.61 BARREL GRABBER VEH WASH 285068 100899741 5501.6660 Office Furnishings & Equipment CMF expansion phase II 676.54 201165 10/5/2018 144157 UNITED BUSINESS MAIL 2,075.08 284866 083118 9001.1420 Inventory - Postage Machine General Fund 2,075.08 201166 10/5/2018 100464 VALLEY-RICH COMPANY INC 3,525.51 STORM MAIN REPAIR 285170 25907 6438.6432 Utility System Repair-Labor Storm Main Maintenance/Repair 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 35Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201166 10/5/2018 100464 VALLEY-RICH COMPANY INC Continued... 3,764.79 WATERMAIN BREAK REPAIR 285171 25947 6160.6432 Utility System Repair-Labor Main Maintenance/Repair 5,085.00 HYDRANT REPLACEMENT 285183 26001 6144.6432 Utility System Repair-Labor Hydrant Maintenance/Repair 1,629.00 EQUIPMENT AND MATERIALS 285264 26011 9001.2245 J0294 Escrow - Private Development F General Fund 14,004.30 201167 10/5/2018 152872 VALUE PLUS FLOORING INC 2,749.00 WORKROOM REMODEL 285262 INV 8/17/18 6146.6650 Furniture & Fixtures North Plant Building 2,749.00 201168 10/5/2018 100236 VAN PAPER 417.37 BLDG CLEANING SUPPLIES 284674 475884-00 3106.6223 Building/Cleaning Supplies Structure Care & Maintenance 424.78 BLDG CLEANING SUPPLIES 285175 477063-00 3106.6223 Building/Cleaning Supplies Structure Care & Maintenance 842.15 201169 10/5/2018 148796 VANG, TOU 49.00 284867 091218 3061.6220 PR003 Operating Supplies - General Market Fest 8.00 284867 091218 3061.6220 PR004 Operating Supplies - General Market Fest 75.00 284867 091218 3061.6220 PR005 Operating Supplies - General Market Fest 15.00 284867 091218 3061.6220 PR006 Operating Supplies - General Market Fest 147.00 201170 10/5/2018 149917 VEGA AMERICAS INC. 903.49 HMI FOR FL2 AND NAMNO4 SENSORS 284775 342992 6155.6432 Utility System Repair-Labor South Plant Production 903.49 201171 10/5/2018 101798 VESSCO INC. 819.68 NTP HEAD ASSY POLY PUMP NTP 285011 74063 6147.6260 Utility System Parts/Supplies North Plant Production 819.68 201172 10/5/2018 138027 WATER CONSERVATION SERVICE INC. 432.10 LEAK DETECTION 285172 8783 6160.6310 Professional Services-General Main Maintenance/Repair 4,500.00 ANNUAL LEAK SURVEY 285204 8761 6160.6310 Professional Services-General Main Maintenance/Repair 4,932.10 201173 10/5/2018 102663 WAYTEK, INC. 775.95 SQUAD REPAIR PARTS 285015 2712899 1104.6231 Mobile Equipment Repair Parts Patrolling/Traffic 775.95 201174 10/5/2018 141852 WENCK ASSOCIATES INC. 2,021.26 ENGINEERING SERVICES 284874 11806092 6542.6712 P1325 Project - Engineering Capital Proj-WQ dedictn-cr1127 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 36Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201174 10/5/2018 141852 WENCK ASSOCIATES INC.Continued... 66.90 ENGINEERING SERVICES 284875 11805772 6542.6712 P1328 Project - Engineering Capital Proj-WQ dedictn-cr1127 66.90 ENGINEERING SERVICES 284875 11805772 6542.6712 P1329 Project - Engineering Capital Proj-WQ dedictn-cr1127 66.90 ENGINEERING SERVICES 284875 11805772 6542.6712 P1330 Project - Engineering Capital Proj-WQ dedictn-cr1127 66.90 ENGINEERING SERVICES 284875 11805772 6542.6712 P1331 Project - Engineering Capital Proj-WQ dedictn-cr1127 14,227.31 ENGINEERING SERVICES 284876 11806091 6542.6712 P1321 Project - Engineering Capital Proj-WQ dedictn-cr1127 16,516.17 201175 10/5/2018 152855 WHEELER, WILLIAM 97.66 285146 092618 9220.2250 Escrow Deposits Public Utilities 97.66 201176 10/5/2018 152860 WHITE, THOMAS 37.78 285149 092618 9220.2250 Escrow Deposits Public Utilities 37.78 201177 10/5/2018 146686 WILSKE, JOSH 848.18 CONFERENCE 285009 9/18/18 4005.6476 Conferences/Meetings/Training AccessEagan 848.18 201178 10/5/2018 113476 WISCONSIN SUPPORT COLLECTIONS TRUST FUND 208.15 PAYROLL ENDING 9/29/2018 285119 GARNISHMENT 9/29/18 9592.2030 Ded Pay - Garnishments Benefit Accrual 208.15 201179 10/5/2018 126991 WOLKERSTORFER CONTRACTING 2,050.00 SMALLPROJECTQUARRY 285160 345 2803.6763 Trails Quarry Park 3,150.00 CMF DUMPSTERAREA R&R 285212 346 3624.6630 Other Improvements Facilities R&R Fd-Mtn Facility 5,200.00 201180 10/5/2018 104542 WSB & ASSOCIATES, INC. 624.00 DATALINK PROGRAMMING 284758 R-011845-000-5 6136.6310 Professional Services-General GIS - Utilities 897.50 QUARRY-FINAL DESIGN 285178 R-011130-000-8 2803.6751 Design & Engineering (External Quarry Park 620.00 OHMANN CIP 285179 R-011216-000-10 2849.6752 Engineering (Field Services)Ohmann Park 2,141.50 201181 10/5/2018 149263 WSI MANUFACTURING INC. 178.50 UNIFORM 3 NEW OFFICERS 284743 63591 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 178.50 201182 10/5/2018 101755 XCEL ENERGY 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 37Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201182 10/5/2018 101755 XCEL ENERGY Continued... 132.01 284869 51-6563384-1-09 0518 3106.6405 Electricity Structure Care & Maintenance 132.01 201183 10/5/2018 101755 XCEL ENERGY 832.62 SIGNAL LIGHTS 284870 51-6563386-3-09 0518 6301.6407 Electricity-Signal Lights Street Lighting 832.62 201184 10/5/2018 101755 XCEL ENERGY 2,788.63 284871 51-6563390-9-09 0418 6301.6406 Electricity-Street Lights Street Lighting 2,788.63 201185 10/5/2018 101755 XCEL ENERGY 3,590.49 WELL #6 285058 51-6563389-6-09 1018 6148.6409 Electricity-Wells/Booster Stat North Well Field 3,493.24 WELL #16 285058 51-6563389-6-09 1018 6148.6409 Electricity-Wells/Booster Stat North Well Field 32.22 WELL #7 285058 51-6563389-6-09 1018 6148.6409 Electricity-Wells/Booster Stat North Well Field 8.24 AUTO PROTECTIVE LIGHT 285058 51-6563389-6-09 1018 6148.6409 Electricity-Wells/Booster Stat North Well Field 3,024.62 WELL #17 285058 51-6563389-6-09 1018 6148.6409 Electricity-Wells/Booster Stat North Well Field 10,148.81 201186 10/5/2018 101755 XCEL ENERGY 200.43 ELECT CABINET NICOLS RD 285155 51-0010197923-4 -092018 6301.6406 Electricity-Street Lights Street Lighting 200.43 201187 10/5/2018 101755 XCEL ENERGY 71.98 HWY 55 STORM 285156 51-6563388-5-09 1018 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 22.05 KNOX STORM LIFT STATION 285156 51-6563388-5-09 1018 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 94.03 201188 10/5/2018 101755 XCEL ENERGY 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 38Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 201188 10/5/2018 101755 XCEL ENERGY Continued... 12.70 ALEXANDER LIFT STATION 285157 51-6563387-4-09 1018 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 235.16 HWY 55 SANITARY LIFT 285157 51-6563387-4-09 1018 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 247.86 201189 10/5/2018 100247 ZIEGLER INC 2,107.00 GENERATOR 284709 E8738106 3304.6569 Maintenance Contracts Bldg/Facilities Maintenance 2,107.00 2018183 10/4/2018 100249 FIT 119,226.67 PAYROLL ENDING 9/29/18 284802 100418 9880.2011 Ded Payable - FIT Payroll 119,226.67 2018184 10/4/2018 100250 COMMISIONER OF REVENUE-PAYROLL 35,673.39 PAYROLL ENDING 9/29/18 284803 100418 9880.2012 Ded Payable - SIT Payroll 35,673.39 2018185 10/4/2018 100252 FICA 32,585.18 PAYROLL ENDING 9/29/18 284804 100418 9880.2014 Ded Payable - FICA Payroll 32,585.18 2018186 10/4/2018 100253 MEDICARE 12,374.08 PAYROLL ENDING 9/29/18 284805 100418 9880.2015 Ded Payable - Medicare Payroll 12,374.08 20180328 10/5/2018 100693 EAGAN PAYROLL ACCT 695,582.92 PAYROLL ENDING 9/29/18 284801 100418 9001.1115 Claim on Cash General Fund 14,709.16 PAYROLL ENDING 9/29/18 284801 100418 9197.1115 Claim on Cash ETV 71,723.80 PAYROLL ENDING 9/29/18 284801 100418 9220.1115 Claim on Cash Public Utilities 16,822.59 PAYROLL ENDING 9/29/18 284801 100418 9221.1115 Claim on Cash Civic Arena 3,527.56 PAYROLL ENDING 9/29/18 284801 100418 9222.1115 Claim on Cash Cascade Bay 31,955.24 PAYROLL ENDING 9/29/18 284801 100418 9223.1115 Claim on Cash Central Park/Community Center 3,537.32 PAYROLL ENDING 9/29/18 284801 100418 9225.1115 Claim on Cash Fiber Infrastructure Fund 87,904.60 PAYROLL ENDING 9/29/18 284801 100418 9592.1115 Claim on Cash Benefit Accrual 44,959.26 PAYROLL ENDING 9/29/18 284801 100418 9592.6144 FICA Benefit Accrual 970,722.45 20182520 10/4/2018 115374 MN STATE RETIREMENT SYSTEM-HCSP 26,475.60 EMPLOYEE CONTRIBUTION 284798 100418 9592.2034 Ded Payable-HCSP Benefit Accrual 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 39Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20182520 10/4/2018 115374 MN STATE RETIREMENT SYSTEM-HCSP Continued... 26,475.60 20183220 10/4/2018 138969 MN STATE RETIREMENT SYSTEM-MNDCP 10,706.89 EMPLOYEE CONTRIBUTIONS 284799 100418 9592.2032 Ded Pay - Great West Def Comp Benefit Accrual 10,706.89 20184220 10/4/2018 100892 ICMA RETIREMENT TRUST 41,641.67 EMPLOYEE CONTRIBUTIONS 284800 100418 9592.2031 Ded Pay - ICMA Benefit Accrual 41,641.67 20185221 10/4/2018 100283 BERKLEY ADMINISTRATORS 20,000.00 WC ADVANCE 285118 100418 9593.1650 Worker's Comp Advance to DCA Workers' Compensation Self-In 20,000.00 20185659 10/4/2018 147907 SELECT ACCOUNT 3,405.55 FLEX REIMBURSEMENT 284795 100418 9592.2215 Flex Plan Withholding Payable Benefit Accrual 3,405.55 20185660 10/4/2018 147907 SELECT ACCOUNT 96,000.00 4TH QUARTER VEBA CONTRIBUTION 284796 100418-1 9592.6159 VEBA Benefit Accrual 96,000.00 20185661 10/4/2018 147907 SELECT ACCOUNT 750.00 VEBA FOR FARNHAM & SYVERTSEN 284797 100418-2 9592.6159 VEBA Benefit Accrual 750.00 20188023 10/5/2018 100694 PUBLIC EMPLOYEE RETIREMENT 76.96 PAYROLL PERIOD 9/16/18-9/29/18 284806 434600-100518 9592.6146 PERA - DCP Benefit Accrual 71,172.81 PAYROLL PERIOD 9/16/18-9/29/18 284806 434600-100518 9592.2013 Ded Payable - PERA Benefit Accrual 40,587.88 PAYROLL PERIOD 9/16/18-9/29/18 284806 434600-100518 9592.6142 PERA - Coordinated Benefit Accrual 53,879.59 PAYROLL PERIOD 9/16/18-9/29/18 284806 434600-100518 9592.6143 PERA - Police Benefit Accrual 165,717.24 20188537 10/4/2018 151185 HEALTHPARTNERS INC 4,843.72 DENTAL CLAIMS REIMBURSEMENT 284794 10012018 9594.6158 Dental Insurance Dental Self-insurance 4,843.72 2,836,522.33 Grand Total Payment Instrument Totals Checks 2,836,522.33 10/5/2018City of Eagan 11:08:00R55CKR2LOGIS100 40Page -Council Check Register by GL Council Check Register and Summary 10/5/20189/27/2018 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 2,836,522.33 Grand Total Payment Instrument Totals Checks 2,836,522.33 Total Payments 2,836,522.33 10/5/2018City of Eagan 11:08:10R55CKS2LOGIS100 1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. 10/5/20189/27/2018 - Company Amount Report Totals 871,713.2009001GENERAL FUND 2,320.0009115DWI Forfeiture 15,882.2309116CEDAR GROVE PARKING GARAGE 17,651.1609197ETV 811,555.8909220PUBLIC UTILITIES 42,608.3309221CIVIC ARENA 67,077.4109222CASCADE BAY 44,921.1009223CENTRAL PARK /COMMUNITY CENTER 5,877.0509225FIBER INFRASTRUCTURE FUND 51,071.2309328PARK SYS DEV AND R&R 71,294.5409335EQUIPMENT REVOLVING 3,150.0009336GENERAL FACILITIES RENEW & REP 5,721.8409337COMMUNITY INVESTMENT 1,075.0009346FIRE APPARATUS REVOLVING 30,061.2809353POLICE & CITY HALL REMODEL 9,134.2009355MAINTENANCE FACILITY EXPANSION 40,334.4609372REVOLVING SAF-CONSTRUCTION 859.5009591RISK MANAGEMENT 487,513.0609592BENEFIT ACCRUAL 20,000.0009593WORKERS' COMPENSATION SELF-INS 4,843.7209594Dental Self-insurance 31,997.8109695DAK CO DRUG TASK FORCE 199,859.3209880PAYROLL Agenda Information Memo October 16, 2018, 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 the Eagan Hockey Association for the installation and maintenance of a training treadmill at the Civic Arena  Amendment to Contractual Street Plowing Agreement  Encroachment Agreement with Gramercy Park Senior Cooperative  Water Quality Cost-Share Agreement with Michael & Keevan Kosidowski (3715 Denmark Court West)  Agreement with Minnesota Native Landscapes for management of woody growth at Thomas Lake Park Attachments: (0) The remainder of the contracts are available from the City Clerk’s Office. Agenda Information Memo October 16, 2018 City Council Meeting CONSENT AGENDA E. Authorize the Appointment of Community Development Director Jill Hutmacher to Serve on the Eagan Convention and Visitors Bureau Board of Directors and designate as The City’s Liaison to the Board Action to Be Considered: Authorize the Appointment of Community Development Director Jill Hutmacher to Serve on the Eagan Convention and Visitors Bureau Board of Directors and designate as The City’s Liaison to the Board. Facts:  The Eagan Convention and Visitors Bureau is organized as a private, not-for-profit Corporation for purposes of promoting Eagan, Minnesota a major conference, meeting and tourist and visitors destination and for other related purposes. ]  The Corporation Board of Directors is comprised of up to 15 members.  Two of the Board of Director Members are appointed by the Eagan City Council.  One of the two members appointed by the City shall be designated by the City Council as the City’s Liaison to the Board.  Mayor Mike Maguire currently serves as a one of the two members of the Board of Directors appointed by the City Council.  Former Communications Director Tom Garrison previously served on the Board of Directors as one of the two members appointed by the City Council and served as the City’s Liaison to the Board. Attachments: (0) Agenda Information Memo October 16, 2018, Eagan City Council Meeting CONSENT AGENDA F. Final Plat (Tibbits Addition) – Josh and Joann Tibbits Action To Be Considered: APPROVE a Final Plat consisting of one lot on approximately one acre located at 2111 Wuthering Heights Road. AUTHORIZE the issuance of a Footing & Foundation permit prior to recording of the Final Plat. Required Vote For Approval: Majority of Councilmembers present Facts:  The existing parcel is currently unplatted. Issues:  The Final Plat is under review by the Dakota County Surveyor; however, the Tibbits’ are requesting a footing and foundation permit to beat the weather Attachments: (2) CF-1 Location Map CF-2 Final Plat STATE T.H . N O . 13SILVER BELL ROADCEDARGROVEPKWYJADE PTGOLD TRAIL BLACKHAWKROAD T U R Q U O IS E T R A I LTESSERACT PLSTATETRUNKHIGHWAYNO.13KENNEBECDRIVECALCITE DRN IC O L S R O A D KENNEBECDRIVERIV V L Y W A YWUTH ERING HEIGHTS RDCEDARGROVEPKWYST AT E T .H. NO. 7 7 (CEDAR AVE)ALDER LANERAHNROADPLANTROADPUMICE L NN I C O L S R O A D CO M A NC HE R O A D DOLOMITEDREAGANOUTLETSPKW YMICA TRAILSILVER BELL ROAD SE N ECAROADF E N W A Y B E R Y L R O AD BURGUNDY DRPUMICE CTG O L D T R A IL SHAWNEEROAD DIAMOND PTSILVER BELL RD LAUREL CTMICA TRAIL TURQUOISE TRAIL KENNEBEC DRIVECEDAR GROVE PKWYEAGAN OUTLETS PKWYNICOLS RD/CEDAR GROVE BLVDWoodhavenPark FortSnellingState Park BridgeviewPark Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yanke e Do odle Rd Lone Oak Rd Map Area Extent Property: 2111 Wuthering Heights Rd Subject Site W U T H E RIN G H EI G H T S R D. NORTH 0 50 100 1 INCH = 50 FEET SCALE IN FEET KNOW ALL PERSONS BY THESE PRESENTS: That Joann H. Tibbits and Joshua D. Tibbits, husband and wife, owners of the following described property: All that part of Government Lot 5 and Government Lot 7, Section 18, Township 27, Range 23, Dakota County, Minnesota, described as follows: Commencing at a point on the south line of Government Lot 7 of Section 18, Township 27, Range 23, 762.51 feet east of the southwest corner of said Government Lot 7; thence North and parallel to the west line of said Government Lot 7 a distance of 636 feet to the actual point of beginning of Tract to be described; thence angle right 50°00’ a distance of 193.6 feet; thence angle left 90°00’ a distance of 225 feet; thence angle left 90°00’ a distance of 193.6 feet; thence angle left 90°00’ a distance of 225 feet to the place of beginning. Have caused the same to be surveyed and platted as TIBBITS ADDITION and does hereby dedicate to the public, for public use the public way, and the drainage and utility easements as created by this plat. In witness whereof said Joann H. Tibbits and Joshua D. Tibbits, have caused these presents to be signed this ______ day of _______________________, 20____. ____________________________________________________________________________________ Joann H. Tibbits Joshua D. Tibbits STATE OF MINNESOTA COUNTY OF _________________ This instrument was acknowledged before me on __________________________________________ by Joann H. Tibbits and Joshua D. Tibbits, husband and wife. ________________________________________ ________________________________________ (Print Name) Notary Public, Minnesota My Commission Expires ___________________. I Lynn P. Caswell do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and that all public ways are shown and labeled on this plat. Dated this ______ day of _______________________, 20____ _____________________________________________ Lynn P. Caswell, Land Surveyor Minnesota License Number 13057 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on ___________________________, by Lynn P. Caswell. _____________________________________________ (Print Name) Notary Public, Minnesota My Commission Expires ___________________. This plat was approved by the City Council of Eagan, Minnesota this ______ day of _______________________, 20____, and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. By _____________________________________________, Mayor By _____________________________________________, Clerk I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ________ day of __________________________, 20___. By _____________________________________________ Todd B. Tollefson, Dakota County Surveyor DEPARTMENT OF PROPERTY TAXATION AND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this ______ day of _______________________, 20____. ____________________________________________, Director Department of Property Taxation and Records REGISTRAR OF TITLES, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of RUTH ADDITION was filed in the office of the Registrar of Titles for public record on this ______ day of ______________________, 20____, at ________ o'clock ___.M., and was duly filed in Book ___________________ of Plats, Page ___________________, as Document Number ___________________. _____________________________________________, Registrar of Titles Agenda Information Memo October 16, 2018 Eagan City Council Meeting CONSENT AGENDA G. Approve Easement Conveyance Agreement with Northern Natural Gas at George Ohmann Park Action To Be Considered: Approve an easement conveyance agreement with Northern Natural Gas for an installation of a cathodic protection device in George Ohmann Park. Facts:  Over the last year, Northern Natural Gas has been installing a natural gas line across utility easements within the city and connecting service to Black Dog plant.  Along every couple of miles, Northern Natural Gas now needs to install a Cathodic Protection device for the gas line.  These devices require alignment with the gas line, but also much be set back over 600 feet from the line.  George Ohmann Park was recently upgraded with the 4.1 acres of property to the north of that park improved into extended ball fields, landscaping and a walking path.  This work will be below service with one small area as having a small permanent device in the far northern portion of that park, adjacent to the corner abutting Lebanon Hills Regional Park.  Staff worked with the City Attorney to calculate easement needs and costs relative to this work and prepare easement agreement. In return for this easement and work, Northern Natural Gas will pay the city $22,510 in easement acquisition fees.  Work will be done late fall through spring of 2019, pending weather. Attachments: (1) CG-1 Easement Conveyance Agreement EASEMENT CONVEYANCE AGREEMENT This Easement Conveyance Agreement is made this ___ day of ______________, 2018, by and between Northern Natural Gas Company, a Delaware corporation (hereinafter “Northern”), and the City of Eagan, a Minnesota municipal corporation (hereinafter the “City”). (Northern and the City are hereinafter collectively referred to as the “Parties.”) WHEREAS, Northern is installing a new natural gas line to serve the Black Dog facility (the “Project”); and WHEREAS, in connection with the Project, it is necessary for Northern to acquire a permanent cathodic protection easement and a temporary construction easement from the City; and WHEREAS, the City is willing to convey such easements to Northern all upon the terms and conditions contained. NOW, THEREFORE, in consideration of the foregoing and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties agree as follows: 1. CONVEYANCE OF PERMANENT EASEMENT. The City hereby conveys to Northern the permanent easement by executing the Easement Grant attached hereto as Exhibit “A.” 2. GRANT OF TEMPORARY EASEMENT. The City hereby grants to Northern a temporary easement over and across that certain area depicted on Exhibit “B” and attached hereto. The term of the temporary easement shall be for no more than 12 months and Northern may request that the City renew the temporary easement for an additional 6 months if necessary. Northern acknowledges that any damage to the temporary easement area shall be repaired in accordance with paragraph 5 herein. 2 3. COMPENSATION FOR EASEMENTS. Contemporaneously with the execution of this Agreement, Northern shall provide payment to the City in the amount of Twenty-two Thousand Five Hundred Ten and No/100 Dollars ($22,510.00). 4. RIGHT-OF-WAY AND GRADING PERMITS. Northern shall apply for any and all right-of-way and grading permits as may be required under City Code. Northern shall comply with any and all conditions proposed by the City on any such permit. The City hereby designates David Westermayer, Engineering Technician, as the liaison for Northern to work with through the installation of the pipeline for the Project. 5. DAMAGE TO PARK. Northern acknowledges that the cathodic protection easement and the temporary easement will be adjacent to the City’s George Ohmann Park, which has recently been upgraded by the City. Northern agrees to reimburse the City for any and all damage to the park. The City will provide Northern with an invoice for repair costs incurred, which Northern shall reimburse the City within ten (10) days of receipt. 6. GOVERNING LAW. This Agreement shall be governed by and interpreted under the laws of the State of Minnesota. 7. DISPUTE RESOLUTION. Except in connection with a proceeding in equity, which will be governed by the rules of procedure of the applicable court, claims, disputes or other matters in question between the parties hereto arising out of or relating to this Agreement or any breach hereof shall be first submitted to mediation, with the parties sharing equally the cost thereof. If the parties cannot agree on the mediator, one shall be appointed by the district court. If the dispute is not resolved through mediation, the venue for any dispute shall be the District Court for Dakota County, Minnesota. (Signature pages to follow.) 3 Easement Conveyance Agreement (Signature page of Northern Natural Gas Company) Northern Natural Gas Company, a Delaware corporation By: ________________________________ Its: ____________________________ STATE OF MINNESOTA) )ss. COUNTY OF DAKOTA ) The foregoing instrument is acknowledged before me this ________ day of _____________, 2018, by _____________________________________________, the _________________________________________ of Northern Natural Gas Company, a Delaware corporation, on behalf of the corporation. ____________________________________ Notary Public 4 Easement Conveyance Agreement (Signature page of City of Eagan) City of Eagan, a Minnesota municipal corporation By: ________________________________ Mike Maguire Its: Mayor By: ________________________________ Christina M. Scipioni Its: Clerk STATE OF MINNESOTA) )ss. COUNTY OF DAKOTA ) The foregoing instrument is acknowledged before me this ________ day of _____________, 2018, by Mike Maguire and Christina M. Scipioni, the Mayor and Clerk of the City of Eagan, a Minnesota municipal corporation, on behalf of the corporation. ____________________________________ Notary Public APPROVED AS TO FORM: ________________________ City Attorney's Office Dated: __________________ APPROVED AS TO CONTENT: _________________________ Public Works Department Dated: __________________ THIS INSTRUMENT WAS DRAFTED BY: DOUGHERTY, MOLENDA, SOLFEST HILLS & BAUER P.A. 14985 Glazier Avenue, Suite 525 Apple Valley MN 55124 (952) 432-3136 EXHIBIT “A” Easement Grant EXHIBIT “B” Temporary Easement Agenda Information Memo October 16, 2018 Eagan City Council Meeting CONSENT AGENDA H. Approve Indefeasible Right to Use (IRU) fiber optic lease agreement with Dakota County for fiber connecting to DataBank Data Center Action To Be Considered: Approve Indefeasible Right to Use (IRU) fiber optic lease agreement with Dakota County for fiber connecting to DataBank Data Center Facts: The County is interested in leasing 48 strands of fiber between Eagan Fire Station 2 and DataBank Data Center. The path of the fiber goes east along Yankee Doodle Road to Lexington and heads north to Neil Armstrong Blvd. The City will own and maintain the fiber and the County will have use of 48 strands of fiber within the cables. Splicing needs to occur at Lexington and Yankee Doodle Road to make this connection live. The County will arrange for and pay all splicing costs related to making this connection. The term of this contract is 20 years and the County will pay the City a one-time fee of $70,000 for this fiber IRU. Attachments: (1) CH-1 IRU FIBER OPTIC INDEFEASIBLE RIGHT TO USE AGREEMENT FOR EAGAN FIRE STATION #2 TO DATABANK SEGMENT THIS FIBER OPTIC INDEFEASIBLE RIGHT TO USE together with any attached exhibits (collectively the "Agreement") made and entered into by and between the City of Eagan, a Minnesota municipal corporation ("IRU Grantor" or "the City"), and Dakota County, acting by and through its Board of Commissioners ("IRU Grantee", or "the County"). The IRU Grantor and IRU Grantee may be referred to herein individually as a "Party" or collectively as the "Parties." BACKGROUND A. The County desires to lease Fibers from the City as described in this Agreement; and B. The City agrees to grant to County the right to use specific Fibers within certain Fiber Optic Cable segments on the terms and conditions set forth below. DEFINITIONS The following terns are used in this IRU: A. "Effective Date" is the date upon which all Paries have executed this Agreement. B. "Fiber" means a glass strand or strands which is/are used to transmit a communication signal along the glass strand in the form of pulses of light. C. "Fiber Optic Cable" or "Cable" means a collection of fibers with a protective outer covering. D. "IRU Cable" means a Cable containing one or more Fibers, constructed and owned by the City in which the County has an DRU pursuant to the terms of this Agreement. E. "IRU Fibers" means the specific City owned Fiber located at Fire Station #2 to Databank Data Center and as described further herein, an DRU for which is granted to the County in the IRU Cable. F. "Indefeasible Right of Use" or "IRU" means an indefeasible right to use the IRU Fibers, provided, however, that granting of such IRU does not convey legal title to the IRU Fibers. G. "Optical Splice Point" means a point where the County's Cable is connected to the City's Cable within a splice enclosure. H. "Relocation" means any physical movement of fiber optic cable or conduit required due to reconstruction, modification, change in grade, expansion or relocation of a County road or highway, or a city street. I. "Right of Way" means the real property, including all fee simple, easements, access rights, rights of use and other interests devoted to road or highway purposes. In consideration of their mutual promises, the parties expressly agree as follows: ARTICLE LICENSES Section 1.1 The County desires to obtain an IRU in the IRU Fibers in the route depicted in Exhibit A and further described in Exhibit B to this Agreement, which are incorporated into this IRU by reference. In consideration of the promises by the County in this Agreement, the City grants an IRU to the County in the IRU Cable identified in Exhibit A hereto. The City grants to the County the right to use the IRU Fibers identified in Exhibit B. including, but not limited to, handholes, splice enclosures, and related equipment but excluding any electronic or optronic equipment at termination points located in DataBank Data Center and Eagan Fire Station 2. Prior to use, the County shall coordinate with City the use of any handholes and splice enclosures required for the IRU Fibers, as well as coordinate when splicing will be performed. The County shall be entitled to use the IRU Fibers for any lawful purposes subject to (i) agreeing to be bound by all laws, regulations and any requirements of the City regarding access to City rights of way, and (ii) otherwise complying with the terms and conditions of this IRU. Section 1.2 Subject to the terms and conditions of this Agreement, City hereby grants to the County a license to access and use the IRU Fibers within the Fiber Optic Cable segments described in this Agreement during the term of this Agreement. The specific fiber strands subject to this IRU segment are identified in Exhibit B. Section 1.3 The IRU Fibers are being leased to the County "as is." If there is any equipment needed (e.g. splice cases, handholes, etc.) or any fiber splices needed to interconnect fiber cables, the County shall be responsible for coordinating its work with the City and shall pay any and all costs and fees associated with connecting the IRU Fibers to the County's fibers. Section 1.4 Notwithstanding anything contained to the contrary in this Agreement, the Parties acknowledge and agree that nothing contained in this Agreement shall operate to limit, interfere with, or otherwise adversely affect each Party's right to manage, control, construct, relocate, maintain, replace and expand their fiber optic network equipment and infrastructure that either may deem necessary or desirable in its sole discretion, subject only to the IRU and the County's license to the IRU Fibers. ARTICLE II EFFECTIVE DATE AND TERM The County shall be entitled to use the IRU Fibers granted by the City upon the Effective Date. The term of this Agreement shall be for twenty (20) years, commencing on the Effective Data, unless terminated in writing by the Parties or one of the events set forth in Article 11, Section 11.2 of this Agreement occurs, whichever is first. ARTICLE III LICENSE FEES The County shall be charged a flat fee of $70,000.00 for use of the IRU Fibers. The County shall make a one-time payment of $70,000.00 to the City upon execution of this Agreement. ARTICLE IV MAINTENANCE AND REPAIR The City shall be fully responsible for maintaining and repairing the City owned Cable within which the DRU Fibers exist. ARTICLE V SPLICING The County shall he responsible for the cost and contracting of all splicing work required to connect the DRU Fibers. The County shall submit to the City at least two weeks written notice prior to the County or County's contractor performing splicing work on the IRU fibers including the name of the contractor the County intends to utilize, the splicing instructions provided to the contract, and the scheduled date and time of work. ARTICLE VI REPRESENTATIONS AND WARRANTIES Section 6.1 The County warrants that its use of the IRU Fibers shall comply with all applicable governmental codes, ordinances, laws, riles, regulations and/or restrictions. Section 6.2 The City represents and warrants that it has the right to grant this IRU in the IRU Fibers. Section 6.3 The County's sole and exclusive remedy and the City's sole and exclusive maximum liability under this Agreement for failure of the IRU Fibers shall be, at the sole option of the City, to repair or replace any defective portion of the DRU Fibers, provided that the City is promptly notified in writing upon discovery by the County that any portion of the IRU Fibers has failed to conform with the terms of this DRU, such writing to include an explanation of alleged failures. Section 6.4 Neither Party's warranties extend to defects caused by acts of God, accident, fire or other hazard, or by any misuse, neglect, alterations, storage, attempts to repair, or use of other supplies not meeting specifications. THE FOREGOING WARRANTIES AND REMEDIES CONSTITUTE THE ONLY WARRANTIES WITH RESPECT TO THE DRU FIBERS. SUCH WARRANTIES ARE IN LIEU OF ALL OTHER WARRANTIES, WRITTEN OR ORAL, STATUTORY, EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION, ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. NEITHER PARTY SHALL IN ANY EVENT BE LIABLE FOR ANY INCIDENTAL, SPECIAL, OR CONSEQUENTIAL DAMAGES OF ANY NATURE WHATSOEVER FOR ANY REASON. ARTICLE VII LIABILITY; INDEMNIFICATION Section 7.1 Neither City nor County shall be liable to the other for any indirect, special, punitive or consequential damages arising under this Agreement or from any breach or partial breach of the provisions of this Agreement or arising out of any act or omission of either Party hereto, its directors, officers, employees, servants, contractors and/or agents. Section 7.2 The County assumes, releases and agrees to indemnify, defend, protect and save City (including its officers, agents, representatives and employees) harmless from and against any claim, damage, loss, liability, injury, cost and expense (including reasonable attorneys' fees and expenses) in connection with any loss or damage to any person or property arising out of or resulting in any way from the acts or omissions to act, negligence or willful misconduct of the County, its directors, officers, employees, servants, contractors and/or agents in connection with the exercise of its rights and obligations under the terms of this Agreement. The City assumes, releases and agrees to indemnify, defend, protect and save County (including its officers, agents, representatives and employees) harmless from and against any claim, damage, loss, liability, injury, cost and expense (including reasonable attorneys' fees and expenses) in connection with any loss or damage to any person or property arising out of or resulting in any way from the acts or omissions to act, negligence or willful misconduct of the City, its directors, officers, employees, servants, contractors and/or agents in connection with the exercise of its rights and obligations under the terms of this Agreement. Section 7.3 Nothing contained herein shall operate as a limitation on the right of either Party hereto to bring an action for damages, including consequential damages, against any third party based on any acts or omissions of such third party as such acts or omissions may affect the construction, operation or use of the Fiber, Cable, or IRU Fibers; provided, however, that (i) the Parties to this Agreement shall not have any claim against the other Party for indirect, incidental, special, punitive or consequential damages (including, but not limited to, any claim from any customer for loss of services), and (ii) each Party hereto shall assign such rights or claims, execute such documents and do whatever else may be reasonably necessary to enable the injured party to pursue any such action against such third party. ARTICLE VIII FORCE MAJEURE The obligations of the Parties hereto are subject to force majeure and neither Party shall be in default under this Agreement if any failure or delay in performance is caused by strike or other labor dispute; accidents; acts of God; fire; flood; earthquake; lightning; unusually severe weather; material or facility shortages or unavailability not resulting from such party's failure to timely place orders therefor; lack of transportation; acts of any governmental authority; condemnation or the exercise of rights of eminent domain; war or civil disorder; or any other cause beyond the reasonable control of either party hereto. The excused party shall use reasonable efforts under the circumstances to avoid or remove such causes of non-performance and shall proceed to perform with reasonable dispatch whenever such causes are removed or ceased. ARTICLE IX RELOCATION OF CABLE Section 9.1 The Parties shall have the right to relocate the IRU Cable at any time upon written notice to the other Party (a 'Relocation'). The County shall be responsible for all costs associated with a Relocation of the IRU Fibers required by alteration of the Right -of -Way or by the request of a third party having authority to require the move. The County may seek and receive funding or reimbursement from a third party for a Relocation by the County and the City shall have no right to such funds or reimbursements and shall not pursue a claim against such funds. The City shall be responsible for the remaining costs associated with a Relocation required by alteration of the Right -of -Way or by the request of a third party having authority to require the move. The City may seek and receive funding or reimbursement from a third party for a Relocation by the City and the County shall have no right to such funds or reimbursements and shall not pursue a claim against such funds. Section 9.2 Either Party shall give the other Party at least sixty (60) days prior notice of any such Relocation, if possible. The relocating party shall have the right to determine the extent of, the timing of, and the methods to use for such Relocation; provided that any such relocated IRU Cable, IRU Fibers and related conduit shall be constructed and tested in accordance with industry standard specifications and requirements. In addition, the relocating party shall use reasonable efforts to ensure Relocation does not result in an adverse change to the operations, performance or connection points with the network of the other party, or end points of the applicable IRU Cable and IRU Fibers. Section 9.3 Each Party has the right to review the Relocation plans at least fourteen (14) days prior to commencement of any Relocation. Either Party may submit comments on the Relocation plans, which comments shall not delay commencement of the Relocation. Both Parties shall have the right to have a representative present at the time a Relocation occurs. ARTICLE X CONFIDENTUL17TY The Parties agree and recognize that this Agreement as well as information and documents the Parties receive from one another during the term of this Agreement may be considered public data under the Minnesota Government Data Practices Act, Minn. Stat. Ch 13. The Parties agree to comply with the Minnesota Government Data Practices Act as it applies to all data provided by the Parties under this Agreement, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by any Party under this Agreement. The civil remedies of Minn. Star. § 13.08 apply to the release of the data referred to in this clause by any Party. If either Party receives a request to release data arising out of or related to the Facility or the use, operation or maintenance thereof, the Party receiving the request must immediately notify the other Party of the request. The Parties will promptly consult and discuss the best way to respond to the request. ARTICLE XI ABANDONMENT; TERMINATION; EFFECT OF TERMINATION Section 11.1 Should the County decide to abandon all or part of the DRU Cable or IRU Fibers during the tern of this Agreement, it may do so by providing sixty (60) days' notice informing City in writing of its intent to abandon. Such abandonment shall be at no cost to either Party except as set forth in this Article. Section 11.2 This Agreement shall terminate upon the fust to occur of the following: (a) Automatically upon the effective date abandonment by the County. (b) Upon written notice from either Party to the other if a default occurs that is not cured within the time allowed hereunder or an event of default occurs under Article 11, Section 11.2. Section 11.3 If this DRU terminates under Article 11, Section 11.2(a) neither Party shall have any liability to the other Party for the use of the DRU Fibers. If this Agreement terminates under Article 11, Section I1.2(b), the non -defaulting party shall not have any liability to the defaulting party, and the defaulting party shall be liable for such damages to the non -defaulting party as the non -defaulting party may establish in a court of law, except as limited by this Agreement. Upon termination of this Agreement for any reason, the Parties agree to promptly draft and execute any documents reasonably required to effect such termination. Section 11.4 Upon termination of this Agreement for any reason, the County shall cease to have any rights to the DRU Fibers or other rights under this Agreement or any obligations under this Ageement except for obligations under this Article and any other obligations that arose prior to such termination. ARTICLE XD DEFAULT Section 12.1 Neither Party shall be in default under this Agreement unless and until the other Party shall have given the defaulting party written notice of such default and the defaulting party shall have failed to cure the default within thirty (30) days after written receipt of such notice; provided, however, that where a default cannot be reasonably cured within the thirty (30) day period, if the defaulting party shall promptly proceed to cure the default with due diligence, the time for curing the default shall be extended for a period of up to ninety (90) days from the date of receipt of the default notice or until the default is cured, whichever is shorter. Section 12.2 Upon the failure by the defaulting party to timely cure any default after notice thereof from the non -defaulting patty, the non -defaulting party may take any action it determines, in its discretion, to be necessary to correct the default, and/or pursue any legal remedies it may have under applicable law or principles of equity relating to the breach. ARTICLE XIII NOTICES Section 13.1 Unless otherwise provided herein, all notices and communications concerning this Agreement shall be in writing and addressed as follows: If to the City: City of Eagan Attn: IT Department 3830 Pilot Knob Road Eagan, MN 55122 With a copy to: City Attorney Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 If to County: Dakota County Attn: Information Technology Department Director 1590 Highway 55 Basting, MN 55033 With a copy to: County Attorney's Office Atm: Civil Division 1560 Highway 55 Hastings, MN 55033 Section 13.2 Unless otherwise provided herein, notices shall be sent by certified U.S. Mail, return receipt requested, or by commercial overnight delivery service which provides acknowledgment of delivery, or by facsimile, and shall be deemed delivered: if sent by U.S. Mail, five (5) days after deposit; if sent by facsimile, or commercial overnight delivery service, upon verification of receipt. ARTICLE XIV LIMITATION ON CITY PROPERTY INTEREST This Agreement does not grant the County any property interest or estate in or lien upon the City's property, Optical Fiber Network or any components thereof or any Intellectual Property, except for use of the IRU Fibers during the term of this Agreement. All liens, claims and charges of the County at any time shall not attach to any interest of the City or in any property owned by the City. ARTICLE XV GOVERNING LAW AND VENUE This Agreement shall be governed and construed in accordance with the laws of the State of Minnesota without regard to its conflict of laws provision. The Parties agree that any action arising out of this Agreement or with respect to the enforcement of this Agreement shall be venued in the Dakota County District Court, State of Minnesota. ARTICLE XVI INDEPENDENT CONTRACTOR The performance by the County and the City of all duties and obligations under this Agreement shall be as independent contractors and not as agents of the other Party, and no persons employed or utilized by a perforating party shall be considered the employees or agents of the other. Neither Party shall have the authority to enter into any agreement purporting to bind the other without its specific written authorization. The Parties agree that this Agreement does not create a partnership between, or a joint venture of the County and the City. ARTICLE XVII MISCELLANEOUS Section 17.1 The headings of the Articles in this Agreement are strictly for convenience and shall not in any way be construed as amplifying or limiting any of the terms, provisions or conditions of this Agreement. Section 17.2 In construction of this Agreement, words used in the singular shall include the plural and the plural, the singular, and "of' is used in the inclusive sense, in all cases where such meanings would be appropriate. Section 17.3 If any provision of this Agreement is found by any court of competent jurisdiction to be invalid or unenforceable, then the parties hereby waive such provision to the extent that it is found to be invalid or unenforceable and to the extent that to do so would not deprive one of the parties of the substantial benefit of its bargain. Such provision, to the extent allowable by law and the preceding sentence, shall not be voided or canceled, but instead will be modified by such court so that it becomes enforceable with all of the other terns of this Agreement continuing in full force and effect. Section 17.4 This Agreement may be amended only by a written instrument executed by all Parties. Section 17.5 No failure to exercise and no delay in exercising, on the part of either Party hereto, any right, power or privilege hereunder shall operate as a waiver hereof, except as expressly provided herein. Any waiver by either Party of a breach of any provision of this Agreement shall not be deemed to be a waiver of any other or subsequent breach and shall not be construed to be a modification of the terms of this Agreement unless and until agreed to in writing by both Parties. Section 17.6 In the event of a conflict between the provisions of this Agreement and those of the Exhibits, the provisions of the Exhibits shall prevail and the Agreement will be deemed corrected accordingly. Section 17.7 This Agreement has been fully negotiated between and jointly drafted by the parries. Section 17.5 All actions, activities, consents, approvals and other undertakings of the parties in this IRU shall be performed in a reasonable and timely manner. Section 17.9 Unless expressly defined herein, words having well (mown technical or trade meanings shall be so construed. Section 17.10 This Agreement is solely for the benefit of the parties hereto and their permitted successors and assigns. ARTICLE XVIII ENTIRE AGREEMENT This Agreement, any Exhibits referenced and attached hereto or to be attached hereto, constitutes the entire agreement between the Parties with respect to the subject matter hereof and supersede any and all prior negotiations, understandings and agreements with respect hereto, whether oral or written. [The rest of the page intentionally left blank. Signature page follows.] IRU GRANTOR: CITY OF EAGAN By: Mike Maguire Its: Mayor IRU GRANTEE: COUNTY OF DAKOTA By.- Dta.(Am Lj ft—s—^4. ts10@��.y P.l�n.13, MAriALC+I By: Approved as to Form Christina M. Scipioni Its: Clerk K51g-165 County -Eagan 48 Strand eataBank IRU Final 10 /s/ Jay R Stassen August 24 2018 Assistant County Attorney Date DataBank South MMR �Awm—mmmw Yankee Dootlle.Rtl.-- Is ' --,Fire Station2�A�'q— � � 1: IRU Cable Path Eagan Fire Station 2 to DataBank South A4v1R Yankee Dootlle.Rtl.-- Is ' --,Fire Station2�A�'q— � � 1: EXHIBIT B Description of Fiber Details, Ownership, and Use Segment 1 This segment consists of 48 dark strands of fiber from Eagan Fire Station 2 (1001 Station Tr) to DataBank Data Center (3255 Neil Armstrong Blvd). The City will own and maintain the fiber in Segment 1. The County will have use of the following 48 strands of fiber within the cables: • Strands 73-120 of 144ct cable from Fire Station 2 to AccessEagan Splice Point #14 (NW comer of Yankee Doodle Rd & Columbia Dr). • Strands 73-120 of 144ct cable from AccessEagan Splice Point #14 to AccessEagan Splice Point #2 (NE comer of Yankee Doodle Rd & Lexington Ave). • Strands 73-120 of 144ct cable from AccessEagan Splice Point #2 to DataBank Data Center South MMR, AccessEagm cabinet, Panel 2. These strands are labeled 217- 264 in the DataBank Data Center panel. Agenda Information Memo October 16, 2018, Eagan City Council Meeting CONSENT AGENDA I. Approve purchase agreement with Costco Wholesale Corporation for the sale of excess right of way in northeast Eagan Actions To Be Considered: To approve a purchase agreement with Costco Wholesale Corporation for the sale of excess right of way in northeast Eagan. Facts:  The Minnesota Department of Transportation conveyed certain land north of Blue Gentian Road to the City for right-of-way and ponding purposes.  Because the property is no longer needed for right-of-way or ponding purposes, the City Council declared it to be surplus on May 15, 2018.  Costco Wholesale Corporation has received approvals to develop Lot 1, Block 1, Blue Gentian Corporate Center currently owned by McGough Development.  To accommodate circulation within the proposed development, Costco has requested that the City convey the southwest surplus right-of-way parcel.  On July 17, 2018, the City Council, with a recommendation from the Finance Committee, approved a Property Transfer Agreement that provides for reimbursement of any City costs and the sale of the southwest surplus parcel to Costco for the appraised value.  Based on the appraisal, the negotiated purchase price is $250,000.00. Issues: None Attachments: (2) CI-1 Location Map CI-2 Draft Purchase Agreement Southwest Parcel Lot 1, Block 1 Blue Gentian Corporate Center HWY 55 HWY 55HWY 55HWY 55 B lu e Wate r R o a dBlue Gentian RoadB lu e G e n tia n R o a d B lu e G e n tia n R o a d 200 0100 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 Blue Gentian (Costco) Area PURCHASE AGREEMENT 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 Costco Wholesale Corporation, a Washington corporation (“Buyer”). For purposes of this Agreement, the term “Effective Date” shall mean the date that Buyer receives a fully executed copy of this Agreement. In consideration of the covenants and agreements contained herein, the parties agree as follows: 1. Property. Subject to compliance with the terms and conditions of this Agreement, Seller shall sell to Buyer and Buyer shall purchase from Seller property legally described on Exhibit A (the “Property”). 2. Purchase Price; Payment. A. Purchase Price. The purchase price for the Property shall be Two Hundred Fifty Thousand and no/100 Dollars ($250,000.00) (“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 Five Thousand and no/100 Dollars ($5,000.00) as earnest money shall be deposited with the Escrow Agent within five (5) days of the Effective Date. 3. Title to be Delivered; Commitment; Title Objections. A. Title to be Delivered. At Closing, Seller agrees to convey fee simple title in the Property subject to the Permitted Exceptions defined herein. B. Commitment. The Buyer shall, within thirty (30) days after full execution of this agreement, cause to be issued and delivered at Buyer’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 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 Survey, the Commitment, or any update or supplement thereto. Any exception disclosed in the Survey or Commitment (or any update or supplement thereto) and not objected to by Buyer within the applicable ten 2 (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 after 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. Buyer has all surveys, plans and other information relating to the Property (hereinafter the “Property Information”). B. Buyer’s Inspections. 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 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. 5. Control of Property. 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 with a use restriction limiting it to roadway purposes only. B. Seller certifies that Seller does not know of any “Wells” on the described 3 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. 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. I. To Seller’s knowledge, no methamphetamine production has occurred on the Property. 7. Closing Date. The Closing shall occur within ten (10) days after Buyer obtains approval from the City of Eagan for its proposed development on the Property. 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 Quit Claim 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. Deliver to Buyer such other documents as may be reasonably necessary to effectuate the transfer contemplated in this Purchase 4 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. 10. Closing Costs for the Closings. The following costs and expenses shall be paid by Buyer in connection with the Closing: 1. All fees to record all of the documents necessary to permit Seller to convey fee simple title to the Property to Buyer; 2. Any state, county or municipal deed tax, excise tax or transfer fee imposed on the conveyance; 3. Any closing fee charged by Escrow Agent or any title company closing this transaction; and 4. The fee necessary to record the Deed; 5. The premium for any Owner’s Title Insurance Policy requested by Buyer; 6. Buyer’s attorneys’ fees and costs. 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. 12. Brokerage. Buyer represents and warrants that it has not engaged the services of any broker 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 5 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 all of the parties hereto, shall be binding upon the parties hereto, their heirs, representatives, successors and assigns. 15. Possession. Seller shall deliver possession of the Property to Buyer on the Closing Date. The Property shall be delivered in essentially the same condition and state of repair as on the date of this Agreement (ordinary wear and tear and damage from casualty excepted), and Seller shall have removed all equipment, and personal property not expressly included in this transaction. 16. 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. 6 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): 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: Costco Wholesale Corporation Attn: Bruce Coffey, AVP/Corporate Counsel 999 Lake Drive Issaquah, WA 98027 E. Successors and Assigns. 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. Invalidity. 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 7 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. I. 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 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. SELLER: BUYER: CITY OF EAGAN, a Minnesota Costco Wholesale Corporation municipal corporation a Washington corporation By: _______________________________ By: ______________________________ Mike Maguire Its: __________________________ Its: Mayor By: ________________________________ Christina M. Scipioni Its: Clerk EXHIBIT A Agenda Information Memo October 16, 2018, Eagan City Council Meeting CONSENT AGENDA J. Authorize the City Attorney to commence a quiet title action to remove use restriction for property in northeast Eagan Actions To Be Considered: To authorize the City Attorney to commence a quiet title action to remove use restriction for property in northeast Eagan. Facts:  The Minnesota Department of Transportation conveyed certain land north of Blue Gentian Road to the City for right-of-way and ponding purposes.  Because the property is no longer needed for right-of-way or ponding purposes, the City Council declared it to be surplus on May 15, 2018.  Costco Wholesale Corporation has received approvals to develop Lot 1, Block 1, Blue Gentian Corporate Center currently owned by McGough Development.  To accommodate circulation within the proposed development, Costco has requested that the City convey the southwest surplus right-of-way parcel. A purchase agreement will be considered by the City Council on October 16, 2018.  Costco has also requested that the City commence quiet title action to remove the use restriction on the property prior to closing.  The City will be reimbursed for its costs to clear the title. Issues: None Attachments: (1) CJ-1 Location Map Southwest Parcel Lot 1, Block 1 Blue Gentian Corporate Center HWY 55 HWY 55HWY 55HWY 55 B lu e Wate r R o a dBlue Gentian RoadB lu e G e n tia n R o a d B lu e G e n tia n R o a d 200 0100 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 Blue Gentian (Costco) Area Agenda Information Memo October 16, 2018 Eagan City Council Meeting CONSENT AGENDA K. Contract 18-05, Central Maintenance Facility Phase II Improvements Action To Be Considered: Approve Change Order No. 3 for Contract 18-05 (Central Maintenance Facility - Phase II Improvements) and authorize the Mayor and City Clerk to execute all related documents. Facts:  Contract 18-05 provides for the following improvements on the CMF site. o Construction of tempered vehicle storage building. o Renovation of office, staffing, kitchen and lunchroom areas. o Construction of automated vehicle wash facility.  On March 20, 2018, the contract was awarded to Ebert Construction for the base bid and alternate bid #1 in the amount of $3,162,300.00.  Change Order No. 3 provides for Central Maintenance Facility office upgrades, items uncovered during remodeling and needed items not covered under the original contract, including additional drywall work, existing floor patching and removal of footings in conflict with proposed construction (ADD $10,010.52).  The change order provides for a cost addition of $10,010.52 (0.3% of original contract). The total additional cost of the revisions under the change order will be paid by contingency funds for the Central Maintenance Facility – Phase II Improvements.  The change order has been reviewed by the Public Works Department and found to be in order for favorable Council action. Attachment (1) CK-1 Change Order No. 3 P:\PROJECTS\2017\17068\5 - CONSTRUCTION ADMIN\CHANGE ORDERS & PAY APPS\CHANGE ORDER #01 RECOMMENDATION TO COUNCIL.DOCX 7300 WEST 147TH STREET SUITE 504 APPLE VALLEY, MN 55124-7580 (952) 431-4433 MEMORANDUM: PROJECT: Eagan Central Maintenance Facility –Upgrades CNH NO: 17068 DATE: October 4, 2018 TO: City of Eagan – Mayor and City Council SUBJECT: Change Order #03 Review The following is a summary of the items being submitted as Change Order #03 for the Eagan Central Maintenance Facility Upgrade project. Background: The construction on the Central Maintenance Facility Upgrade is progressing well and ahead of schedule with the office remodeling work and heated storage building completed as well as the final equipment being installed in the new vehicle wash building. During the past few months several items have come up to improve the facility or address items uncovered during demolition and remodeling efforts. These items are summarized below. Description of Changes: The changes that are incorporated in the attached Change Order #03 are the following: A. Items uncovered during construction: This change represents items that were uncovered or discovered during the construction process as is common in remodeling projects. These additional drywall work and existing floor patching in the offices as well as removal of old foundations from the old salt storage building that conflicted with soil corrections for the new vehicle wash building. B. Minor miscellaneous adds and deducts: As is typical during the construction process there are a handful of minor adds and deducts to address items that were determined to best fit the needs of the public works operations within the building. P:\PROJECTS\2017\17068\5 - CONSTRUCTION ADMIN\CHANGE ORDERS & PAY APPS\CHANGE ORDER #01 RECOMMENDATION TO COUNCIL.DOCX Pricing: The following are the pricing for each group of Proposal Request items listed above and included in this Change Order. All prices have been reviewed by CNH Architects and our consultant team and have been determined to be within appropriate unit costs for the work proposed. A. Items Uncovered During Remodeling Add $4,988.19 B. Minor Miscellaneous Adds and Deducts Add $5,022.33 Total Add $10,010.52 New Contract Total $3,211,154.99 Original Contingency $170,695.00 Contingency Balance $121,840.01 Conclusion: The items in the Change Order represent recommended upgrades to best serve the city and staff using this facility. As noted above CNH Architects, our team, and staff have reviewed the pricing shown above and are comfortable as being appropriate for the work involved. CNH Architects recommends approval of this Change Order as in the best interest of staff operations and long-term City value. Respectfully Submitted, Quinn S. Hutson, AIA, LEED AP Principal CNH Architects, Inc. Agenda Information Memo October 16, 2016 Eagan City Council Meeting CONSENT AGENDA L. DNR State Park Road Account Program - Grant Nicols Road ACTION TO BE CONSIDERED: Authorize submittal of an application to the Minnesota Department of Natural Resources (DNR) State Park Road Account Program for street improvements to Nicols Road (north of the Union Pacific Railroad) and authorize the Mayor and City Clerk to execute all related documents. FACTS:  Dakota County Parks has been working on a project to i mprove the parking lot and construct a trail head near the Cedar Avenue (State Highway 77) bridge for the County’s Minnesota River Greenway. An existing parking lot near the bridge is in poor condition. The existing portion of the trail has been very popular and this parking lot/trail head improvement will help facilitate greater use of the trail as it currently exists and in the future with the extension of the greenway to the north.  The DNR is concurrently working on a project in the immediate vicinity to improve the Minnesota River boat launch and vehicle/trailer parking area.  The general public vehicle access to these two improvements is by way of Nicols Road, which becomes Black Dog Road when the road enters Burnsville. Nicols Road is a minimum maintenance road. The road is in poor condition in both communities.  Dakota County Parks’ staff reached out to Eagan and Burnsville Public Works staff to gauge interest in obtaining grant funding to improve the road condition for access to an improved parking lot/trail head and boat launch.  The grant program is provided through the Minnesota Department of Natural Resources State Park Road Account Program (“SPRA”) which is meant to help local governments improve access to public recreational facilities. Dakota County would provide the bulk of the grant writing for an application.  The grant, as requested, would provide 100% of the cost for construction of the street improvements in Burnsville and Eagan. The estimated construction costs for the improvements are approximately $550,000. The only estimated unfunded costs would be permitting, engineering and project delivery costs (estimated at $80,000) which would be shared between the Cities of Eagan and Burnsville.  With a successful grant application, a joint powers agreement (“JPA”) would be proposed between Burnsville, Dakota County and Eagan to provide project delivery responsibilities. The agreement would provide that Dakota County pay any overages for the construction cost and be responsible for future general maintenance of the road, including winter maintenance. Burnsville and Eagan would be responsible for the permitting, engineering costs and project delivery. The grant is expected to accomodate project delivery in 2020.  The grant application has been reviewed by the Public Works Department, is similar to other grant applications, and in order for favorable Council action. ATTACHMENTS (2) CL-1 Location Map CL-2 Resolution BURNSVILLE EA GAN DNR Bo at Lau nch Dakota County Tra il Head Nicols Road Segment BLOOMINGTON CEDAR AVENICOLS RD BLACK DOG RD ESIBLEY M EM O R IAL H W YSILVER BELL RD EAGAN OUTLETS PKW YN IC O LS R DCEDAR AVE³ Road Segment for Grant Application State Park Road Account Programfor Rehabilitation of Nicols Road MINNESOTA DEPARTMENT OF NATURAL RESOURCES STATE PARK ROAD ACCOUNT PROGRAM GRANT NICOLS ROAD WHEREAS, Dakota County Parks has been working to improve the parking lot and construct a trail head near the Cedar Avenue (State Highway 77) bridge for the County ’s Minnesota River Greenway; and WHEREAS, the Minnesota Department of Natural Resources is concurrently working on a project in the immediate vicinity to improve the Minnesota River boat launch and vehicle/trailer parking area; and WHEREAS, the general public vehicle access to these two improvements is by way of Nicols Road within Eagan, which becomes Black Dog Road when the road enters Burnsville; and WHEREAS, a grant program provided through the Minnesota Department of Natural Resources State Park Road Account Program is meant to help local governments improve access to public recreational facilities; and, WHEREAS, a grant would provide 100% of the construction costs of the street improvements in Burnsville and Eagan; and, WHEREAS, Dakota County would pay any overages for the construction cost and be responsible for future general maintenance of the road, including winter maintenance, and Burnsville and Eagan would be responsible for the permitting, engineering costs and project delivery . NOW, THEREFORE, BE IT RESOLVED that the City of Eagan hereby authorizes submittal of an application to the Minnesota Department of Natural Resources State Park Road Account Program for street improvements to Nicols Road (north of the Union Pacific Railroad). DATED this 16th day of October, 2018 Mike Maguire, Mayor ATTEST: Christina M. Scipioni, City Clerk CERTIFICATION State of Minnesota County of Dakota City of Eagan I hereby certify that the foregoing Resolution is a true and correct copy of a Resolution presented to and adopted by the City Council of Eagan at a duly authorized meeting thereof held in the City of Eagan, Minnesota, on the 16th day of October, 2018, as disclosed by the records of said City in my possession. Christina M. Scipioni, City Clerk Agenda Information Memo October 16, 2018 Eagan City Council Meeting CONSENT AGENDA M. Summerbrooke Addition – Extended Warranty Action To Be Considered: Accept the Extended Warranty Agreement with McWane Ductile for the Summerbrooke Addition water main pipe and authorize the Mayor and the City Clerk to execute all related documents. Facts:  As part of Public Works staff’s typical inspection of the installation of street and utility improvements related to the construction of the Summerbrooke residential subdivision under a development contract, questions were raised regarding the water main that led to additional testing efforts.  While the water main met all specified testing requirements, Public Works staff recognized some uniqueness in the water mai n pipe material that led them to enquire about additional financial protection for the City.  In response to the Public Works staff concern, the water main pipe supplier has offered a 60-year warranty on the pipe material. 60 years is an industry standard life expectancy for ductile iron water pipe.  Two methods of additional corrosion protection had been specified for the water main originally, so the pipe was installed with greater protection against structural deterioration than 99% of the public water main installed within the city.  The proposed warranty will ensure that the City does not bear the cost of early pipe failure due to the uniqueness of the pipe material.  This request has been reviewed by representatives of the Public Works Department an d the City Attorney’s office and found to be in order for favorable consideration by the Council. Attachments (1) CM-1 Warranty Agreement M McWANE I IRON STRONG DUCTILE Provided to City of Eagan, Minnesota 2266 South Sixth Street Coshocton, OH 43812 P: 740-622-6651 F: 740-622-8551 mcwaneductile.com This Special Extended Warranty Agreement is extended this`day of n a r 2018, by McWane, Inc., doing business as McWane Ductile ("McWane"), to the City of Eagan, Minnesota (the "CITY"). McWane and the CITY are collectively referred to as the "PARTIES" WHEREAS, Hunter Homes, LLC ("DEVELOPER") applied for and obtained approval by the CITY for a development known as "SummerBrooke" (the "PROJECT"); and WHEREAS, as part of the development, the DEVELOPER engaged a contractor for the construction of the potable water supply project within the PROJECT; and WHEREAS, the water supply project required, along with other items, the installation of approximately 1800' of 8" Class 52 ductile iron pipe used on the PROJECT which was manufactured and supplied by McWane and ultimately furnished to CONTRACTOR for the PROJECT as required by the CITY under that certain development agreement between the CITY and the DEVELOPER dated June 5, 2018 (the "CONTRACT") for the following streets: SummerBrooke Place, SummerBrooke Court and SummerBrooke Circle; and WHEREAS, the DEVELOPER, through its contractor, installed the ductile iron pipe that was manufactured and supplied by McWane under portions of street names or other pipeline section descriptors; and WHEREAS, McWane warrants its ductile iron pipe against manufacturing defects; and WHEREAS, the CITY has concerns that the ductile iron pipe may have manufacturing defects and McWane has agreed to offer and extend additional warranties to the CITY in lieu of replacement of the pipe; and WHEREAS, the CITY is willing to accept the extended warranty all under the terms and conditions contained herein. NOW, THEREFORE, in consideration of the foregoing and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the PARTIES agree as follows: 1. McWane does hereby warrant and guarantee to the CITY for the period of sixty (60) years from the date of this Special Extended Warranty, that all pipe manufactured and supplied by McWane ("Goods") for the PROJECT in the CITY meets the requirements of the Contract and is, and shall be, free from any defects in material and workmanship under conditions of normal use. McWane will not be liable or responsible, however, for (A) any defects attributed to normal wear and tear, erosion or corrosion, improper storage, use or maintenance of the Goods. This Special Extended Warranty does not cover failure of any part or parts manufactured by others, failure of any part or parts from external forces, including without limitation corrosive soils, earthquake, installation, vandalism, vehicular or other impact, application of excessive torque to the operating mechanism, frost heave or other event beyond McWane's reasonable control IYD MCWANE I IRON STRONG DUCTILE 2. In the event any pipe supplied by McWane to the CITY on the PROJECT leak or otherwise fail ("failure") and the CITY Engineer, or his designee, reasonably concludes that the failure is due to a manufacturing defect in the pipe supplied by McWane, the CITY Engineer, or his designee, shall promptly provide notice to McWane before effectuating any repairs or undertaking any remediation efforts (subject to the exception for emergency repairs as provided herein). McWane will be given the greater of twenty-four (24) hours or completion of the next business day from receipt of such notice to send representatives to observe the removal and marking of any allegedly defective pipe. If, however, the CITY, in its sole discretion, determines that immediate remedial repairs must be completed, it shall not be required to give such notice, but instead, shall give notice as soon as practical to McWane, but no later than the greater of forty-eight (48) hours or completion of the next business day after the completion of remedial repairs and shall take all steps necessary to preserve evidence of the alleged defect. If the failure is ultimately determined to be a result of a manufacturing defect, McWane agrees to reimburse the CITY the cost of replacement and/or reasonable remedial repairs, including equipment, labor and materials, and further agrees to reimburse and indemnify the CITY for any other damages incurred by the CITY as a result of such failure, including reasonable attorney's fees. The CITY's exclusive remedy and McWane's sole liability for any loss, damage, injury or expense of any kind arising from the manufacture, delivery, sale, installation, use or shipment of the Goods and whether based on contract, warranty, tort or any other basis of recovery whatsoever, will be the remedies described above. 3. Any claim under this Special Extended Warranty will be subject to the further condition precedent that the CITY agrees that all testing of any pipe alleged to be defective shall be performed in the following manner: a. The CITY shall preserve the allegedly defective pipe and each of the parties, including the party's designated engineering consultant, shall be provided with samples of pipe for which testing is required by either party; b. The parties shall have the opportunity to test each sample of the allegedly defective pipe in accordance with the provisions of ANSI/AWWA C151/A21.51-09, in effect as of the date of initiation of the project; c. Each of the parties shall be entitled to observe the other party's testing and be provided with copies of all testing results; d. If requested by either party, further samples will be made available for testing by an independent testing facility chosen by the party(s) desiring additional testing. Each of the parties may also observe testing by any such testing facility. The results of such testing shall not be binding on the parties, but shall be performed for the purpose of allowing each party the opportunity to form an opinion concerning the condition of the pipe; and e. In the event of a dispute regarding the cause of any pipe failure or the interpretation, enforcement, or application of this Special Extended Warranty, each party may submit the dispute to the Dakota County district court. The laws of the State of Minnesota shall govern any such dispute, without regard to any conflicts of law statutes. MCWANE DUCTILE IRON STRONG 4. Notice or other communications under this Special Extended Warranty shall be deemed to have been duly served if it is in writing, and delivered to the person or to a member of the firm or to an officer of the corporation or designated representative for whom it was intended, or if delivered at or sent by Registered or Certified United States Mail, or overnight courier service to the appropriate address below: If to McWane: Office of the Vice President /General Manager McWane Ductile 2266 South Sixth Street Coshocton, OH 43812 If to the CITY: Office of the Manager City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 5. In the event that McWane breaches this Special Extended Warranty, McWane shall reimburse the CITY for all costs and expenses incurred by the CITY relating to such breach and/or the enforcement of the CITY's rights hereunder, including but not limited to attorneys' fees and expenses, consultants' fees and expenses, and experts' fees and expenses. 6. THIS SPECIAL EXTENDED WARRANTY IS EXCLUSIVE AND IN LIEU OF ALL OTHER WARRANTIES WHETHER EXPRESS OR IMPLIED BY LAW OR STATUTE OR ARISING FROM TRADE USAGE OR COURSE OF DEALING, THERE IS NO IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, IN NO EVENT, WHETHER AS A RESULT OF BREACH OF CONTRACT, WARRANTY, TORT (INCLUDING NEGLIGENCE) OR STRICT LIABILITY, WILL MCWANE BE LIABLE FOR ANY PUNITIVE, SPECIAL, INCIDENTAL OR CONSEQUENTIAL DAMAGES, INCLUDING WITHOUT LIMITATION LOSS OF PROFIT, LOSS OF USE OF THE GOODS OR OTHER PROPERTY OR EQUIPMENT, DAMAGE TO OTHER PROPERTY, COST OF CAPITAL, COST OF SUBSTITUTE GOODS OR DOWNTIME. 7. This Special Extended Warranty shall be binding on McWane, and each of its successors and assigns, and this Special Extended Warranty, and all rights and obligations hereunder, shall be governed by the laws of the State of Minnesota. In addition, this Special Extended Warranty shall not be assigned to another party without the written consent of the CITY; however, this Special Extended Warranty shall remain an obligation throughout its term upon all successors, legal representatives, and assigns of McWane. MCWANE, INC., doing business as MCWANE DUCTILE CITY OF EAGAN Dated: �1 — 7 Y'/ X Dated: Mr. VP/GM Mike Maguire ITS DULY AUTHORIZED AGENT Its: Mayor Vice President / General Manager of McWane Ductile BY Coshocton, OH Christina M. Scipioni Its: Clerk Agenda Information Memo October 16, 2018 Eagan City Council Meeting CONSENT AGENDA N. Dakota County Transportation Department Capital Improvement Program (CIP) 2019-2023 Action To Be Considered: Approve a resolution in support of Dakota County Transportation Department’s draft 5-year Capital Improvement Program for 2019-2023. Facts:  At the May 8, 2018, Special Council Workshop, the Council reviewed and discussed the Public Works Department’s proposed 5-year Capital Improvement Program (CIP), Part III for 2019-2023. After consideration, the Council affirmed the draft CIP.  On June 6, 2017, the City Council approved the 5-year CIP as discussed at the May 8 Council Workshop, including improvements to County highways that are important to the City of Eagan.  Since the County and City share the cost of all County highway improvements in accordance with a cost participation policy, it is appropriate that both agencies are in agreement with such improvements.  As part of the CIP preparation, a comparison of City requests and the County’s current CIP were made jointly by City and County staff. Accordingly, County staff has utilized this information in preparing their next CIP (2019-2023).  The Dakota County Transportation Department has now completed their dr aft 5-year CIP for 2019-2023 which is scheduled to be presented to the County Board at a public hearing on November 8, 2018.  The County has included all of the County highway improvements incorporated in the City’s CIP (2019-2023), such as major road upgrades. Although the County CIP doesn’t reference specific signalized intersections or trail improvements, it does include funding for such less significant improvements, but does not commit to individual project areas on a long-range planning basis.  The County has requested that the City formally approve the County’s draft Transportation CIP for 2019-2023. City staff has reviewed it and found it to be in order for favorable Council consideration. Attachments (2) CN-1 Comparison of City and County CIP Plans CN-2 Resolution IMPROVEMENTS - Construction Year Cost Estimate ROADS 1 CSAH 26, Lone Oak Road TH-55 to IGH border $9,650,000 $5,300,000 County/State Upgrade to 4-lanes/ Turn Lanes/ Intersection Upgrades $4,400,000 Eagan 2 CSAH 32, Cliff Road (Lexington Ave to TH 3)$200,000 $440,000 County Corridor Safety Study/ Prelim Design $360,000 City 3 CSAH 32, Cliff Road (Lexington Ave to TH 3)$200,000 $3,960,000 County Corridor ROW Acquisition/ Construction $3,600,000 City 4 Regional Roadway Visioning Study (County/Eagan/IGH)$180,000 $60,000 County $120,000 Eagan/IGH 5 TH 3 Corridor Study $300,000 $150,000 County/State $100,000 Eagan/IGH/Rosemount SIGNALS / INTERSECTIONS 1 CSAH 31, Pilot Knob Road at I-494 Ramps $300,000 $300,000 County Intersection & Traffic Control Modifications 2 CSAH 31, Pilot Road at CSAH 32, Cliff Road $5,200,000 $2,720,000 County Intersection & Traffic Control Modifications $2,470,000 City 3 CSAH 30, Diffley Road at Braddock Trail $550,000 $300,000 County Geometric Improvements/ Left-Right Turn Arrows $250,000 City 4 CSAH 28, Yankee Doodle Road at Elrene Rd/ Mike Collins Dr $400,000 $220,000 County Elrene - New Traffic Signal Installation, Mike Collins - 3/4 Int $180,000 City 5 CSAH 26/CSAH 43, Lone Oak Road at Lexington Ave $2,700,000 $300,000 County Intersection Reconfiguration/Traffic Control Upgrade $250,000 City $2,150,000 Federal 6 CSAH 32, Cliff Rd at Slater Road $350,000 $175,000 County Replace Ex Traffic Signal $175,000 City 7 CSAH 32, Cliff Rd at Beacon Hill/Thomas Center Dr $1,000,000 $500,000 County Replace Ex Traffic Signal $500,000 City 8 Automated Traffic Management Systems (ATMS) Const $3,950,000 $1,530,000 County $1,210,000 City $1,210,000 Federal 9 Flashing Yellow Arrows $100,000/year $50,000 County/State $50,000 City TRAILS 1 Adjacent to CSAH 31,43 NA $65,000 $35,000 County Trail Overlays $30,000 City 2 Adjacent to CSAH 26, 32, 43 NA $340,000 $185,000 County Trail Overlays $155,000 City 3 Adjacent to CSAH 32 NA $220,000 $120,000 County Trail Overlays $100,000 City 4 No County Road Trails Scheduled NA County City 5 Adjacent to CSAH 26, 28,31 NA $130,000 $70,000 County $60,000 City 5 Year Total $25,735,000 NA=Not Addressed 2019 2019 2021 2019-2021 2019 NA 2020-2021 NA (2018) 20192019 2020 2019-2021 2019 2020 2019 2020 2020 NA 2023 NA 5-Year Capital Improvement Plan (CIP) 10/16/2018 Eagan (Approved 2019-2023) comparison with County Draft (2019-2023) Eagan Approved (2019-23 CIP) 2022 2021-22 County Draft (2019-2023 CIP)Cost Participation 2023 2019 2019 NA 2019 2019-2023 2020 2020 2020 2021 Principal Arterial Study - County 2022 DAKOTA COUNTY TRANSPORTATION DEPARTMENT CAPITAL IMPROVEMENT PROGRAM (CIP) 2019-2023 WHEREAS, Dakota County has asked cities and townships for letters of support for the Dakota County Transportation Department’s Capital Improvement Program (CIP) for 2019 to 2023; and WHEREAS, the Dakota County Transportation and Transportation Sales and Use Tax projects within the City of Eagan, as listed in the City’s 5-Year CIP, are deemed important to the City of Eagan; and WHEREAS, on October 16, 2018, the Eagan City Council considered Dakota County Transportation Department’s draft 5-Year CIP (2019–2023) incorporating the County Transportation and Transportation Sales and Use Tax projects; and, WHEREAS, all other County Highway segments included in the approved City of Eagan 5-year CIP (2019-2023) have been included in the draft Dakota County Transportation Department’s CIP (2019-2023); and, WHEREAS, the City of Eagan intends to participate in costs associated with these projects in accordance with applicable County cost-sharing policies. NOW, THEREFORE, BE IT RESOLVED that the City of Eagan hereby supports the projects included in the Dakota County Transportation Department’s CIP (2019-2023) for construction in the years designated. DATED this 16th day of October, 2018 Mike Maguire, Mayor ATTEST: Christina M. Scipioni, City Clerk CERTIFICATION State of Minnesota County of Dakota City of Eagan I hereby certify that the foregoing Resolution is a true and correct copy of a Resolution presented to and adopted by the City Council of Eagan at a duly authorized meeting thereof held in the City of Eagan, Minnesota, on the 16th day of October, 2018, as disclosed by the records of said City in my possession. Christina M. Scipioni, City Clerk Agenda Information Memo October 16, 2018 Eagan City Council Meeting CONSENT AGENDA O. MnDOT Noise Wall Program Grant Application Action to be considered: Approve a resolution in support of a grant application to the Minnesota Department of Transportation (MnDOT) Noise Wall Program for a new 850 feet long noise wall along the east side of I-35E, near Englert Road, and authorize the Mayor and City Clerk to execute all related documents. Facts:  Since 2013, the City has partnered with MnDOT in the const ruction of three noise walls at various locations along I-35E through a MnDOT noise study and solicitation process, with financing of the construction of the noise walls shared between MnDOT (90%) and the City (10%). A fourth wall along I-35E (east side, Cliff Road to Cedar Avenue) is scheduled for construction in 2021 as programmed in the City’s Capital Improvement Plan (2019-2023).  MnDOT has modified its Noise Wall program to a grant application process, maintaining the same cost participation policy, with a resolution in support of the application required from the City.  City Public Works staff has applied to the program for the construction of a new noise wall along the east side of I-35E, near Englert Road, approximately 850 feet in length. This segment has been identified in the MnDOT noise study as having the highest noise reduction benefit within the City. Staff have received multiple requests for a noise wall in this location throughout the time of the MnDOT program. The estimated cost of this wall is $400,000 ($360,000 – MnDOT, $40,000 – City).  If selected for funding by MnDOT, this project would be included in a future draft Capital Improvement Plan for consideration by the City Council.  The request has been reviewed by the Public Works Department and found to be in order for favorable Council action. Attachments (2) CO-1 Location Map CO-2 Resolution PILOT KNOB RDINTERSTATE 35EFEDERAL DRDUCKWOOD DRVIOLET LN BLACKHAWK LAKE DRENGLERT RDPILOT KNOB RD RAMPLEMIEUX CIR CREST RIDGE LNCRESTRIDGE DRPOND VIEW PT BRAUN CT LAKEVIEW TRL KINGSWOOD POND OVLK FEDERAL CT B L A C K H A W K R ID G E C T INTERSTATE 35E³ Proposed Noise Barrier MNDOT NOISE BARRIER PROGRAM - APPLICATION RESOLUTION NO _____ APPROVING A RESOLUTION OF SUPPORT FOR APPLICATION TO THE MINNESOTA DEPARTMENT OFTRANSPORTATION STANDALONE NOISE BARRIER PROGRAM WHEREAS, the State of Minnesota, acting through its Com missioner of Transportation (MnDOT), will consider future noise wall barrier improvements within the corporate City of Eagan (City) limits through an application to MnDOT’s Metro District Standalone Noise Barrier Program; and WHEREAS, the City of Eagan supports the application to the MnDOT Metro District Standalone Noise Barrier Program, for consideration of future construction of an 850 foot long noise wall along the east side of Interstate-35E, near Englert Road, as described in the MnDOT Metro Standalone Noise Barrier Study. THEREFORE, BE IT RESOLVED that the City of Eagan hereby supports the application for an 850 foot long noise wall along the east side of Interstate-35E, near Englert Road, as part of the MnDOT Metro District Standalone Noise Barrier Program. DATED this 16th day of October, 2018 ___________________________ Mike Maguire, Mayor ATTEST: ___________________________ Christina M. Scipioni, City Clerk CERTIFICATION State of Minnesota County of Dakota City of Eagan I hereby certify that the foregoing Resolution is a true and correct copy of a Resolution presented to and adopted by the City Council of Eagan at a duly authorized meeting thereof held in the City of Eagan, Minnesota, on the 16th day of October, 2018, as disclosed by the records of said City in my possession. ______________________________________ Christina M. Scipioni, City Clerk Agenda Information Memo October 16, 2016 Eagan City Council Meeting CONSENT AGENDA P. Viking Lakes 3rd Addition Installation of Public Improvements ACTION TO BE CONSIDERED: Approve an agreement with MVE Hotel, LLC, for the installation of public improvements, and authorize the Mayor and City Clerk to execute all related documents. FACTS:  On October 2, 2018, the City Council approved a Preliminary Subdivision for the proposed MVE Hotel, LLC, development, Viking Lakes 3rd Addition, upon approximately 35 acres located south of I-494 and east of Highway 149.  Subsequent to this approval, the City has been requested by the Developer to allow the installation of public utility improvements (sanitary sewer and water main) by the Developer prior to the Final Subdivision approval for Viking Lakes 3rd from the City Council.  Public Works Department staff and the City Attorney have reviewed the proposal and have prepared an Agreement for Installation of Public Improvements, with conditions providing for detailed plans, financial guarantees, insurance and escrows to be provided by the Developer.  The agreement has been reviewed by the Public Works Department and the City Attorney, is similar to other construction agreements with developers, and in order for favorable Council action. ATTACHMENTS (1) CP-1 Agreement for Installation of Public Improvements AGREEMENT FOR INSTALLATION OF PUBLIC IMPROVEMENTS Between MVE Hotel, LLC And CITY OF EAGAN For HOTEL DEVELOPMENT AT VIKING LAKES 2 This Agreement for Installation of Public Improvements (the "Agreement”) is made this ____ day of ____________, 2018 by and between the City of Eagan (hereinafter the "City"), a Minnesota municipal corporation, and MVE Hotel, LLC, a Delaware limited liability company (hereinafter collectively the "Developer"). The "City" and the “Developer” are hereinafter collectively known as the "Parties." WHEREAS, the City has been requested by Developer to approve and allow the installation of improvements for property legally described on the attached Exhibit “A” attached hereto and incorporated herein (the “Property”), which the Developer desires to subdivide and develop into a mixed-use development, including the construction of a hotel on part of the Property (the “Project”). Developer has obtained preliminary subdivision approval of the Property as “Viking Lakes 3rd Addition” (the “Plat”) from the City and has applied for final subdivision approval of the Property from the City. WHEREAS, the City has agreed to approve and allow the installation of improvements on the terms and conditions contained herein; NOW, THEREFORE, in consideration of the mutual agreements of the Parties, it is hereby agreed by and between the Parties as follows: 1. Conditional Approval. Subject to the terms and conditions of this Agreement, the City hereby approves the installation of improvements on the Property and within public rights-of-way that are adjacent to the Property, prior to plat approval and recording. 2. Improvements. The improvement plans for the Project submitted in connection with the application by an affiliate of Developer for Final Planned Development approval for the Project (“Plans”) identify sanitary sewer and service stubs, water main and service stubs, and storm sewer (collectively the "Improvements") for development of the Property. Upon completion of the Improvements, and following acceptance by the City and the recording of the final Plat, the Improvements shall be maintained as follows: i) The City shall only own and be responsible for maintenance of sanitary sewer lines located within public rights-of-way or utility easements. 3 Maintenance of service and lateral lines shall be the responsibility of the Developer, its successors and assigns. ii) The City shall only own and be responsible for the maintenance of water lines located within public rights-of-way or utility easements. Maintenance of service and lateral lines shall be the responsibility of the Developer, its successors and assigns. iii) The storm sewer improvements shall be owned and maintained by the City and shall be located entirely within public rights-of-way or dedicated public easements. The Developer agrees to grade the Property and to install the Improvements in accordance with and under the following conditions: A. To grade the Property in accordance with the Grading Plan on file with the City. B. To install the Improvements, as approved by the City, in accordance with the Plans and in accordance with City standards. C. To install each item noted herein at the Developer's sole cost and expense. D. To deliver and to keep in existence with the City until completion of the Improvements (as described in Section 4 below) a letter of credit, cash escrow, pledge of securities or other security reasonably acceptable to the City in the amount of One Hundred Fifty-three Thousand Four Hundred Eighty-five and 00/100 dollars ($153,485.00) to secure the performance and payment of the Developer's obligations as they relate to the Improvements (the “Security”). E. To pay the City's costs related to the administration, engineering, legal fees and inspection, which the City estimates to be approximately Seventeen Thousand Seven Hundred Ten and 00/100 Dollars ($17,710.00). Such costs shall be paid as follows: i) The Developer shall deposit the sum of Seventeen Thousand Seven Hundred Ten and 00/100 Dollars ($17,710.00) with the City for payment of the City's costs under this Agreement. ii) Upon separate written request from the Developer, not more than one time per month, the City shall submit a written statement to the Developer with detailed descriptions of the City's costs related to the Improvements and this Agreement, and a statement of the balance of the deposit. 4 iii) If the City's costs exceed the deposit, the Developer agrees to reimburse the City within thirty (30) days of billing. If the costs are less than the amount of the deposit, upon completion of the Improvements, the amount remaining on deposit shall be returned to the Developer within thirty (30) days. F. That any violation of the terms of this Agreement shall allow the City to stop all construction on the Property until authorization to proceed is given by the City. The Developer agrees to hold the City harmless from any damages, causes of action, or claims related to the construction being stopped by the City. 3. UNDERGROUND. The Developer agrees to install all utilities underground in the Property. 4. COMPLETION. Within thirty (30) days after completion of the Improvements, the Developer shall (i) provide testing or inspection of the utilities to ensure they have been completed in accordance with the City Code, City Standards and the plans and specifications on file with the City and (ii) give written notice to the City that the Improvements have been completed in accordance with the City Code, City Standards and the plans and specifications on file with the City. The City shall then inspect the Improvements and notify the Developer of any Improvements that do not appear to conform to the City Code, City Standards and/or the submitted plans and specifications. If Developer's Improvements do not conform to the City Code, City Standards and submitted plans and specifications in all material respects, the City shall immediately notify the Developer of the need for repair or replacement. Notwithstanding any provision herein to the contrary, the Developer agrees that in case of emergency, the City may cure any default by Developer without prior notice to Developer, and the Developer waives any and all rights to notice of default in such event. Any cost incurred by the City to cure the default shall be the financial obligation of the Developer, and shall be paid to the City within thirty (30) days of receipt of an invoice for such costs. If Developer’s Improvements conform to the City Code, City Standards and submitted Plans and specifications, in all material respects, then the City will so notify the Developer in writing and will release the Security within ten (10) days after the date of the City’s notice. This Agreement will automatically terminate on the date of such release. 5. PAYMENT OF CITY COST. The Developer agrees to reimburse the City for all engineering, administrative and legal costs and expenses incurred by the City in connection with this Agreement or the enforcement thereof. 6. WARRANTIES. Unless a longer warranty period is provided by Minnesota law, the Developer warrants all Improvements required to be performed by Developer, 5 its agents and employees, against poor design, engineering, materials and faulty workmanship for a period of two (2) years after completion. The Developer shall be solely responsible for the cost and expense to perform all required repair work to City Standards within thirty (30) days of written notification by the City. 7. INSURANCE. A. General Requirements: The Developer shall not commence work under this Agreement until it has obtained all insurance required under this Section and shall have filed the certificate of insurance or the certified copy of the insurance policy with the City, and the Developer shall maintain such insurance until the date six (6) months after completion of the Improvements. The Developer shall not allow any subcontractor to commence work on its subcontract until all insurance required for the subcontractor has been obtained. Each insurance policy shall contain a clause providing that it shall not be canceled by the insurance company without ten (10) days written notice to the City of intent to cancel. The Developer shall notify its insurance company in writing that the insurance company must notify the City if it cancels the Developer’s insurance. The Developer shall provide a copy of this written notice to the City. Each insurance policy shall contain a clause naming the City as an additionally insured party under the policy. Certificates of insurance shall be submitted on Standard Form C.I.C.C.- 701 or ACORD 25 forms and shall specifically note the clause providing for 10 days written notice to the City of intent to cancel. The certificates of insurance shall also specifically note the clause naming the City as an additionally insured party under the policy. The following minimum coverage shall apply. i) Worker's compensation insurance as required by law. ii) Employer’s liability insurance with minimum limits as follows: Bodily Injury By Disease: $500,000 per person Bodily Injury By Disease: $500,000 general aggregate Bodily Injury By Accident: $500,000 general aggregate iii) Contractor’s Comprehensive general and automobile liability insurance, including coverage for non-owned and hired vehicles, in limits as follows: General Liability - $1,000,000 each occurrence $2,000,000 aggregate 6 Automobile Liability - $1,000,000 Combined Single Limit for Bodily Injury and Property damage iv) In addition to all listed coverages, Developer shall procure and maintain an Umbrella or Excess liability policy in a minimum limit of $2,000,000. B. Minimum Insurance Requirements: Losses other than those covered by insurance shall be the sole responsibility of the Developer. The insurance requirements as set forth herein shall be considered to be minimum requirements only. Any other insurance that may be necessary to provide adequate coverage must be provided by the Developer at its sole cost and expense. C. Contractual Liability: To the fullest extent permitted by law, the Developer shall indemnify and hold harmless the City and its agents and employees from and against all claims, damages, losses and expenses, including but not limited to attorneys' fees arising out of or resulting from the performance of this Agreement provided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the work itself) including the loss of use resulting therefrom, and (2) is caused in whole or in part by any negligent act or omission of the Developer, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge or otherwise reduce any other right or obligation of indemnity which would otherwise exist as to any party or person described in this Section. 8. Release. The Developer hereby specifically releases the City and the members of the City Council from any liability in connection with the installation of the Improvements and the handling of funds pursuant to the terms of this Agreement, and further agrees to indemnify and hold the City and the members of the City Council harmless from any claim of any and every nature whatsoever as a result of this Agreement or the installation of the Improvements. 9. Assigns. The Parties mutually recognize and agree that all terms and conditions of this Agreement shall run with the Property and shall be binding upon the successors and assigns of the Developer. IN WITNESS WHEREOF, the Parties have hereunto set their hands. [SIGNATURE PAGES TO FOLLOW] 7 Agreement for Installation of Public Improvements Signature Page for the City CITY OF EAGAN a Minnesota municipal corporation __________________________________ By: Mike Maguire Its: Mayor ___________________________________ By: Christina M. Scipioni Its: Clerk APPROVED AS TO CONTENT: APPROVED AS TO FORM: ________________________________ __________________________________ By: City Engineer By: City Attorney STATE OF MINNESOTA ) ) ss COUNTY OF DAKOTA ) On this ________________ day of ____________________ 2018 before me a Notary Public within and for said County personally appeared Mike Maguire and Christina M. Scipioni to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and Clerk of the City of Eagan, the municipality named in the foregoing instrument, and that the seal affixed in behalf of said municipality by authority of its City Council and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipality. __________________________________ Notary Public 8 Agreement for Installation of Public Improvements Signature Page for the Developer MVE Hotel, LLC, a Delaware limited liability company By: _______________________________ Its: ____________________________ STATE OF ______________ ) ) ss COUNTY OF _____________) The foregoing instrument was acknowledged before me this __________ day of __________________, 2018, by __________________________________, the ___________________ of MVE Hotel, LLC, a Delaware limited liability company, on behalf of the limited liability company. ___________________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 (952) 953-8840 (RBB) EXHIBIT “A” Outlot B, Viking Lakes, according to the recorded plat thereof, Dakota County, Minnesota. Agenda Information Memo October 16, 2018 Eagan City Council Meeting CONSENT AGENDA Q. Authorize Change Orders for ETV Mobile Production Truck Contract to Extend Acceptance Dates Action To Be Considered: Approve change order number 1 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 November 16, 2018 which is approximately 10 business days later than the original contract terms. Also approve change order number 1 to AVI Systems, Inc contract with the Cities that moves the acceptance date to Dec 10, 2018 which is approximately 25 business days later than the original contract terms. Facts:  On July 17, 2018 the Cities of Eagan and Burnsville contracted with Gerling and Associates to build a mobile television production truck that will be shared between the two cities.  Gerling and Associates has had difficulty obtaining all of the parts needed to assemble the truck and has requested an extension on its delivery date.  The delay will push delivery of the truck outside of the window promised in the contract.  Because of the delay, the acceptance date for AVI’s equipment installation must also be pushed outside the window promised in the contract. Because this work will happen over the year-end holidays the extension is 25 days.  The Cities retain the right to apply further delays and other discrepancies with the contract to Liquidated Damages as outlined in the contracts.  The change does not impact the dollar amount of the contracts. Attachments: (1) CQ-1 Change Order 1-Gerling and AVI WORK ORDER NO.1 CITY OF BURNSVILLE & CITY OF EAGAN AVI Systems, Inc. Contractor 9675 W. 76" St., Ste. 200 Minna olis, MN 55344 Dear Sir or Madame: SHARED MOBILE TELEVISION PRODUCTION TRUCK Under your contract dated Sept. 4, 2018 with the City of Burnsville and the City of Eagan (Cities), the Cities hereby approve the following: EXTENSION OF TRUCK EQUIPMENT INSTALLATIONANTEGRATION ACCEPTANCE DATE TO FRIDAY, JAN. 18, 2018 _ . . This is an extension of approximately 25 business days from the original contract terms stating acceptance on Dec. 10, 2018. The Cities understand and agree to the extension as a result of delays by the truck manufacturer and numerous holidays; however, the Cities retain all rights from the original contract. AMOUNT OF ORIGINAL TOTAL TOTAL CONTRACT TO CONTRACT ADDITIONS DEDUCTIONS DATE $625,752.32 $0 00) $625,752.32 Date Approved: Oct. 16, 2018 AVI Systems, Inc. Contractor By: - -- It's Are & VP Marty D , Burnsville Communications Coordinator t Q. Dana Hardie, Burnsville Interim City Manager Mike Maguire, Eagan Mayor Christina Scipioni, Eagan City Clerk WORK ORDER NO.1 CITY OF BURNSVILLE & CITY OF EAGAN GerlinL7 & Associates SHARED MOBILE TELEVISION PRODUCTION TRUCK Contractor 138 Stelzer Court Sunbury, OH 43074 Dear Sir. Under your contract dated July 17, 2018 with the City of Burnsville and the City of Eagan (Cities), the Cities hereby approve the following: EXTENSION OF TRUCK ACCEPTANCE DATE TO FRIDAY NOV. 16. 2018 This is an extension of approximately 10 business days from the original contract terms stating delivery the week of Oct. 28. The Cities retain the right to apply Liquidated Damages, as outlined in Paragraph 32 ofthe Contract's General Conditions to further delays and other discrepancies with the contract. AMOUNT OF ORIGINAL CONTRACT $169,000 Date Approved: Oct. 16, 2018 TOTAL ADDITIONS TOTAL I CONTRACT TO DEDUCTIONS DATE $0 1 (_$o) $169,000 Gerling & Associates Contractor ident A�J-m Marty 1, Burnsville Communications Coor ' for Dana Hardie, umsville Interim City Manager Mike Maguire, Eagan Mayor Christina Scipioni, Eagan City Clerk Agenda Information Memo October 16, 2018 City Council Meeting CONSENT AGENDA R. Approve Change Order #4 for Project 18-06, Police Department and City Hall Renovation Action to Be Considered: Approve change order #4 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 $57,658.17, and includes changes primarily related to unforeseen pipe rerouting, roof patching, and improvements that were needed once actual conditions were realized. The 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 resp onsibility of the project contingency fund. ➢ The change has been reviewed by Wold Architects and the City’s project leadership team, and found to be in order for favorable Council action. Attachments: CR-1 Wold Architects, Summary of Change Order October 11, 2018 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 #19R The existing watermain and hydrant that were scheduled to be demolished were saved and there was a pipe that was in an unforeseen location that needed to be rerouted to a new manhole to ensure protection of existing memorial oak tree at entry plaza. This cost reflects the credit and debits for those adjustments. Add $10,500.45 PR #26 During furniture selection, the Finance area was adjusted to accommodate revised furniture layout. This credit is for those adjustments. Deduct ($1,145.58) PR #29 The existing scupper in the mechanical yard in the upper level of the Police Department overflowed into the new SWAT Garage. This cost is to reroute the pipe to the exterior of the building. Add $8,295.36 PR #32 Additional roof deck patching was required for removal of mechanical equipment on the roof. This cost reflects the additional deck required for this reinforcement. Add $9,897.50 PR #35 During on site coordination, the structural reinforcement was adjusted resulting in less material required for the design solution. This is the credit for the reduction of structural material. Deduct ($2,541.00) PR #36 Additional waterproofing was required for part of the foundation wall on the vehicle garage. This cost represents the additional materials for this adjustment. Add $2,606.52 Letter to Dianne Miller Page 2 PR #37 The power needed to be adjusted on the bathroom controls. This cost is for the 120v power to the bathroom automatic controls for plumbing fixtures. Add $5,842.38 PR #41 Due to constraints in the ceiling space and electrical conduit the contractor was unable to core drill through the wall at the desired location. This cost is for the relocation of hydronic lines in that area to avoid poor conditions for core drilling and conflict with conduit. Add $2,642.12 PR #42 During construction, it was brought to our attention that the existing exhaust fans did not have air quality sensors. This is the cost to upgrade these sensors to be compliant with the new code requirements. Add $4,680.51 PR #56 During construction, when the floor was opened up for column installation, there was an unforeseen conduit in the slab. This cost reflects the additional work to reroute conduit around the column. Add $1,765.50 PR #59 When the exterior wall in the upper level Police Department was opened up, there was visable water damage. After talking with the City Facility Staff, there have been issued with water infiltration in the past. This cost is for water testing the curtain wall system to verify whether or not the window or the window flashing needs to be replaced. Add $3,049.50 PR #64 The mechanical room VAV was not connected to the hydronic system in the building. This is the cost to hook up the VAV to the building heating system. Add $2,463.80 RFI #89 The sinks that were scheduled to go into Evidence Storage and Evidence Garage were too large for the countertop and casework in those area. This is a credit for the installation of smaller sinks. Deduct ($400.00) RFI #90 This RFI cost has been void per meeting discussion on October 10, 2018. Void Void Letter to Dianne Miller Page 3 RFI #94R This is a cost to provide unit heaters that are compatible with the provided concentric vent kits to avoid additional penetrations in the roof. Add $4,718.63 RFI #96 During demolition, there was wire and conduit in masonry walls in the detention area that could not be salvaged. The cell toilets required this power to be re- established in order to function. This cost represents the reconnection. Add $515.56 RFI #105 During construction, we needed to come up with an alternate solution for phasing for the new entry addition. A preliminary step was to get an approximate location of the pipe needed for the new design. This cost represents the initial steps of getting that pipe located. Add $529.65 RFI #133 During construction, the Owner and Inspectors requested that the existing to remain ductwork in the detention area was not insulated and sealed properly. This cost reflects the work done to the existing ductwork per Owner request. Add $2,428.55 GC #04 During on site coordination, it was determined that the existing exterior vent chase need to be demolished for the work in the front entry area to continue. This cost is for that demolition. Add $1,809.72 Total Change Order No. 4 $57,658.17 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 JB/CI_Eagan/172086/crsp/oct18 Agenda Information Memo October 16, 2018 Eagan City Council Meeting Consent Agenda: S. APPROVE contract with AVI Systems, Inc. to procure and install ETV broadcast equipment for the newly remodeled training room. Action To Be Considered: S. APPROVE contract with AVI Systems, Inc. to procure and install ETV broadcast equipment for the newly remodeled training room. Facts: ➢ Staff is recommending that the City engages in a contract with AVI Systems, Inc. to procure and install broadcast equipment in the newly remodeled training room. This equipment would allow for Special Council sessions, APC Meetings, and other events to be broadcasted from this space. ➢ The total cost to install this equipment is $13,773.13. The funding source for this work shall be taken from PEG funds. ➢ This item has not been previously budgeted and will need Council authorization for a budget amendment. ➢ AVI Systems, Inc. is currently contracted to do other A/V work for the Cityhall/PD campus remodel. Attachments: See attached CS-1 AVI Contract.pdf Retail Sales Agreement AVI Systems Inc., 9675 West 76th Street, Suite 200 Eden Prairie, MN, 55344 | Phone: (952)949 -3700, Fax: (952)949-6000 Proposal Number: 906103 Proposal Date: October 04, 2018 Prepared For: Eagan, City of Design & Training Room Broadcast Plate Attn: Dan Cook Prepared By: Renea Dalton Phone: (952)949-6040 Email: renea.dalton@avisystems.com Attn: Dan Cook Attn: Dan Cook Eagan, City of Eagan, City of 610 Opperman Drive 610 Opperman Drive Eagan, MN, 55123 Eagan, MN, 55123 Phone: (651)675-5023 Phone: (651)675-5023 Email: dcook@eagan-tv.com Email: dcook@eagan-tv.com Customer Number: 14345 COMMENTS PRODUCTS AND SERVICES SUMMARY Equipment $3,474.00 Integration $10,120.13 PRO Support $0.00 Shipping & Handling $179.00 Tax $0.00 Grand Total $13,773.13 Unless otherwise specified. The prices quoted reflect a discount for a cash payment (i.e., check, wire transfer) made by Cus tomer in full within the time stated for payment on each invoice. Discount only applies to new items included on the invoice, and only applies if the balance on the invoice is paid in full. All returned equipment is subject to a restocking charge. The prices are valid for 30 days and may be locked in by signing this Retail Sales Agreement. Overdue balances are subject to a finance charge of 1.5% per month, or interest at the highest rate permitted by applicable law. In the event AVI must pursue collection of unpaid invoices, Customer agrees to pay all of AVI’s costs of collection, including its a ttorneys’ fees. BILL TO SITE RSA: 906103 Printed on October 4, 2018 Page 2 of 11 INVOICING AND PAYMENT TERMS Customer and AVI have agreed on the payment method of ON ACCOUNT. Payment must be remitted by stated method. To the extent Customer seeks to use of any payment methods other than stated, and that payment method results in an increased transaction c ost to AVI, the new payment must be approved in writing, and the Customer shall be responsible for paying the increased transaction cost to AVI associated with the change in payment method. Payments shall be made 30 days from invoice date. So long as the invoice h as been sent and the Customer’s payment is made within the terms work will continue. AVI uses progress billing, and invoices for equipment and services allocated to the contract on a monthly basis. Unless other wise specified, all items quoted (goods and services) as well as applicable out of pocket expenses (permits, licenses, shipping, etc.) are invoiced in summary (including applicable sales taxes due for each category of invoiced items). Customer is to make payments to the following “Remit to” address: AVI Systems NW8393 PO Box 1450 Minneapolis, MN 55485-8393 If Payment Method is ACH: Customer must make all payments in the form of bank wire transfers or electronic funds transfers through an automated clearinghouse with electronic remittance detail, in accordance with the payment instructions AVI Systems provides on its invoice to Customer. A monthly summary of detailed equipment received is available upon request. Equipment received may be different than equipme nt billed based on agreed billing method. TAXES AND DELIVERY Unless stated otherwise in the "Products and Services Summary" above, AVI will add and include all applicable taxes, permit fees, license fees, and delivery charges to the amount of each invoice. Taxes will be calculated according to the state law(s) in which the product(s) and/or service(s) are provided. Unless Customer provides a valid tax exemption certificate for any tax exemption(s) claimed, AVI shall invoice for and collect all applicable taxes in accordance with state law(s), and Customer will be responsible for seeking a tax credit/refund from the applicable taxing authority. AGREEMENT TO QUOTE AND DOCUMENTS CONSTITUTING YOUR CONTRACT WITH AVI Customer hereby accepts the above quote for goods and/or services from AVI. When duly executed and returned to AVI, AVI's Credit Department will check Customer's credit and approve the terms. After approval by AVI's Credit Department and signature by AV I, this Retail Sales Agreement will, together with the AVI General Terms & Conditions (which can be found at http://www.avisystems.com/TermsofSale) form a binding agreement between Customer and AVI. (This Retail Sales Agreement and the AVI General Terms & Conditions of Sale (the “T&Cs”) are referred to collectively as the “Agreement”). If not defined in this Agreement, all capitalized terms shall have the meaning given to them in the T&Cs. Should AVI's Credit Department determine at any point prior to AVI commencing work that Customer’s credit is not adequate, or should it otherwise disapprove of the commercial terms, AVI re serves the right to terminate the Agreement without cause and without penalty to AVI. AGREED AND ACCEPTED BY AVI Systems, Inc. Company Company Signature Signature Printed Name Printed Name Date Date RSA: 906103 Printed on October 4, 2018 Page 3 of 11 CONFIDENTIAL INFORMATION The company listed in the “Prepared For” line has requested this confidential price quotation, and shall be deemed “Confidential Information” as that term is defined in the T&Cs. This information and document is confidential and is intended solely for the private use of the customer identified above. Customer agrees it will not disseminate copies of this quote to any third party without the prior written consent of AVI. Sharing a copy of this quote, or any portion of the Agreement with any competitor of AVI is a violation of this confidentiality provision. If you are not the intended recipient of this quote (i.e., the customer), you are not properly in possession of this document and you should immediately destroy all copies of it. RSA: 906103 Printed on October 4, 2018 Page 4 of 11 SERVICES TO BE PROVIDED INTEGRATION SERVICES INTEGRATION SCOPE OF WORK A. SUMMARY: The City of Eagan is looking to add the capabilities for live broadcast out of their two (2) new meeting rooms (Multipurpose B178 and Training room A101) located at the City Hall/Police building. To accomplish this a wall plate will be added into the Training room providing connectivity for Eagan Television to connect an individual camera or their portable producti on system in either room. The feed from the wall plate in each of these rooms will include embedded audio and will be converted to fiber t hen transported to the Master Control room located in the basement. From the control room the feed can be aired live o n Eagan Televisions channels. These wall plates will also provide connectivity for the portable production system to receive content feed from th e local presentation system in each of the rooms. Note; fiber connections will be supplied and installed by oth ers. In addition to live broadcast ability AVI Systems is including design services to ensure the required infrastructure is accou nted for and specified to accommodate future full broadcast production systems, like the current system in the Council Chambers, in both spaces. Throughout the design process AVI Systems will work directly with Eagan Television and the City of Eagan to verify future fun ctionality required in the control room spaces. In addition, AVI Systems will coordinate with the City of Eagan and Wold Architects specifications of required conduit, power, base lighting specs and control room(s) location as well as any future required data or fiber con nectivity locations. B. SYSTEM DESCRIPTION: Training Room • Functionality Description: Ability to broadcast live from this space by connecting camera or portable production system to new wall plate located in the room. C. EXCLUSIONS: The following work is not included in our Scope of Work: • All conduits, high voltage, wiring panels, breakers, relays, boxes, receptacles, etc. • Concrete saw cutting and/or core drilling • Fire wall, ceiling, roof and floor penetration • Necessary gypsum board replacement and/or repair • Necessary ceiling tile or T-bar modifications, replacements and/or repair • Structural support of equipment *AVI Systems not responsible for building related vibrations • Installation of ceiling mounted projection screen • All millwork (moldings, trim, cut outs, etc.) • Patching and Painting • Permits (unless specifically provided for and identified within the contract) • Unless otherwise stated the pricing in this agreement does not include prevailing wage or union labor • Unless specifically noted lifts and scaffolding are not included D. CONSTRUCTION CONSIDERATIONS: In order to accomplish the outlined goals of this project, the Customer will be responsible for contracting with an outside e ntity to make the necessary modifications to the space as directed by AVI Systems. The costs associated with these modifications are not included in this proposal. E. NOTICE: THIS SCOPE OF WORK IS DELIVERED ON THE BASIS OF THE FOLLOWING ASSUMPTIONS: • The room(s) match(es) the drawings provided • Site preparation by the Customer and their contractors includes electrical and data placement per AVI Systems specification. • Site preparation will be verified by AVI Systems project manager or representative before scheduling of the installation. All work areas should be clean and dust free prior to the beginning of on-site integration of electronic equipment. • Customer communication of readiness will be considered accurate and executable by AVI Systems project manager. • In the event of any arrival to site that AVI Systems is not ab le to execute work and definable progress, the Customer will be charged a $250.00 Mobilization Fee to offset the lost time due to the lack of readiness. The Mobilization Fee will be RSA: 906103 Printed on October 4, 2018 Page 5 of 11 presented as a Contract Change Order and will/may halt work until acceptan ce by the Customer and rescheduling of the integration effort is agreed upon. • Rescheduling and redeployment of AVI Systems technicians due to unacceptable site preparation may cause scheduling delays of up to 10 business days. • There is ready access to the building / facility and the room(s) for equipment and materials. • There is secure storage for equipment during a multi -day integration. • If Customer furnished equipment and existing cabling is to be used, AVI Systems assumes that these items are in good working condition at this time and will integrate into the designed solution. Any repair, replacement and/or configuration of these items that may be necessary will be made at an additional cost. • All Network configurations including IP addresses are to be provided, operational and functional before AVI Systems integration begins. AVI Systems will not be responsible for testing the LAN connections. • Cable or Satellite drops must be in place with converter boxes operational before the completion of integration. An y delay resulting in extra work caused by late arrival of these items will result in a change order for time and materials. • Document review / feedback on drawings / correspondence will be completed by the Customer within two business days (unless otherwise noted). • The documented Change Control process will be used to the maximum extent possible – the Customer will have an assigned person with the authority to communicate/approve project Field Directed Change Orders and Contract Change Orders (see Appendix). • In developing a comprehensive proposal for equipment and integration services AVI Systems’ Sales Representatives and Engineering teams must make some assumptions regarding the physical construction of your facility, the availability of technical infrastructure and site conditions for installation. If any of the conditions we have indicated in the site survey form are incorrect or have changed for your particular project or project site, please let your Sales representative know as soon as possible. Conditions of the site found during integration effort which are different from those documented may have an effect on the price of the system solution, integration or services. To ensure that you have an accurate proposal based on your facility and specific to the conditions of your project, please review all project documentation carefully. F. INTEGRATION PROJECT MANAGEMENT PROCESSES AVI Systems will follow a foundational project management process which may include the following actions/deliverables (based on the size/complexity/duration of the integration project): • Site Survey – performed prior to Retail Sales Agreement and attached • Project Welcome Notice – emailed upon receipt of Purchase Order • Project Kick-Off meeting with Customer Representative(s) – either by phone or in-person • Project Status reviews – informal or formal – either by phone or in-person (based on the size/complexity/duration of the project) • Project Change Control – comprised of Field Directed Change Order and/or Contract Change Order submittals (see Appendix) • Notice of Substantial Completion (see Appendix) – at Customer walk-through – prior to Service transition G. KNOWLEDGE TRANSFER (TRAINING) This is geared specifically towards the end-user / operator. The purpose of this knowledge transfer is to provide operators with the necessary knowledge to confidently and comfortably operate all aspects of the integrated system. Areas covered include the fo llowing: • Equipment and system overview • Equipment operation and function • Equipment start up, stop, and shut down • Equipment automatic and manual operation • Discussion and documentation relating to control system operation • Discussion and documentation relating to system processor and its control applications • Powering up, powering down AV system via control system • Manual operation of display systems, audio system and all other related components • Use/operation of patch panels, when and where to be used • Who to call when help is required H. AVI SYSTEMS INTEGRATION SERVICES RESPONSIBILITIES AVI Systems will provide services/work for the project as described above in the Scope of Work or per the attached separate S cope of Work document detailing the scope of work to be performed. • Provide equipment, materials and service items per the contract products and services detail. • Provide systems equipment integration and supervisory responsibility of the equipment integration. • Provide systems configuration, checkout and testing. • Provide project timeline schedules. RSA: 906103 Printed on October 4, 2018 Page 6 of 11 • Provide necessary information, as requested, to the owner or other parties involved with this project to ensure that proper AC electrical power and cableways and/or conduits are provided to properly integrate the equipment within the facilities. • Provide manufacturer supplied equipment documentation. • Provide final documentation and “as built” system drawings (CAD) - if purchased. • Provide system training following integration to the designated project leader or team. I. CUSTOMER INTEGRATION SERVICES RESPONSIBILITIES • Provide for the construction or modification of the facilities for soundproofing, lighting, electrical, HVAC, structural support of equipment, and decorating as appropriate. Includes installation of ceiling mounted projection screen. • Provide for the ordering, provisioning, installation, wiring and verification of any Data Network (LAN, WAN, T1, ISDN, etc.) and Telephone Line (Analog or Digital) equipment and services prior to on -site integration. • Provide all necessary cableways and/or conduits required to facilitate AV systems wiring. • Provide all necessary conduit, wiring and devices for technical power to the AV systems equipment. • Provide reasonable accesses of AVI Systems personnel to the facilities during periods of integration, testing and training, including off hours and weekends. • Provide a secure area to house all integration materials and equipment. • Provide a project leader who will be available for consultation and meetings. • Provide timely review and approval of all documentation (Technical Reports, Drawings, Contracts, etc.). ENGINEERING SERVICES ENGINEERING SERVICES TO BE PROVIDED AVI Systems will work with the Customer and any related design professionals selected (architects, engineers, etc.) to provid e initial and ongoing audiovisual systems design and engineering support for this project. AVI Systems strongly encourages the fostering of a truly open, cooperative “design team” approach with team members bringing unique, valuable insight from their special perspective to the team. The goal of these services is as follows: • Understand clearly the current and future AV needs of the Customer. • Provide accurate construction documents for implementation of the AV related infrastructure. • Provide an overall AV plan that will allow for the procurement of appropriate AV equipment and installation, complete with system diagrams, ensuring correct integration of the equipment. • Compile the data gathered during the engineering process into an Integration Agreement for a turnkey installation of all AV systems, with the added value of a seamless integration process. The Design Process can be modified at any time per the direction of the Customer – otherwise it shall follow this general outline: AV Program Review / Verification – The AVI Systems design team will obtain from the Customer operational specifications desired of the audio and video systems within the designated facility. Additional facility information will be required including the bu ilding’s electrical, structural infrastructure, as well as the physical sizes of each room or space. Using compatible AutoCAD drawings, the integration of desired AV systems within available spaces will be visualized. During this initial design phase various equipm ent options, with an eye toward future expandability while maintaining current val ue, will be suggested. Budget Verification – The AVI Systems design team will create a project scope compiled from the information received from the Customer. AVI Systems will generate cost estimates for the various systems as outlined above and compare these budget estimates to any initial AV budgets. This process will reaffirm the exact direction that engineering resources should target in the next p hase. Initial Design – During this phase, AVI Systems will begin applying the above-defined systems in detail to the various areas of the Customer facility. Further communications between the Customer and the other design team members, as various options are expl ored will be necessary at this time. Typical deliverables from this phase would include the following drawings and/or documents. • Preliminary AV Floor Plan and Elevations detailing locations of all AV devices • Preliminary Projection Geometry detailing projection/screen locations with viewing angles, mounting details, and etc. • Preliminary AV Technical Power, Conduit Plans, and Riser Drawings • Preliminary AV Video Flow • Preliminary AV Audio Flow • Preliminary AV Control Flow • Preliminary AV Rack Layouts RSA: 906103 Printed on October 4, 2018 Page 7 of 11 • Preliminary Equipment Lists • Preliminary Budget Estimates Submittal of the above for the various rooms will be a progressive process, with most critical drawings being submitted first, allowing construction details to be available on an as needed basis. During this process, modifications to the preliminary plans due a variety of considerations - architectural/aesthetic considerations, budget reviews etc. Electronic exchange of AutoCAD drawings between all the “team members” will facilitate quick exchange of updates. Specific design “freeze dates” will be established with all parties to facilitate timely submittals and help manage Customer’s end cost. All changes are to be reviewed and approved by all parties. Final Systems Design – The changes made in the previous phase to the preliminary designs will be updated and regenerated as “final” construction documents. AVI Systems will typically work off of background drawings from an architect under contract to the Customer, entering AV specific data and returning these back to the architect (or other Customer retained design professional) for inte gration into final construction documents. Project Specifications Document – The final audiovisual systems designs will be compiled into a written project technical specifications document with equipment lists and any pricing not already included in the quote for a complete integ ration. This document will include the following system diagrams and documents. • AV Floor Plan and Elevations detailing locations of AV devices • AV Video Flow • AV Audio Flow • AV Control Flow • Equipment lists as specified • System infrastructure requirements including cable and termination specifications • System operational and post operational requirements • Project Scope of Work • Project costs • Project Integration Agreement PRODUCTS AND SERVICES DETAIL PRODUCTS: Mfg Description Qty Price Extended Broadcast Design Engineering & Drawings $6,814.96 Travel $346.84 Travel Expense $58.33 Sub-Total: Broadcast design $7,220.13 Training Room A101 AJA 3G-SDI 4-ch. Analog Audio Embed/Disembed, bal. XLR, USB MiniConfig support 1 $636.00 $636.00 AJA Single Channel 3G-SDI to Optical Fiber with looping 3G-SDI output 1 $356.00 $356.00 AJA Dual Channel Optical Fiber to 3G-SDI 1 $516.00 $516.00 AJA HDMI to SDI with Region of Interest scaling and HDMI loop through 1 $796.00 $796.00 CRESTRON DigitalMedia™ 4K60 4:4:4 HDR Network AV Encoder/Decoder Card 1 $1,170.00 $1,170.00 Engineering & Drawings $578.32 Project Management $273.34 Programming $451.68 On Site Integration $1,020.00 Travel $281.66 RSA: 906103 Printed on October 4, 2018 Page 8 of 11 Travel Expense $45.00 Integrations Cables & Connectors $250.00 Sub-Total: Training Room A101 $6,374.00 Sub-Total: $0.00 Total: $13,594.13 Refer to Page 1 for the Grand Total that includes Taxes, and Shipping & Handling. RSA: 906103 Printed on October 4, 2018 Page 9 of 11 AVI Systems General Terms and Conditions of Sale The following General Terms & Conditions of Sale (the “T&Cs”) in combination with either (a) a signed Retail Sales Agreement or (b) Quote under which AVI Systems, Inc (“AVI”) agrees to supply goods or services constitute a binding contract (the “Agreement”) between AVI and the entity identified on page one of the Retail Sales Agreement or Quote (the “Customer”). In the absence of a separately negotiated “Master Services Agreement” between AVI and Customer signed in “wet ink” by the Chief Executive Officer or Chief Financial Officer of AVI, these T&C’s shall apply. Any terms and conditions set forth in any correspondence, purchase order or Internet based form from Customer to AVI which purport to constitute terms and conditions which are in addition to those set forth in this Agreement or which attempt to establish conflicting terms and conditions to those set forth in this Agreement are expressly rejected by AVI unless the same has been manually countersigned in wet ink by an Officer of AVI. 1. Changes In The Scope of Work – Where a Scope of Work is included with this Agreement, costs resulting from changes in the scope of this project by the Customer, including any additional requirements or restrictions placed on AVI by the Customer or its represent atives, will be added to the contract price. When AVI becomes aware of the nature and impact of the change, a contract Change Order will be submitted for review and approval by the Customer before work continues. AVI has the right to suspend the work on the project pending Customer’s written approval of the Change Order. 2. Ownership and Use of Documents and Electronic Data – Where applicable, drawings, specifications, other documents, and electronic data furnished by AVI for the associated project under this Agreement are instruments of the services provided. These items are “Confidential Information” as defined in this Agreement and AVI shall retain all common law, statutory and other reserved rights, including any copyright in these instruments. These instruments of service are furnished for use solely with respect to the associated project under this Agreement. The Customer shall be permitted to retain copies of any drawings, specifications, other documents, and electronic data furnished by AVI for information and reference in connection with the associated project and for no other purpose. 3. Proprietary Protection of Programs – Where applicable this Agreement does not cause any transfer of title, or intellectual rights, in control systems programs, or any materials produced in connection therewith, including any source code. Any applications or programs supplied by AVI are provided, and are authorized for installation, execution, and use only in machine-readable object code form. This Agreement is expressly limited to the use of the programs by the Customer for the equipment in connection with the associated project. Customer agrees that it will not seek to reverse- engineer any program to obtain source codes, and that it will not disclose the programs source codes or configuration files to any third party, without the written consent of AVI. The programs, source codes and configuration files, together with AVI' know-how and integration and configuration techniques, furnished hereunder are proprietary to AVI, and were developed at its private expense. If Customer is a branch of the United States government, for purposes of this Agreement any software furnished by AVI hereunder shall be deemed "restricted computer software", and any data, including installation and systems configuration information, shall be deemed "limited rights data", as those terms are defined in FAR 52.227 -14 of the Code of Federal regulations. 4. Shipping and Handling and Taxes – The prices shown are F.O.B. manufacturer's plant or AVI’s office depending on where items are located when direction is issued to ship to the point of integration. The Customer, in accordance with AVI’s current shipping and billing practices, will pay all destination charges. In addition to the prices on this Agreement, the Customer agrees to pay amounts equal to any sales tax invoiced by AVI, or (where applicable) any use or personal property taxes resulting from this Agreement or any activities h ereunder. Customer will defend, indemnify and hold harmless AVI against any claims by any tax authority for all unpaid taxes or for any sales tax exemption claimed by Customer. 5. Title – Where applicable, title to the Equipment passes to the Customer on the earlier of: (a) the date of shipment from AVI to Customer, or (b) the date on which AVI transmits its invoice to Customer. 6. Security Interest – In addition to any mechanics' lien rights, the Customer, for value received, hereby grants to AVI a security interest under t he Minnesota commercial code together with the a security interest under the law(s) of the state(s) in which work is performed or equipment is delivered. This security interest shall extend to all Equipment, plus any additions and replacements of such Equipment, and all accessories, parts and connecting Equipment now or hereafter affixed thereto. This security interest will be satisfied by payment in full unless otherwise provided for in an installment payment agreement. The security interest shall be security for all sums owed by Customer under this Agreement. A copy of this Agreement may be filed as a financing statement with the appropriate authority at any time after signature of the Customer. Such filing does not constitute acceptance of this Agreement by AVI 7. Risk of Loss or Damage – Notwithstanding Customer’s payment of the purchase price for Equipment, all risk of loss or damage shall transfer from AVI to Customer upon transfer of Title to Customer. Customer shall be responsible for securing insurance on Equipment from t his point forward. 8. Receiving/Integration – Unless the Agreement expressly includes integration services by AVI, the Customer agrees to furnish all services required for receiving, unpacking and placing Equipment in the desired location along with integration. Packaging materials sh all be the property of the Customer. 9. Equipment Warranties – To the extent AVI receives any warranties from a manufacturer on Equipment; it will pass them through to Customer to the full extent permitted by the terms of each warranty. Factory warranties vary by manufacturer, and no additional warranties are expressed or implied. 10. General Warranties – Each Party represents and warrants to the other that: (i) it has full right, power and authority to enter into and fully perf orm its obligations under this Agreement, including without limitation the right to bind any party it purports to bind to this Agreement; (ii) the e xecution, delivery and performance of this Agreement by that Party does not conflict with any other agreement to which it is a Part y or by which it is bound, and (iii) it will comply with all applicable laws in its discharge of its obligations under this Agreement. AVI warrants, for a period of 90 days from Substantial Completion, the systems integration to be free from defects in workmanship. CUSTOMER WARRANTS THAT IT HAS NOT RELIED ON ANY RSA: 906103 Printed on October 4, 2018 Page 10 of 11 INFORMATION OR REPRESENTATION PROVIDED BY OR ON BEHALF OF AVI WHICH IS NOT EXPRESSLY INCLUDED IN THESE GENERAL TERMS AND CONDITIONS OR THE RETAIL SALES AGREEMENT. EXCEPT AS EXPRESSLY SET FORTH HEREIN. AVI DISCLAIMS ANY EXPRESS OR IMPLIED WARRANTIES WITH REGARD TO THE EQUIPMENT, MATERIALS AND SERVICES PROVIDED BY AVI, INCLUDING WITHOUT LIMITATION WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, NON INFRINGEMENT AND TITLE. 11. Indemnification – Customer shall defend, indemnify and hold harmless AVI against all damages, claims, liabilities, losses and other expenses, including without limitation reasonable attorneys' fees and costs, (whether or not a lawsuit or other proceeding is commenced), that arise in whole or in part from: (a) any negligent act or omission of Customer, its agents, or subcontractors, (b) Customer's failure to fully conform to all laws , ordinances, rules and regulations which affect the Agreement, or (c) Customer’s breach of this Agreement. If Customer fails to promptly indemnify and defend such claims and/or pay AVI’s expenses, as provided above, AVI shall have the right to defend itself, and in that case, Customer sh all reimburse AVI for all of its reasonable attorneys' fees, costs and damages incurred in settling or defending such claims within thirty (30) days of each of AVI’s written requests. AVI shall indemnify and hold harmless Customer against all damages, claims, liabilities, losses and other expenses, inc luding without limitation reasonable attorneys' fees and costs, (whether or not a lawsuit or other proceeding is commenced), to the extent that the same is finally determined to be the result of (a) any grossly negligence or willful misconduct of AVI , its agents, or subcontractors, (b) AVI’s failure to fully conform to any material law, ordinance, rule or regulation which affects the Agreement, or (c) AVI’s uncured material breach of this Agreement. 12. Remedies – Upon default as provided herein, AVI shall have all the rights and remedies of a secured party under the Minnesota commercial code and under any other applicable laws. Any requirements of reasonable notice by AVI to Customer, or to any guarantors or sureti es of Customer shall be met if such notice is mailed, postage prepaid, to the address of the party to be notified shown on the first page of this Agreement (or to such other mailing address as that party later furnishes in writing to AVI) at least ten calendar days before the tim e of the event or contemplated action by AVI set forth in said notice. The rights and remedies herein conferred upon AVI, shall be cumulative and not alternative and shall be in addition to and not in substitution of or in derogation of rights and remedies conferred by the Minnesota commercial code and other applicable laws. 13. Limitation of Remedies for Equipment – AVI’s entire liability and the Customer's sole and exclusive remedy in all situations involving performance or nonperformance of Equipment furnished under this Agreement, shall be the adjustment or repair of the Equipment or replacement of its parts by AVI, or, at AVI option, replacement of the Equipment. 14. Limitation on Liability – EXCEPT IN CIRCUMSTANCES INVOLVING ITS GROSS NEGLIGENCE OR WILLFUL MISCONDUCT, THE TOTAL LIABILITY OF A AVI UNDER THIS AGREEMENT FOR ANY CAUSE SHALL NOT EXCEED (EITHER FOR ANY SINGLE LOSS OR ALL LOSSES IN THE AGGREGATE) THE NET AMOUNT ACTUALLY PAID BY CUSTOMER TO AVI UNDER THIS AGREEMENT DURING THE TWELVE (12) MONTH PERIOD PRIOR TO THE DATE ON WHICH AVI’S LIABILITY FOR THE FIRST SUCH LOSS FIRST AROSE. 15. No Consequential Damages – AVI SHALL NOT HAVE ANY LIABILITY TO CUSTOMER OR TO ANY OTHER PERSON OR ORGANIZATION FOR ANY INDIRECT, INCIDENTAL, CONSEQUENTIAL, EXEMPLARY, PUNITIVE OR SPECIAL DAMAGES OF ANY DESCRIPTION (INCLUDING WITHOUT LIMITATION LOST PROFITS OR LOSS OR INTERRUPTION OF BUSINESS), WHETHER BASED ON CONTRACT, NEGLIGENCE, TORT, OR ANY OTHER LEGAL THEORY, REGARDLESS OF WHETHER ADVISED OF THE POSSIBILITY OF SUCH DAMAGES AND IRRESPECTIVE OF THE NUMBER OR NATURE OF CLAIMS. 16. Acceleration of Obligations and Default – Payment in full for all “Equipment,” which is defined as all goods identified in the section of the Agreement with the same title, as well for any and all other amounts due to AVI shall be due within the terms of the Agreement. Upon the occurrence of any event of default by Customer, AVI may, at its option, with or without notice, declare the whole unpaid balance of any obligation secured by this Agreement immediately due and payable and may declare Customer to be in default under this Agreement. 17. Choice of Law, Venue and Attorney’s Fees – This Agreement shall be governed by the laws of the State of Minnesota in the United States of America without reference to or use of any conflicts of laws provisions therein. For the purpose of resolving conflicts related t o or arising out of this Agreement, the Parties expressly agree that venue shall be in the State of Minnesota in the United States of America only, and, in addition, the Parties hereby consent to the exclusive jurisdiction of the federal and state courts located in Hennepin County, Minnesota in the United States of America and waive any right to assert in any such proceeding that Customer is not subject to the jurisdiction of such court or that the venue of such proceeding is improper or an inconvenient forum. The Parties specifically disclaim application (i) of the United Nations Convention on the International Sale of Goods, 1980, and (ii) of Article 2 of the Uniform Commercial Code as codified. In the event AVI must take action to enforce its rights und er the Agreement, the court shall award AVI the attorney’s fees it incurred to enforce its rights under this Agreement. 18. General – Headings are for reference purposes only and shall not affect the meaning or interpretation of this Agreement. The Parties acknowledge and agree that the Agreement has been negotiated by the Parties and that each had the opportunity to consult with its respective counsel, and shall be interpreted fairly in accordance with its terms and without any strict construction in favor of or against either Party based on draftsmanship of the Agreement. This Agreement is not assignable by Customer without the prior written consent of AVI. Any attempt by Customer to assign any of the rights, duties, or obligations of this Agreement without such consent is void. AVI reserves the right to as sign this Agreement to other parties in order to fulfill all warranties and obligations expressed herein, or upon the sale of all or substantially all of AVI’s assets or business. This Agreement can only be modified by a written agreement duly signed by persons authorized to sign agreements on behalf of the Customer and of AVI, and variance from the terms and conditions of the Agreement in any order or other written notification from the Customer will be of no effect. If any provision or provisions of this Agreement shall be held to be invalid, illegal or unenforceable, the validity, legality and enforceability of the remaining provisions shall not in any way be affected or impaired thereby. AVI is not responsible for any delay in, or failure to, fulfill its obligations under this Agreement due to causes such as natural disaster, war, emergency conditions, labor strike, acts of terrorism, the substantial inoperability of the Internet, the inability to obtain supplies, or any other reason or any other cause or condition beyond AVI’s reasonable contr ol. Except as otherwise stated in the Agreement, AVI is not obliged to provide any services hereunder for Equipment located outside the United States or Puerto Rico. Scheduled completion dates are subject to change based on material shortages caused by shortages in cable and material s that are industry wide. RSA: 906103 Printed on October 4, 2018 Page 11 of 11 19. Confidentiality. The term “Confidential Information” shall mean the inventions, trade secrets, computer software in both object and source code, algorithms, documentation, know how, technology, ideas, and all other business, customer, technical, and financial information owned by AVI or the Customer, which is designated as confidential, or communicated in such a manner or under such circumstances as would reasonab ly enable a person or organization to ascertain its confidential nature. All the Confidential Information of a party to this Agreement shall be maintained in confidence by the other party, and neither party shall, during the term of this Agreement or for a period of three (3) years subsequent to the termination of this Agreement, divulge to any person or organization, or use in any manner whatsoever, directly or indirectly, for any reason whatsoever, an y of the Confidential Information of the other party without receiving the prior written consent of the other party. AVI and the Customer shall take such actions as may be reasonably necessary to ensure that its employees and agents are bound by the provisions of this Section, which actions shall, as may be reasonably requested by either party, include the execution of written confidentiality agreements with the employees and agents of the other party. The provisions of this Section shall not have application to any information that (i) becomes lawfully available to the public; (ii) is rece ived without restriction from another person or organization lawfully in possession of such information; (iii) was rightfully in the possession of a party without restriction prior to its disclosure; or (iv) is independently developed by a party or its employees or agents without access to the other party’s similar information. 20. Nonsolicitation - To the extent permitted by applicable law, during the term of this Agreement and for a period of one (1) year after the termination this Agreement, each Party agrees that it shall not knowingly solicit or attempt to solicit any of the other Party's executive employees or employees who are key to such Party’s performance of its obligations under this Agreement (“Covered Employees”). Notwithstanding the foregoing, nothing herein shall prevent either Party from hiring as an employee any person who responds to an advertisement for employment placed in the ordinary c ourse of business by that Party and/or who initiates contact with that party without any direct solicitation of that person by that Party or its agents. 21. Price Quotations and Time to Install – AVI often installs systems at the end of a construction project. The price quoted contemplates that AVI shall have access to the location for the time shown for AVI to complete its work after the work of all other contractors is substantially complete which means, generally, all other trades are no longer generating dust in the location, and final carpeting/flooring is installed (the “Prepared Area”) Failure to give AVI access to the Prepared Area for the amount of time shown for the installation may result in increased installation costs, typically in a manner proportionate to the reduction of time given to AVI to complete its work compared to the original schedule. 22. Price Quotations – Unless otherwise specified, all prices quoted reflect a discount for a cash payment (i.e., check, wire transfer) made by Customer in full within the terms of each invoice. Payment in other forms, including credit card, p-card, or other non-cash payments shall be subject to a convenience above the cash price. Please speak to your AVI representative if you have any questions in this regard. Agenda Information Memo October 16, 2018, Eagan City Council Meeting CONSENT AGENDA T. Approve a Resolution appointing election judges for the November 6, 2018 General Election Action To Be Considered: To approve a resolution appointing election judges for the November 6, 2018 General Election. Facts:  State Statute requires the City Clerk to recommend and the City Council to appoint election judges. In addition to the judge lists submitted by the major political parties, election judges were recruited through the City website and newsletter.  A list of proposed election judges with party affiliation was included in the Additional Information packet distributed to Council on October 5. Election judges’ political affiliations are not public information.  The judges listed in the attached resolution have met the minimum qualifications set forth in State Statute. Some were trained in July and some will be trained in October. Attachments: (1) CT-1 Resolution 1 of 5 RESOLUTION NO. _______ CITY OF EAGAN APPOINTING ELECTION JUDGES TO SERVE IN THE NOVEMBER 6, 2018 GENERAL ELECTION WHERAS, Minn. Stat. 204B.21 requires the governing body of a municipality to appoint election judges to serve in its precincts; and WHEREAS, the City of Eagan has exhausted the judge lists as specified in Minn. Stat. 204B.21 and has recruited other eligible election judges. NOW, THEREFORE, BE IT RESOLVED, pursuant to the requirements in Minn. Stat. 204B.21, the following people are appointed to serve as election judges in the City of Eagan for the November 6, 2018 General Election: Marianne Adelmann Lois Agrimson Amran Ahmed Larry Altman Elizabeth Amic Dawn Anderson Tracy Anderson Dallas Apfelbacher Denise Arambadjis Nancy Arata Gary Arndt Jane Baerenwald Katrina Barker Judy Barott Henrique Barreto Dennis Bates Mackenzie Beckman Janet Beecher Barbara Behnke Teri Bell Grover Bellile Diane Berg Karen Berhow Larry Berhow Jinny Berkopec Carolyn Beseke Paulette Black Kristen Boeke George Bohlig Marvin Bolles Judy Bolles Betsy Bond Sandy Brecke Kent Brost Lisa Bruneau Isis Buchanan Sheryl Burkhardt Kathy Burton Diane Carroll Bob Cason Gregg Chandler Karen Christensen Randall Cirksena Georgia Cirksena Stephanie Clark Alissa Clark Emily Cleveland Tony Coleman Diane Colonga Gail Cook Kim Craven Karen Dare Mara Davenport Melissa Dean Marilyn Deviley Joseph Dierkes Barbara Dingmann Jennifer Dixon 2 of 5 Anthony DJock Geraldine Dodge Thomas Duerre Brian Duffy Kathleen Elizabeth Gregory Elke Peggy Elwood-Hammond Edward Engen Patty Erickson Marilyn Eykyn Michael Farber Betty Fedde Emilio Fedeli Kathleen Finigan Dale M Firl Shirley Flanagan Roxanne Flett Amanda Fogg Douglas Fortin Caren Gallagher David Gary Thomas Gearman Deborah Gerber Hugh Gitlin Kari Goodson Sheryl Graham Mitzi Gramling Richard Gramling Jackie Grinde Paul Gulenchyn John Gustin Mary Hagberg Thomas Hamilton Patricia Hamling Paul Hamling Charlie Hanf Mildred Hartleben Kim Heckmann Lynn Hedblum Dagny Heimisdottir Patrick Hendricks Arthur Hendricks Diane Herrmann Lana Herskovitz Bob Hoaglund Dianne Hobot Cindy Hogan Yvonne Holcomb Andrea Holland Charles Holman Marcia Holt Donna Homan Thomas Homan Janine Hudson William (Bill) Hudson Marlene Hylbak Richard Iffert Beth Iseminger Melissa Jacobsen Loring Jahnke Henry Jandewerth Nancy Jendro Bruce Johnson Heather Johnson Susan Johnson Robin Jones Terrie Jorgensen Darlette Jorgenson Josephine Ju Judy Julian Mary Jo Kacvinsky Amy Kainz Carol Kearns Janet Khan Melinda Kiemele Kathleen Kinney Shirlee Klang Carole Klecker Barrie Kletscher Steven Kloner Barbara Koester Sara Kosiorek Cindy Krueger Ann Kubes Deborah Kubes Kathleen Kuckler Amanda Lancette Marie Lane Sheila Lange John Larkin Jamie Larson John LeClaire 3 of 5 Lynn Lewis Donna Liberty Judith Lienau Laurie Light Joanne Lindahl Pamela Lindquist Janet Linkert Elizabeth Lochner Marian Luft Karin Mair Mary Makeeff Susan Maki Gwendolyn Malm Juli Ann Maloney David Manthey Shannon Martin Sheila Mathew Barbara Mathieu Janine Mattson Rose Ann E. Mazierski Christine Mazon-Stai Pat McGraw Nancy McIntire Joni McLean Rita Mertes Cherryl Mesko Carolyn Mestnik Sharon Miller Jessie Monfleury Julianne Montgomery Andre Montgomery Tracy Morics Jean Mueting Diane Murray Ronald Nalipinski James Neagbour Patricia Neppl Robert (Bob) Newman Jim Nichols Margaret Nolan Carrie Nordstrom Bonnie Nunes Anita Oakman Wende O'Brien Carol A. Osnes James Otero Joleen Otting Mary Jo Pechacek Michael Peiffer Marsha Peterson Jon Peterson William Peterson Judy Peterson Grace Petri Carla Pfeifer Cora Pieper Wanda Ponto Sackter Jerry Pottorff Judy Preble Stephanie Propson Theresa Ramirez Mary Rivers Donald Robertson Lyndon Romberg Catherine Ronayne Kenneth Rudeen Jennifer Rusert Stephen Ruta Marlys Ruzicka Kathryn Sabel Dennis Sabel Abdikadir Salah Karen Sames Richard Schaefer Catherine Schallenberg Pamela Schmitz Carla Schulz John Schumacher Susan Schutz Teresa Schwartz Melissa Schwartz Sandra Scott Joanne Seaberg Ann Selva Jody Severson Mary Ann Sexton Sheridan Sia-Eymann Nancy Simmet Gerard Skala Ted Skluzacek Timothy Smit Nancy Smith 4 of 5 Rebecca Spartz Kay Sperl David Stai Vicki Staudte Angela Steenberg Michael Stern Cheryl Stodolka Kelci Stones David Sturm Jerry Swanson Joyce Swedean Richard Swedean Jane Teich Jacquelyn Tessmann Kristi Tessmer Daniel Thomas-Commins Charles Thorkildson Lori Tripp Royce Tyre Naiyer Usmani Mary Kae Vandeputte Zella Vandervort Gene VanOverbeke Joann VanOverbeke Shaji Varghese Judy Velo Chemiere Verhey Frederick Vihovde Carol Vihovde Mary Vikla Ardith Volk Valerie Wagoner Elizabeth Wahlstedt Linda Walter Kay Wandersee Lynn Wasvick Kathryn Weinzetl Sharon Weise Heidi Wetherall Joan Wetterling Bette Wheeler Ashley Wicklund Barbara Wiese Diane Wigen John Wigen Shelley Wilde Mary Williamson Sherry Wood Karen Worke Connie Wrase Lynn Yamanaka Linda Yetzer Phyllis York Debra Zurales NOW THEREFORE BE IT FURTHER RESOLVED that pursuant to Minn. Stat. 203B.21, additional judges may be appointed within 25 days of the election if it is determined additional election judges will be required. CITY OF EAGAN CITY COUNCIL By: _________________________ Its Mayor Attest: _______________________ Its Clerk Motion by: Seconded by: Those in favor: Those against: Date: October 16, 2018 5 of 5 CERTIFICATION I, Christina M. Scipioni, Clerk of the City of Eagan, Dakota County, Minnesota, do hereby certify that the foregoing resolution was duly passed and adopted by the City Council of the City of Eagan, Dakota County, Minnesota, in a regular meeting thereof assembled this 16th day of October, 2018. ____________________________ City Clerk Agenda Information Memo October 16, 2018 Eagan City Council Meeting CONSENT AGENDA U. APPROVE the 2018-2019 Airport Relations Commission Work Plan Action To Be Considered: Approve the 2018-2019 Airport Relations Commission Work Plan Facts: ➢ The City Council and Eagan Airport Relations Commission (ARC) discussed the proposed 2018-2019 ARC Work Plan at the Special City Council Workshop on October 9, 2018. ➢ The Council and ARC dialogued about the efforts proposed by the ARC for the coming year, and directed the work plan to a future City Council meeting for formal consideration. Attachments: (1) ➢ CU-1 2018-2019 ARC Work Program 2018-2019 Eagan Airport Relations Commission (ARC) Work Plan ARC Purpose: To advise and make recommendations to the City Council on issues of aircraft noise and airport policies that impact or have the potential to impact the community. ARC Mission: The Airport Relations Commission (ARC) recognizes the burden of aircraft noise is balanced by the economic benefits of being a neighbor to MSP Airport. The ARC, under the direction of the City Council, will work in partnership with the Metropolitan Airports Commission (MAC), the Federal Aviation Administration (FAA), and the residents of Eagan to make recommendations on reducing the burden of aircraft noise in Eagan without jeopardizing safety. Work Plan Topic Presenters/Invited Guests Schedule (tentative) Joint Meeting with the Eagan City Council • Present Draft 2018-2019 ARC Work Plan to City Council • Update to Council on August MAC Listening Session • Update to Council on Mobile Monitoring Request of MAC Tuesday, October 9, 2018 5:30pm Eagan Room Regular ARC Meeting • Review resident complaints and corresponding operational data • Review 2018 Noise Oversight Committee Work Plan Tuesday, November 13, 7pm Eagan City Council Chambers Regular ARC Meeting • Acoustical expert to speak on how people perceive noise • Review MAC mobile monitoring tower locations • Review MAC Mobile Noise monitor proposed locations Ken Cox, Larson Davis Dana Nelson, MAC Mgr.—Noise, Environment & Planning Tuesday, January 8, 7pm Eagan City Council Chambers Offsite Tour—Farmington Center (FAA Tour) • Finalize MAC mobile noise monitor locations (if necessary) Tuesday, March 12, 7pm Location: FAA Center (Farmington) 2018-2019 ARC Work Plan Work Plan Topic Presenters/Invited Guests Schedule (tentative) Joint Meeting with Mendota Heights ARC • State of the Airport Update by MAC Executive Director • Delta Fleet Mix update Brian Ryks, MAC Executive Director Gordy Goss, Delta Chief Pilot Tuesday, May 14, 7pm Location: Mendota Heights City Hall Regular ARC Meeting and 2019-2020 Goals and Work Plan Workshop • Special Meeting to share results of mobile monitor study Dana Nelson, MAC Mgr.—Noise, Environment & Planning Tuesday, July 9, 7pm Location: Eagan Community Center (or schedule meeting in August if data is not ready for July) Other Topics/Efforts throughout the Year • Community Connections Booth (typically March) • Community Town Hall Meeting (as needed, in partnership with the MAC) • Emergency Preparedness exercises at the MAC Agenda Information Memo October 16, 2018 Eagan City Council CONSENT AGENDA V. Approve work plan for Energy and Environment Advisory Commission (EEAC) for 2018/2019 year Action to be Considered: Approve the work plan for the EEAC for the upcoming working year for that commission. Facts:  On Tuesday, October 9, 2018 the Park and Recreation Staff, along with the members of the Energy and Environment Advisory Commission met with the City Council in a joint meeting to discuss accomplishments in 2017-2018, and to discuss upcoming work plan ideas and goals for 2018-2019.  Accomplishments for 2017-2018 included: Achieving level 5 certification with the Green Steps Cities program through the MPCA and Great Plains Institute; Continuing the efforts of their community education initiatives; and helping establish a new solar ordinance for the City Council to consider.  The Green Steps Cities program was discussed with Council to continue to be a point of emphasis for the city and continue striving to be at level 5, but will not necessarily be built as a specific work plan item for the EEAC moving forward.  The desired goals in the 2018-2019 include the following: Identify processes to work towards zero waste with city operations; continue the community education program; and review future options for consideration for fleet management and infrastructure support for Electric Vehicles.  In addition, the EEAC desired some additional discussion with City Council on topics important to City Council for future work plans, and in addition, energy planning and working towards a reduced carbon emissions goal or carbon neutrality as a possible 2019/2020 goal. Attachments: (1) CV-1 Power Point Presentation Eagan Energy and Environment Advisory Commission Commission members •Greg Oxley, Chair•Stacy Fleenor, Vice Chair•Dustin W. Myrick, Secretary•Peter Duggan•Stefnee Trzpuc•Mike Supina•Ian Ziese•Stacy Miller EEAC work plan progress in 2018 •Green Steps Cities LEVEL 5 achieved •Community Education continued •Included presentations at meetings, presence at community events of Community Connections & Marketfest •Community Solar Ordinance proposed •Currently being reviewed by APC and will be coming to council in late 2018 –Level 5 One of 11 Level 5 cities in State of Minnesota Will apply yearly now to try and remain at this level Community Education •The following items were presented to EEAC and Community in 2018: •Continued education on Radon awareness •Food Waste in cooperation with Dakota Valley Recycling •Light pollution and LED lighting •Local Government Energy planning through the Alliance for Sustainability •Water Quality Management •Tree Disease and management of the Urban Canopy Community Solar Ordinance •Identified need and benefits for solar ordinance a year ago •Currently being reviewed by legal council and APC before being sent back to City Council for final approval 2018/2019 Work Plan •Sub committees will go over some details, but the following three items have been moved forward for discussion with City Council, along with one item for a possible future year consideration. •EV Fleet Integration and Infrastructure Support •Zero Waste for City Operations •Community Education continued •Carbon Neutral/local Climate Action and Energy planning Parks and Recreation Thank you Agenda Information Memo October 16, 2018, Eagan City Council Meeting PUBLIC HEARINGS A. Variance – Eagan Self Storage Action To Be Considered: To approve (or direct preparation of Findings of Fact for Denial) a Variance to allow insulated metal panels as a Class II building material for a new structure at 540 Yankee Doodle Road, subject to the conditions listed in the staff report. Required Vote For Approval:  Majority of Councilmembers present Facts:  The subject property received approval of a guide plan amendment from BP, Business Park to IND, Limited Industrial and a rezoning from BP Business Park to I-1, Limited Industrial in 2017.  The property was also subdivided in 2017 to create the 2.2 acre lot.  The property is surrounded by I-1 and BP zoned parcels that are primarily developed with trucking related businesses; however, the parcels to the north and east remain zoned BP.  The City Code provides design and constructions requirements for new developments.  A Building Permit application has been submitted for a 60,000 SF climate controlled, two- story, self-storage facility.  The Applicant proposes use of insulated metal panels as a Class II exterior material.  City staff reviewed the proposed insulated panels and found that they were similar, although slightly more durable, to EIFS, a Class III material.  The applicant’s narrative indicates the proposed metal panels are more energy efficient and environmentally friendly than most other materials and should be considere d a Class II material.  In addition to the type of material, the exterior elevations should have similar finish materials on all sides, façade relief and the required mix of materials per Class, per elevation.  The need for a Variance appears to be self-created as similar uses have met City Code standards.  Extraordinary circumstances do not appear to be present for the property.  Approval of the Variance may confer a special privilege over others with similar buildings and/or in the same zoning district. Issues: None Agency Action Deadline:  November 24, 2018 Attachments: (3) PHA-1 Location Map PHA-2 Planning Report PHA-3 Report Exhibits 77TH ROLLINGHILLS DR CIRCLE LOUIS LANERED OAK DRROLL LN.HILLSIDE DR KUTOFFCTSALLY G REAT O AKSLN BECKER ROAD STATETRUNK HWY.NO.55 EL RENE ROADR O L L I N G HILLS P LCHAPEL LANE ROLLINGHILLSDR RITA CT S T A T E T R U N K H WY . N O1 4 9 COURTHOUSE LN REDOAKDRR O L L I N G H I L L S C R BORCHERTLN RANDOMRDROLLING HILLS DRROLLING HILLS CTJOYCE CTWREN LNEL RENE ROADCO. RD. NO.63 (DELAWARE TRAIL)W E S TSTREET BLACKOAKDRHILLSIDE CTS T A T E T R U N K H W Y. N O. 1 4 9HOLIDAY LNREDOAKDRBLACKOAKDRC O .R D .N O .28(Y A N K E E DOODLE RD.) G R E A T O A K S C IR STATE TRUNK HWY. NO. 55 ROLLINGHILLSDRR E D OAKCT CHAPEL LANE Bur Oaks Park ThresherFieldsPark WescottStation Park Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yanke e Do odle Rd Lone Oak Rd Map Area Extent Project Name: Eagan Self StorageRequest: VarianceCase N o.: 12-VA-05-09-18 Subject Site PLANNING REPORT CITY OF EAGAN REPORT DATE: October 11, 2018 CASE: 12-VA-05-09-18 APPLICANT: Johnson Property Services, LLC HEARING DATE: October 16, 2018 PROPERTY OWNER: 906 Limited APPLICATION DATE: September 25, 2018 Partnership REQUEST: Variance PREPARED BY: Sarah Thomas LOCATION: 540 Yankee Doodle Road COMPREHENSIVE PLAN: IND, Limited Industrial ZONING: I-1, Limited Industrial SUMMARY OF REQUEST The applicant is requesting approval of a Variance to allow insulated metal panels as a Class II building material for a new structure at 540 Yankee Doodle Road, legally described as Lot 1, Block 1, Danner Family 1st Addition. AUTHORITY FOR REVIEW City Code Chapter 11, Section 11.50, Subdivision 3, B., 3, states that the city council may approve, approve with conditions or deny a request for a variance. A variance will be denied when it is not in harmony with the general purposes and intent of the zoning provisions of this Code or when the variance is inconsistent with the comprehensive plan. Any condition imposed upon the approved variance must be directly related to and must bear a rough proportionality to the impact created by the variance. In considering all requests for a variance and whether the applicant established that there are practical difficulties in complying with the provision(s) of this chapter, the city council shall consider the following factors: a. Exceptional or extraordinary circumstances apply to the property which do not apply generally to other properties in the same zone or vicinity, and result from lot size or shape, topography, or other circumstances over which the owner of property has no control. Planning Report – Eagan Self Storage October 16, 2018 Page 2 b. The literal interpretation of the provisions of this Code would deprive the applicant property use commonly enjoyed by other properties in the same district under the provisions of this Code. c. The exceptional or extraordinary circumstances do not result from the actions of the applicant. d. The granting of the variance requested will not confer on the applicant any special privilege that is denied by this chapter to owners of other lands, structures or buildings in the same district. e. The variance requested is the minimum variance which would alleviate the practical difficulties. f. The variance would not be materially detrimental to the purposes of this Code, or to other properties in the same zone. g. The property for which the variance is requested is otherwise in compliance with the City Code. CODE REQUIREMENTS City Code Section 11.70, Subd. 21, provides design and construction requirements for multiple family, office, commercial, industrial, and public and institutional developments. Subsection B.3.c.B. states, “New constructed buildings shall incorporate the classes of materials as follows”: Buildings within I-1 zoning districts and located 800 feet or less from a county, state or federal right-of-way shall use at least two different Class I or Class II materials and the building must be finished with at least 65 percent Class I or Class II, not more than 35 percent of Class III and Class IV, materials; in no case shall Class IV materials exceed ten percent. City Code Section 11.70, Subd. 21.B.3.c.i., Requirements, states in part: A. Classes of materials. Exterior building materials shall be divided into Class I, Class II, Class III, Class IV and Class V Categories as follows: Class I  Clay-based masonry units; brick (integrally colored)  Natural stone  Glass/spandrel glass Planning Report – Eagan Self Storage October 16, 2018 Page 3  Architectural metal panels which cover a wall (e.g. copper panels, composite metal panels)  Other comparable or superior materials (as approved by the city council) Class II  Specialty concrete block such as textured, burnished block or rock faced block  Masonry stucco  Manufactured stone provided it replicates the appearance of nature stone, not concrete block  Other comparable or superior materials (as approved by the city council) Class III  Exterior Insulation and Finish Systems (EIFS)  Architecturally precast textured concrete panels  Glass block  Ornamental metal as an accent to the building  Cement-based and architectural products (e.g. Quik-Brik and HardieBoard)  Other comparable or superior materials (as approved by the city council) Class IV  Smooth concrete block  Smooth scored concrete block  Smooth concrete tip up panels  Ceramic  Wood  Other comparable or superior materials (as approved by the city council) EXISTING CONDITIONS The applicant received approval of a Comprehensive Guide Plan Amendment for the property in 2017 to change the land use from BP, Business Park to IND, Limited Industrial. The approvals also included a Subdivision of 10 acres to create the 2.2 acre parcel and a Rezoning from BP, Business Park to I-1, Limited Industrial. The site is generally open with a group of mature trees located in the NE corner of the property. EVALUATION OF REQUEST Proposal – A Building Permit application has been submitted for a 60,000 SF climate controlled, two-story, self-storage facility. The Applicant proposes use of insulated metal panels as a Class II exterior material. Planning Report – Eagan Self Storage October 16, 2018 Page 4 City Code Standards – The City Code allows architectural metal panels which cover a wall as a Class I material. The architectural metal allowance was intended to be for accents, not predominant material on an entire side of a building with the key being a variety of materials with glass and stone remaining the predominant materials. The City Code is unable to include all possible materials, thus the allowance within City Code for “other comparable or superior materials (as approved by city council)”. City staff consisting of both Planning and Building Inspections reviewed the proposed insulated panels and found that they were similar, although slightly more durable, to EIFS, a Class III material. In addition to the type of material, the proposed elevations do not include a breakdown of material Class type per elevation. It appears save for the metal panels, the glass windows provide the only other material type on the building. Variance Criteria – The Zoning Ordinance states that relief may be granted from a required ordinance provision provided there are special conditions that apply to the subject land, the relief is not contrary to the Zoning Ordinance and Comprehensive Guide Plan, and it is necessary for reasonable use and to alleviate a practical difficulty. The surrounding area is developed with similar industrial development and, while Variances to consider insulated metal panels a Class II material are not frequently requested, the City Council has approved similar requests in the past. Those situations have typically been part of a Planned Development, such as the Viking Lakes development referenced by the Applicant. Viking Lakes included architectural and exterior materials within a set of design guidelines approved with the 200-acre Preliminary Planned Development. Beyond Self Storage is the most recent climate controlled, multi -story, self-storage facility to be built within Eagan. The property is zoned PD, Planned Development and guided RC, Retail Commercial. The exterior building finish materials consist primarily of tan and brown brick, glass and two types of gray metal panels that provide visual relief and accent to the predominately brick and glass facade. The proposed building is adjacent to properties zoned for both Industrial and Bu siness Park use. The BP zoning requires a higher standard than I-1 zoning. Extraordinary circumstances do not appear to the property as the request is a result of a request from the applicant. Approval of the Variance would confer a special privilege over others with similar buildings and in the same district. APPLICANT’S PRACTICAL DIFFICULTIES The submitted narrative indicates that architecture has changed and that insulated metal panels should be considered a Class II material versus a Class III material. “Insulated metal panels are more energy efficient and environmentally friendly than most other materials . Developments Planning Report – Eagan Self Storage October 16, 2018 Page 5 using insulated metal panels look different than developments with Eagan’s Class I and II materials. But that doesn’t make insulated metal panels Class III.” SUMMARY/CONCLUSION The applicant is requesting approval of a Variance to allow insulated metal panels as a Class II building material for the exterior of a 60,000 SF two-story, climate-controlled self-storage facility located at 540 Yankee Doodle Road. The property is 2.2 acres in size and is zoned I-1. The property is current undeveloped, and is adjacent to both I-1 and BP properties. City staff has evaluated the request and determined that the proposed material to be most similar to EIFS, a Class III material. The Variance appears to be self-created as similar uses have met City Code standards. ACTION TO BE CONSIDERED To approve a Variance to allow insulated metal panels as a Class II material for new construction located at 540 Yankee Doodle Road. If approved, the following conditions shall apply: 1. If within one year after approval, the variance shall not have been completed or utilized, it shall become null and void unless a petition for extension has been granted by the council. Such extension shall be requested in writing at least 30 days before expiration and shall state facts showing a good faith attempt to complete or utilize the use permitted in the variance. 2. The building shall be subject to all the other related design requirements including all surfaces (elevations) having similar finish materials, façade relief and the mix of materials per Class, per elevation. 77TH ROLLINGHILLS DR CIRCLE LOUIS LANERED OAK DRROLL LN.HILLSIDE DR KUTOFFCTSALLY G REAT O AKSLN BECKER ROAD STATETRUNK HWY.NO.55 EL RENE ROADR O L L I N G HILLS P LCHAPEL LANE ROLLINGHILLSDR RITA CT S T A T E T R U N K H WY . N O1 4 9 COURTHOUSE LN REDOAKDRR O L L I N G H I L L S C R BORCHERTLN RANDOMRDROLLING HILLS DRROLLING HILLS CTJOYCE CTWREN LNEL RENE ROADCO. RD. NO.63 (DELAWARE TRAIL)W E S TSTREET BLACKOAKDRHILLSIDE CTS T A T E T R U N K H W Y. N O. 1 4 9HOLIDAY LNREDOAKDRBLACKOAKDRC O .R D .N O .28(Y A N K E E DOODLE RD.) G R E A T O A K S C IR STATE TRUNK HWY. NO. 55 ROLLINGHILLSDRR E D OAKCT CHAPEL LANE Bur Oaks Park ThresherFieldsPark WescottStation Park Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yanke e Do odle Rd Lone Oak Rd Map Area Extent Project Name: Eagan Self StorageRequest: VarianceCase N o.: 12-VA-05-09-18 Subject Site CO. RD. 28 Yankee Doodle Road 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: Eagan Self StorageRequest: VarianceCase No.: 12-VA-05-09-18 01-ENG-117002-SHEET-SITE 4SITE PLAN I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota c 16OFYANKEE DOODLE MINI STORAGE EAGAN, MINNESOTA DANNER INC. 843 HARDMAN AVE. S 04-19-17 NAP AJR Name Reg. No.Date Revisions Date Designed Drawn 2017 Pioneer Engineering, P.A. Mendota Heights, MN 55120 2422 Enterprise Drive (651) 681-1914 Fax: 681-9488www.pioneereng.com LANDSCAPE ARCHITECTSLAND SURVEYORSLAND PLANNERSCIVIL ENGINEERS 04-19-2017 SOUTH ST. PAUL, MINNESOTA 5507547504 Brian N. Molinaro CITY PROJECT 17-J 4. 9-20-17 City Comments 1. 5-1-17 City Comments 2. 5-16-17 Revisions 3. 6-6-17 Final Subdivision Changes 6. 5-17-18 Layout Revision 5. 2-6-18 Layout Revision 7. 6-8-18 Layout Revision 8. 7-26-18 Layout Revision 9. 8-14-18 Layout Revision 10. 9-12-18 Chamber Rev. GRIDLINE BUBBLE WITH "CROSSHAIRS" SHOWN REFERENCES "STEEL LINE" GRIDLINE BUBBLE WITHOUT "CROSSHAIRS" SHOWN REFERENCES "CENTER LINE" PEMB METAL COLUMN, VERIFY SIZE & LOCATION W/ PEMB PLANS VERIFY 3" FOAM PANEL, VERIFY SIZE & LOCATION W/ PEMB PLANS 'INSET' METAL BUILDING GIRT,EQ EQ VERIFY W/ PEMB PLANS PEMB PLANSVERIFY W/A 1 2 A1.11 3 2 1 A1 1 A1 4 20' -0" 1" / 12" Roo 000 0 7 8 X NAM 20' -0" 000 #O111 20'X 14' OHD WALL WALKDOOR WINDOW DOOR ROOM DEFINES SLOPE DEFINES SPOT WALL # DOOR WINDOW LETTER DOOR DOOR SIZE DOOR TYPE ROOM NAME ROOM NUMBER SLOPE SLOPE DIRECTIO N LOCATION/ NAME HEIGHT HEIGHT TAG TAG MARKERS CENTER LINE GRID STEEL LINE GRID INTERIOR ELEVATION MARKER SECTION CALLOUT/ DETAIL MARKER LEGEN RIGID INSULATION/ FOAM PANEL CONCRETE EARTH / FILL EXPANDED FOAM INSULATION SAND / GRANULAR FILL ROCK FILL FINISHED WALL / GYP MASONRY BLK OR BRICK STEEL EXTRUDED RIGID INSULATION GUARD RAIL BATT INSULATION GRID # OR LETTER GRID # OR LETTER DETAIL # PAGE # DETAIL # PAGE # DETAIL # PAGE # Scale Project # Date Kiehm Construction Inc. 8415 220th Street W Lakeville, MN 55044 Office:(952)469-5600 Fax(952)469-1240 www.kcibuilds.com All rights reserved. All plans and illustrations are the exclusive property of Kiehm Construction Inc. and are protected under copyright law. Reproduction and or Distribution of the illustrations or working drawings by any means is strictly prohibited. Although we make every effort to ensure the accuracy of our plan information, we reserve the right to make corrections on our plans if changes occur. PREVIOUS REVISION DATES: PLAN REVISIONS As indicated A0 Cover Page / Code ReviewProject NumberEagan Self-Storage9-24-18 P R O J E C T S T A T U S Eagan, MN9-17-18 • 9-6-18 • 8-29-18 • 8-20-18 • 7-25-18 • 7-11-18 • 5-30-18 • 5-14-18 • 5-10-18 • 5-3-18 • 4-24-18 • 3-21-18 Eagan Self-Storage Eagan, MN Sheet List Sheet Number Sheet Name A0 Cover Page / Code Review A1 Exterior Elevations A2 First Floor Plan A3 Upper Level Plan A4 Building Sections A5 Building Sections A6 Exit Access Plans A7 Roof Plan A8 Downspout Layout MEP1 First Floor MEP Plan MEP2 Upper Level MEP Plan S1 Strucutral Building Sections S2 First Floor Beam Layout S3 Upper Floor Hallway Header Layout S4 Decking Layout S5 Typical Details SF1 Foundation Plan SF2 Foundation Details SF3 Retaining Walls SF4 Retaining Wall Details GENERAL NOTES: 1. ALL STRUCTURAL METAL FRAMING (PRIMARY & SECONDARY FRAMING) IS DESIGNED BY METAL BUILDING MANUFACTURER (PRE-ENGINEERED METAL BUILDING OR "PEMB"). STRUCTURAL METAL FRAME SHOWN IN ARCHITECTURAL DRAWINGS IS FOR REPRESENTATION ONLY. VERIFY SIZE & LOCATION WITH PEMB DRAWINGS. 2. ALL NEW STEEL STUDS FOR PARTITION FRAMING SHALL BE MINIMUM 2'-0" O.C. 20 GAUGE. INCREASE GAUGE AS NECESSARY DUE TO HEIGHT, THICKNESS, BEARING, ETC., REFER TO STRUCTURAL. 3. CARPENTER TO PROVIDE BACKING FOR GRAB BARS, BATH ACCESSORIES, TOILET PARTITIONS, & MILLWORK. COORDINATE WITH MILLWORK CONTRACTOR FOR BACKING LOCATIONS. 4. CARPENTER TO INSTALL ALL DOORS WITH HARDWARE, BATH ACCESSORIES, TOILET PARTITIONS, & DOOR SIGNAGE. 5. FRAME/FURR OUT COLUMNS IN OFFICE AREA TO SMALLEST PROFILE. 6. ALL DIMENSIONS FOR INTERIOR PARTITION FRAMING IS TO CENTERLINE OF WALL UNLESS OTHER WISE NOTED. 7. ALL DIMENSIONS FROM THE EXTERIOR START / END ON "STEEL LINE" UNLESS OTHERWISE NOTED. 8. BOILER ROOM TO BE 1 HOUR FIRE RATED CONSTRUCTION IF BOILER IS GREATER THAN 400K BTU'S. 9. MECHANICAL, ELECTRICAL, AND PLUMBING TO BE DESIGN BUILD. 10. MECHANICAL, ELECTRICAL, AND PLUMBING DESIGN BY OTHERS. ALL WORK SHOWN ON ARCHITECTURAL DRAWINGS THAT IS M/E/P IS FOR REFERENCE ONLY. SEE ALL NOTES FOR ADDITIONAL M/E/P INFORMATION 11. ROOF PENETRATIONS SHALL BE TO AN ABSOLUTE MINIMUM. IF POSSIBLE, KEEP ALL EQUIPMENT OFF OF ROOF. 12. VERIFY MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT LOCATIONS WITH GENERAL AND/OR OWNER. 13. GRAB BARS TO BE SUPPLIED & INSTALLED BY PLUMBER. 14. BATH FANS, GAS PIPING, THERMOSTATS TO BE SUPPLIED & INSTALLED BY MECHANICAL. 15. ALL CONTROL WIRING TO BE BY ELECTRICIAN. 16. VERIFY ALL EXTERIOR WALL PENETRATIONS LOCATIONS WITH GENERAL. 17. ELECTRICAL TO ENSURE PROPER LIFE SAFETY LIGHTING, EMERGENCY LIGHTING, AND EXIT SIGNAGE TO PROVIDE AS ACCESS TO EXIT(S). 18. ALL BATH MIRRIORS TO BE SUPPLIED BY GLASS CONTRACTOR. 19. ALL HANDRAILS, IF ANY, ARE TO BE INSTALLED AT BOTH SIDES OF STAIR AND/ OR RAMP. 20. ALL TRADES SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL BUILDING CODES 21. ALL TRADES TO CALL FOR THEIR OWN REQUIRED INSPECTIONS & MUST OBTAIN ANY REQUIRED PERMITS. 22. NOTIFY KCI OF ANY DISCREPANCIES ON THESE PLANS SITE & BUILDING CODE REVIEW: 1. THE BUILDING IS DESIGNED BASED ON: 2015 MINNESOTA BUILDING CODE 2015 MINNESOTA ACCESSIBILITY CODE 2015 MINNESOTA ENERGY CODE (ANSI/ASHRAE/IES STANDARD 90.1-2010) 2015 MINNESOTA STATE FIRE CODE 2015 MINNESOTA PLUMBING CODE 2015 MINNESOTA MECHANICAL AND FUEL GAS CODE MINNESOTA ELECTRICAL CODE (2014 NEC) 2. AREA OF SITE: EXISTING SITE-APPROX. 96,374 SF / 2.21 ACRES 3. AREA OF BUILDING: 33,040 S.F. PER FLOOR X 2 FLOORS = 66,080 S.F. -TOTAL S.F. ABOVE GRADE 854 S.F. BASEMENT BELOW GRADE 4. 33,040 S.F. / 500 S.F. PER OCCUPANT X 0.15”PER OCCUPANT = 10”REQUIRED EXIT WIDTH PER FLOOR. 5. BUILDING CONSTRUCTION TYPE: II-B 6. BUILDING OCCUPANCY GROUPS: S-1 7. AUTOMATIC FIRE SUPPRESSION SYSTEM: YES 8. SEPARATION BASED ON OCCUPANCY GROUPS: N/A 9. ALLOWABLE GROUP S-1 OCCUPANCY FLOOR AREA DUE TO MSBC 903.2.9:: 17,500 S.F. + (17,500 S.F. X 2) = 52,500 S.F. TOTAL ALLOWABLE S.F. PER STORY. 10. FRONTAGE INCREASE BASED ON PROPERTY SIZE AND LOT LINE LOCATIONS: N/A 11. INCREASE FOR AUTOMATIC FIRE SUPPRESSION SYSTEM: N/A 12. OCCUPANT LOAD: 66,080 S.F. / 500 S.F. PER OCCUPANT = 133 13. PLUMBING FIXTURES PROVIDED: 1 UNISEX RESTROOM PROVIDED. (1 FIXTURE AND 1 LAVATORY REQUIRED PER 100 OCCUPANTS –AN AVERAGE OCCUPANCY WILL NOT EXCEED 17 OCCUPANTS PER DAY BASED ON PREVIOUS INDUSTRY EXPERIENCE). 14. BUILDING HGT. OF 3 STORIES, WHICH INCLUDES BASEMENT, PERMITTED WHEN FIRE SUPPRESSED. 15. NO FIRE RESISTANCE RATINGS ARE REQUIRED. 1. STRUCTURE DESIGN SHALL COMPLY WITH BUILDING CODES REQUIRED BASED ON BUILDING LOCATION. 2. DESIGN WIND LOAD: BY METAL BUILDING MFR, REFER TO PEMB PLANS. 3. SNOW LOAD: BY METAL BUILDING MFR, REFER TO PEMB PLANS. 4. ROOF LIVE LOAD: BY METAL BUILDING MFR, REFER TO PEMB PLANS. 5. ROOF DEAD LOAD: 3 PSF (3/4" MTL LINER, 3" ISO RIGID, 3" EPS RIGID, & SSR PANEL) 6. COLLATERAL LOAD: 2 PSF 7. MEZZANINE LIVE LOAD FOR STORAGE: 125 PSF 8. MEZZANINE LIVE LOAD FOR OFFICE: 70 PSF 9. MEZZANINE DEAD LOAD BASED ON CONCRETE THICKNESS, REFER TO STRUCTURAL. DESIGN CRITERIA: 3/4" = 1'-0" Gridline Definitions (Steel Line VS Center Line) Finished Floor 0' -0" Eave Height 21' -0" Upper Level 13' -2" 1234567891011121314151617181920212223242526 24 GA STANDING SEAM ROOF, 3" EPS INSULATION, 2" ISO INSULATION, & 3/4" LINER PANEL Lower Level -10' -0" KINGSPAN COMPOSITE PANEL 12" MASONRY WALL STOREFRONT WINDOW SYSTEM STOREFRONT WINDOW SYSTEM INSULATED METAL DOOR AND FRAME 250' - 0" Finished Floor 0' -0" Eave Height 21' -0" Upper Level 13' -2" AD O GK L 24 GA STANDING SEAM ROOF, 3" EPS INSULATION, 2" ISO INSULATION, & 3/4" LINER PANEL KINGSPAN COMPOSITE PANEL 12" POURED CONCRETE WALL Lower Level -10' -0" C C C C DRIVE-THRU LANE W/ SLIDING DOOR DRIVE-THRU LANE W/ SLIDING DOOR 12" MASONRY WALL STOREFRONT WINDOW SYSTEM CANOPY CANOPY GRADE LINE 8' - 8"6' - 8"4' - 8"31' - 0"15' - 0"50' - 0"15' - 0"20' - 0" Finished Floor 0' -0" Eave Height 21' -0" Upper Level 13' -2" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 24 GA STANDING SEAM ROOF, 3" EPS INSULATION, 2" ISO INSULATION, & 3/4" LINER PANEL Lower Level -10' -0" KINGSPAN COMPOSITE PANEL 12" MASONRY WALL #206 8'-0" X 7'-0" OHD6"12" POURED CONCRETE WALL GLASS OVERHEAD DOOR STORE FRONT DOOR W/ SIDELITESGRADE LINE 204 6' - 6"6' - 8"4' - 6"8' - 8"2' - 6"10' - 8"12' - 8"14' - 8"6"12' - 8"2' - 6"10' - 8"4' - 6"8' - 8"20' - 0"20' - 0"30' - 0"90' - 0"30' - 0"20' - 0"20' - 0"20' - 0" Finished Floor 0' -0" Eave Height 21' -0" Upper Level 13' -2" A D O G K L 12" POURED CONCRETE WALL DRIVE-THRU LANE W/ SLIDING DOOR 24 GA STANDING SEAM ROOF, 3" EPS INSULATION, 2" ISO INSULATION, & 3/4" LINER PANEL Lower Level -10' -0" KINGSPAN COMPOSITE PANEL C C C B B DRIVE-THRU LANE W/ SLIDING DOOR 12" MASONRY WALL B B CANOPY GRADE LINE ALUMINUM WINDOW ?6' - 8"10' - 6"10' - 6"10' - 0" 108C 4' - 8"2' - 8"C Scale Project # Date Kiehm Construction Inc. 8415 220th Street W Lakeville, MN 55044 Office:(952)469-5600 Fax(952)469-1240 www.kcibuilds.com All rights reserved. All plans and illustrations are the exclusive property of Kiehm Construction Inc. and are protected under copyright law. Reproduction and or Distribution of the illustrations or working drawings by any means is strictly prohibited. Although we make every effort to ensure the accuracy of our plan information, we reserve the right to make corrections on our plans if changes occur. PREVIOUS REVISION DATES: PLAN REVISIONS 1/8" = 1'-0" A1 Exterior ElevationsProject NumberEagan Self-Storage9-24-18 P R O J E C T S T A T U S Eagan, MN9-17-18 • 9-6-18 • 8-29-18 • 8-20-18 • 7-25-18 • 7-11-18 • 5-30-18 • 5-14-18 • 5-10-18 • 5-3-18 • 4-24-18 • 3-21-18 1/8" = 1'-0"A1 1 North Elevation 1/8" = 1'-0"A1 2 East Elevation 1/8" = 1'-0"A1 3 South Elevation 1/8" = 1'-0"A1 4 West Elevation UP UP UP 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 A A D D O O G G K K L L131' - 0"20' - 0"15' - 0"50' - 0"15' - 0"31' - 0"250' - 0" 10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"131' - 0"20' - 0"15' - 0"50' - 0"15' - 0"31' - 0"250' - 0" 10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0" 1 A4 4 A5 A5 10 2 A4 7 A5 Rent 102 Office 101 Kiosk 103 Restroom 104 Stairway 105 Drive-Thru Lane 106 Drive-Thru Lane 108 Hallway 107 ALL ROLL UP DOORS ON THIS FLOOR ARE 8'-8" X 10'-0" UNLESS OTHERWISE NOTED 8'-0" X 10'-0" ROLL UP DOOR 8'-0" X 10'-0" ROLL UP DOOR 8'-0" X 10'-0" ROLL UP DOOR 8'-0" X 10'-0" ROLL UP DOOR 8'-5" X 10'-0" ROLL UP DOOR 8'-5" X 10'-0" ROLL UP DOOR 8'-5" X 10'-0" ROLL UP DOOR 3'-8" X 10'-0" ROLL UP DOOR 3'-8" X 10'-0" ROLL UP DOOR B B 6 A5 5 A5 3 A5 1 A5 2 A5 9 A5 14 A5 3 A4 Sprinkler Room 100 FIRE DEPT PANEL KEY BOXFIRE DEPT. CONNECTION DISCHARGE IDENTIFICATION BARRIER GAS METER 1 1 2 2 3 3 4 4 5 5 A A D D 7 A5 Storage 001 20' - 0"20' - 0"10' - 0"10' - 0"10' - 0"10' - 0" 40' - 0" 10' - 0"10' - 0"10' - 0"10' - 0" 40' - 0" 1 HOUR RATED DOOR 1 HOUR FIRE WALL 8" WATER 6" SEWER DRAIN TILE IN BASEMENT SUMP BASKET WATER SHUT OFF ELEC. MAIN SHUT OFF Scale Project # Date Kiehm Construction Inc. 8415 220th Street W Lakeville, MN 55044 Office:(952)469-5600 Fax(952)469-1240 www.kcibuilds.com All rights reserved. All plans and illustrations are the exclusive property of Kiehm Construction Inc. and are protected under copyright law. Reproduction and or Distribution of the illustrations or working drawings by any means is strictly prohibited. Although we make every effort to ensure the accuracy of our plan information, we reserve the right to make corrections on our plans if changes occur. PREVIOUS REVISION DATES: PLAN REVISIONS As indicated A2 First Floor PlanProject NumberEagan Self-Storage9-24-18 P R O J E C T S T A T U S Eagan, MN9-17-18 • 9-6-18 • 8-29-18 • 8-20-18 • 7-25-18 • 7-11-18 • 5-30-18 • 5-14-18 • 5-10-18 • 5-3-18 • 4-24-18 • 3-21-18 1" = 10'-0"A2 1 First Floor Plan 1/8" = 1'-0"A2 2 Lower Level 1st Floor Jamb Schedule Model Length Count Manufacturer Level Comments Type Mark 12CDJ68-1- 12' - 9" 6 WHITE Finished Floor 12EJ68-1- 12' - 9" 7 WHITE Finished Floor 12TJ68-1- 12' - 9" 5 WHITE Finished Floor 15CNJ54-1- 12' - 9" 4 WHITE Finished Floor 16NJ68-3- 12' - 9" 90 WHITE Finished Floor Grand total: 112 1st Floor Lintel Schedule Part Name Length Count Painted Level Comments 3.5RDNL54-1- 3' - 8 7/16" 2 Finished Floor 3.5RDNL54-1- 3' - 8 7/16" 2 Finished Floor X 3.5RDNL54-1- 8' - 0 7/16" 4 Finished Floor 3.5RDNL54-1- 8' - 0 7/16" 4 Finished Floor X 3.5RDNL54-1- 8' - 5 7/16" 3 Finished Floor 3.5RDNL54-1- 8' - 5 7/16" 3 Finished Floor X 3.5RDNL54-1- 8' - 8 7/16" 90 Finished Floor 3.5RDNL54-1- 8' - 8 7/16" 90 Finished Floor X Grand total: 198 1st Floor Roll-Up Door Schedule Door Door Manufacturer Level Count CommentsWidth Height 3' - 8 7/16" 10' - 0" RU Finished Floor 2 8' - 0 7/16" 10' - 0" RU Finished Floor 4 8' - 5 7/16" 10' - 0" RU Finished Floor 3 8' - 8 7/16" 10' - 0" RU Finished Floor 90 Grand total: 99 1st Floor Stud Schedule Type Comments Length Count Level STUD - 400S200-54 (50 KSI) 2' - 1" 1 Finished Floor STUD - 400S200-54 (50 KSI) 12' - 9" 1538 Finished Floor STUD - 400S200-54 (50 KSI) 12' - 10 1/2" 31 Finished Floor STUD - 400S250-54 (50 KSI) 4' - 1" 11 Finished Floor STUD - 400S250-54 (50 KSI) 6' - 1" 15 Finished Floor STUD - 400S250-54 (50 KSI) 8' - 1" 14 Finished Floor STUD - 400S250-54 (50 KSI) 10' - 1" 8 Finished Floor Grand total: 1618 1st Floor Top Track Schedule Description Length Count Level 400TT300-68 5' - 0" 1 Finished Floor 400TT300-68 5' - 6" 1 Finished Floor 400TT300-68 9' - 8" 68 Finished Floor 400TT300-68 10' - 0" 107 Finished Floor 400TT300-68 10' - 6" 3 Finished Floor 400TT300-68 10' - 8 1/2" 3 Finished Floor 400TT300-68 10' - 9" 1 Finished Floor Grand total: 184 1st Floor Bottom Track Schedule Description Length Count Level 400T200-68 5' - 0" 1 Finished Floor 400T200-68 5' - 6" 1 Finished Floor 400T200-68 9' - 8" 69 Finished Floor 400T200-68 10' - 0" 113 Finished Floor 400T200-68 10' - 6" 3 Finished Floor 400T200-68 10' - 8 1/2" 1 Finished Floor 400T200-68 10' - 9" 1 Finished Floor Grand total: 189 REF. DN DN 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 A A B B C C E E O O F F H H I I J J K K M M N N25' - 0"5' - 0"25' - 0"5' - 0"20' - 0"5' - 0"25' - 0"5' - 0"16' - 0"131' - 0"250' - 0" 10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"131' - 0"10' - 0"5' - 0"10' - 0"5' - 0"25' - 0"5' - 0"20' - 0"5' - 0"25' - 0"5' - 0"16' - 0"250' - 0" 10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0" 1 A4 4 A5 8 A5 2 A4 7 A5 Office 201 Room 202 Stairway 203 Hallway 205 Furnace Room 204 Furnace Room 206 B B A A A A A A A #206 8'-0" X 7'-0" OHD 5 A5 1 A5 2 A5 14 A5 3 A4 Scale Project # Date Kiehm Construction Inc. 8415 220th Street W Lakeville, MN 55044 Office:(952)469-5600 Fax(952)469-1240 www.kcibuilds.com All rights reserved. All plans and illustrations are the exclusive property of Kiehm Construction Inc. and are protected under copyright law. Reproduction and or Distribution of the illustrations or working drawings by any means is strictly prohibited. Although we make every effort to ensure the accuracy of our plan information, we reserve the right to make corrections on our plans if changes occur. PREVIOUS REVISION DATES: PLAN REVISIONS 1" = 10'-0" A3 Upper Level PlanProject NumberEagan Self-Storage9-24-18 P R O J E C T S T A T U S Eagan, MN9-17-18 • 9-6-18 • 8-29-18 • 8-20-18 • 7-25-18 • 7-11-18 • 5-30-18 • 5-14-18 • 5-10-18 • 5-3-18 • 4-24-18 • 3-21-18 1" = 10'-0"A3 1 Upper Level Plan 2nd Floor Jamb Schedule Model Length Count Manufacturer Level Comments Type Mark 12CTJ68-1- 8' - 6 3/4" 1 WHITE Upper Level 12EJ68-1- 8' - 4 1/2" 5 WHITE Upper Level 12EJ68-1- 8' - 6 1/2" 2 WHITE Upper Level 12EJ68-1- 8' - 8" 2 WHITE Upper Level 12TJ68-1- 8' - 6 3/4" 1 WHITE Upper Level 15CNJ54-1- 8' - 4 1/2" 2 WHITE Upper Level 15CNJ54-1- 8' - 7 3/4" 4 WHITE Upper Level 15CNJ54-1- 8' - 8" 2 WHITE Upper Level 15CNJ54-1- 8' - 9 1/4" 6 WHITE Upper Level 15CNJ54-1- 8' - 10 1/4" 3 WHITE Upper Level 15CNJ54-1- 8' - 11 1/2" 4 WHITE Upper Level 15CNJ54-1- 9' - 3 1/2" 4 WHITE Upper Level 15CNJ54-1- 9' - 4 3/4" 4 WHITE Upper Level 15CNJ54-1- 9' - 5 3/4" 4 WHITE Upper Level 15CNJ54-1- 9' - 7" 1 WHITE Upper Level 15CNJ54-1- 9' - 7 1/4" 3 WHITE Upper Level 16EJ68-1- 8' - 10 1/4" 8 WHITE Upper Level 16NJ68-3- 7' - 11 1/2" 1 Upper Level 16NJ68-3- 8' - 4 1/2" 3 WHITE Upper Level 16NJ68-3- 8' - 6 1/2" 20 WHITE Upper Level 16NJ68-3- 8' - 7 3/4" 29 WHITE Upper Level 16NJ68-3- 8' - 8" 23 WHITE Upper Level 16NJ68-3- 8' - 9 1/4" 24 WHITE Upper Level 16NJ68-3- 8' - 10 1/4" 31 WHITE Upper Level 16NJ68-3- 8' - 11 1/2" 33 WHITE Upper Level 16NJ68-3- 9' - 3 1/2" 23 WHITE Upper Level 16NJ68-3- 9' - 4 3/4" 23 WHITE Upper Level 16NJ68-3- 9' - 5 3/4" 33 WHITE Upper Level 16NJ68-3- 9' - 7" 23 WHITE Upper Level Grand total: 322 2nd Floor Lintel Schedule Part Name Length Count Painted Level Comments 3.5RDNL54-1- 3' - 8 7/16" 124 Upper Level 3.5RDNL54-1- 3' - 8 7/16" 124 Upper Level X 3.5RDNL54-1- 6' - 0 7/16" 2 Upper Level 3.5RDNL54-1- 6' - 0 7/16" 2 Upper Level X 3.5RDNL54-1- 8' - 8 7/16" 167 Upper Level 3.5RDNL54-1- 8' - 8 7/16" 167 Upper Level X Grand total: 586 2nd Floor Roll-Up Door Schedule Door Door Manufacturer Level Count CommentsWidth Height 2' - 8 7/16" 7' - 0" RU Upper Level 1 3' - 8 7/16" 7' - 0" RU Upper Level 130 6' - 0 7/16" 7' - 0" RU Upper Level 3 8' - 8 7/16" 7' - 0" RU Upper Level 164 Grand total: 298 2nd Floor Stud Schedule Type Comments Length Count Level STUD - 362S200-54 (50 KSI) 7' - 10" 31 Upper Level STUD - 362S200-54 (50 KSI) 7' - 10 1/4" 25 Upper Level STUD - 362S200-54 (50 KSI) 7' - 10 1/2" 1 Upper Level STUD - 362S200-54 (50 KSI) 7' - 11 1/4" 20 Upper Level STUD - 362S200-54 (50 KSI) 7' - 11 1/2" 25 Upper Level STUD - 362S200-54 (50 KSI) 8' - 0 1/2" 20 Upper Level STUD - 362S200-54 (50 KSI) 8' - 0 3/4" 26 Upper Level STUD - 362S200-54 (50 KSI) 8' - 1 3/4" 32 Upper Level STUD - 362S200-54 (50 KSI) 8' - 2" 30 Upper Level STUD - 362S200-54 (50 KSI) 8' - 3" 44 Upper Level STUD - 362S200-54 (50 KSI) 8' - 3 1/4" 29 Upper Level STUD - 362S200-54 (50 KSI) 8' - 4 1/4" 45 Upper Level STUD - 362S200-54 (50 KSI) 8' - 4 1/2" 29 Upper Level STUD - 362S200-54 (50 KSI) 8' - 5 1/2" 38 Upper Level STUD - 362S200-54 (50 KSI) 8' - 5 3/4" 29 Upper Level STUD - 362S200-54 (50 KSI) 8' - 6 3/4" 38 Upper Level STUD - 362S200-54 (50 KSI) 8' - 7" 29 Upper Level STUD - 362S200-54 (50 KSI) 8' - 8" 38 Upper Level STUD - 362S200-54 (50 KSI) 8' - 8 1/4" 29 Upper Level STUD - 362S200-54 (50 KSI) 8' - 9 1/4" 38 Upper Level STUD - 362S200-54 (50 KSI) 8' - 9 1/2" 29 Upper Level STUD - 362S200-54 (50 KSI) 8' - 10 1/2" 38 Upper Level STUD - 362S200-54 (50 KSI) 8' - 10 3/4" 29 Upper Level STUD - 362S200-54 (50 KSI) 8' - 11 3/4" 38 Upper Level STUD - 362S200-54 (50 KSI) 9' - 0" 29 Upper Level STUD - 362S200-54 (50 KSI) 9' - 1" 28 Upper Level STUD - 362S200-54 (50 KSI) 9' - 1 1/4" 30 Upper Level STUD - 362S200-54 (50 KSI) 9' - 2 1/4" 29 Upper Level Grand total: 846 2nd Floor Top Track Schedule Description Length Count Level 362TT300-68 4' - 8" 2 Upper Level 362TT300-68 7' - 4" 1 Upper Level 362TT300-68 9' - 4" 20 Upper Level 362TT300-68 9' - 8" 19 Upper Level 362TT300-68 15' - 0" 5 Upper Level 362TT300-68 15' - 8" 20 Upper Level 362TT300-68 19' - 4" 25 Upper Level 362TT300-68 24' - 4" 49 Upper Level Grand total: 141 2nd Floor Bottom Track Schedule Description Length Count Level 362T200-68 4' - 8" 11 Upper Level 362T200-68 7' - 4" 1 Upper Level 362T200-68 9' - 4" 33 Upper Level 362T200-68 9' - 8" 19 Upper Level 362T200-68 15' - 0" 15 Upper Level 362T200-68 15' - 8" 8 Upper Level 362T200-68 15' - 8 1/2" 4 Upper Level 362T200-68 19' - 4" 27 Upper Level 362T200-68 24' - 4" 63 Upper Level 362T200-68 25' - 0" 6 Upper Level Grand total: 187 2nd Floor Liner Panel Schedule Model Length Count Level 2/3 WP 4' - 10" 2 Upper Level WP 4' - 10" 4 Upper Level 2/3 WP 4' - 11" 8 Upper Level WP 4' - 11" 16 Upper Level WP 7' - 0" 18 Upper Level 2/3 WP 7' - 8" 1 Upper Level WP 7' - 8" 2 Upper Level 2/3 WP 9' - 5" 3 Upper Level WP 9' - 5" 6 Upper Level 2/3 WP 9' - 8" 10 Upper Level WP 9' - 8" 77 Upper Level 2/3 WP 9' - 8 1/2" 1 Upper Level WP 9' - 8 1/2" 2 Upper Level 2/3 WP 9' - 10" 19 Upper Level WP 9' - 10" 38 Upper Level WP 12' - 6" 3 Upper Level 2/3 WP 15' - 0" 4 Upper Level WP 15' - 0" 8 Upper Level WP 15' - 10" 54 Upper Level 2/3 WP 17' - 0" 1 Upper Level WP 17' - 0" 2 Upper Level WP 19' - 5" 9 Upper Level WP 19' - 8" 69 Upper Level WP 24' - 5" 24 Upper Level WP 24' - 8" 213 Upper Level 2/3 WP 25' - 0" 3 Upper Level WP 25' - 0" 48 Upper Level Grand total: 645 Finished Floor 0' -0" Finished Floor 0' -0" Eave Height 21' -0" Eave Height 21' -0" Upper Level 13' -2" Upper Level 13' -2" A A B C D E O OF G H I J K K L M N 10' - 0"5' - 0"10' - 0"5' - 0"25' - 0"5' - 0"20' - 0"5' - 0"25' - 0"5' - 0"16' - 0" 131' - 0" 131' - 0" 20' - 0"15' - 0"50' - 0"15' - 0"31' - 0"7' - 10"13' - 2"7' - 10"13' - 2"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0" LOWER LEVEL STRUCTURAL STEEL STUDS 400S200-68 @20 O.C. LOWER LEVEL STRUCTURAL STEEL STUDS 400S200-68 @20 O.C. LOWER LEVEL STRUCTURAL STEEL STUDS 400S200-68 @20 O.C. DRIVE-THRU LANE W/ SLIDING DOOR DRIVE-THRU LANE W/ SLIDING DOOR HALL HALL HALL HALL HALL 9' - 2 1/4"UPPER LEVEL STRUCTURAL STEEL STUDS 362S200-68 @ 60" O.C.9' - 1 1/4"9' - 0"9' - 1"8' - 9 1/2"8' - 10 3/4"8' - 8 1/4"8' - 7"8' - 5 3/4"8' - 4 1/2"8' - 3 1/4"6' - 2"1' - 8"8' - 11 3/4"8' - 10 1/2"8' - 9 1/4"8' - 8"8' - 6 3/4"8' - 5 1/2"8' - 4 1/4"8' - 3"8' - 1 3/4"8' - 0 1/2"7' - 11 1/4"7' - 10"W8X28 W8X28 UPPER LEVEL STRUCTURAL STEEL STUDS 362S200-68 @ 60" O.C. UPPER LEVEL STRUCTURAL STEEL STUDS 362S200-68 @ 60" O.C. UPPER LEVEL STRUCTURAL STEEL STUDS 362S200-68 @ 60" O.C. 5' - 0"5' - 0"6' - 0"8' - 2"8' - 0 3/4"7' - 11 1/2"Finished Floor 0' -0" Eave Height 21' -0" Upper Level 13' -2" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 250' - 0" 10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"7' - 10"13' - 2"Finished Floor 0' -0" Eave Height 21' -0" Upper Level 13' -2" D D E F G H I 20' - 0"14' - 6" 15' - 6"4' - 6"14' - 6"5' - 6" W6X20 4X4X1/4 W12X22 4X4X1/4 W8X28 Scale Project # Date Kiehm Construction Inc. 8415 220th Street W Lakeville, MN 55044 Office:(952)469-5600 Fax(952)469-1240 www.kcibuilds.com All rights reserved. All plans and illustrations are the exclusive property of Kiehm Construction Inc. and are protected under copyright law. Reproduction and or Distribution of the illustrations or working drawings by any means is strictly prohibited. Although we make every effort to ensure the accuracy of our plan information, we reserve the right to make corrections on our plans if changes occur. PREVIOUS REVISION DATES: PLAN REVISIONS As indicated A4 Building SectionsProject NumberEagan Self-Storage9-24-18 P R O J E C T S T A T U S Eagan, MN9-17-18 • 9-6-18 • 8-29-18 • 8-20-18 • 7-25-18 • 7-11-18 • 5-30-18 • 5-14-18 • 5-10-18 • 5-3-18 • 4-24-18 • 3-21-18 3/16" = 1'-0"A4 1 Typical Cross Section 1" = 10'-0"A4 2 Typical Section at Drive-Thru Lane 1/4" = 1'-0"A4 3 Section at Owners Units Finished Floor 0' -0" Eave Height 21' -0" Upper Level 13' -2" OLMN 400S200-548' - 1"4' - 8"400S200-546' - 1"6' - 8"400S200-544' - 1"8' - 8"A 24 GA STANDING SEAM ROOF, 3" EPS INSULATION, 2" ISO INSULATION, & 3/4" LINER PANEL METAL PURLIN, TYP.362S200-548' - 2"362S200-548' - 0 3/4"362S200-547' - 11 1/2"362S200-547' - 10 1/4"7' - 10"LINER PANEL Finished Floor 0' -0" Eave Height 21' -0" Upper Level 13' -2" O LMN 7' - 10"362S200-547' - 10 1/4"362S200-547' - 11 1/2"362S200-548' - 2"400S200-546' - 1"6' - 8"362S200-548' - 0 1/2"5"400S200-548' - 1"4' - 8"400S200-5410' - 1"2' - 8"24 GA STANDING SEAM ROOF, 3" EPS INSULATION, 2" ISO INSULATION, & 3/4" LINER PANEL LINER PANEL A Finished Floor 0' -0" 1 3" COMPOSITE FOAM PANEL 1 1/2" X 1'-3 1/2" NOTCH 400S200-54 STUD WALL Finished Floor 0' -0" Upper Level 13' -2" 1 1 1/2" NOTCH IN FLOOR FOR SLIDING DOOR 1 1/2" X 8" NOTCH FOR FOAM PANEL 3" COMPOSITE FOAM PANEL 400S200-54 STUD WALL 8CDJ68 1' - 0" 7"5" 4"3"2' - 8"Eave Height 21' -0" Upper Level 13' -2" O 24 GA STANDING SEAM ROOF, 3" EPS INSULATION, 2" ISO INSULATION, & 3/4" LINER PANEL 12" POURED CONCRETE 400S200-54 3" COMPOSITE FOAM PANEL 362S200-54 2' - 6"1 1/2" X 6 1/2" NOTCH Finished Floor 0' -0"3' - 6"2' - 0" Rent 102 Office 101 3 5/8" WALL WITH (1) LAYER 5/8" GYP. BOTH SIDES Finished Floor 0' -0" Eave Height 21' -0" Upper Level 13' -2" A D Lower Level -10' -0"6' - 8 11/16"24 GA STANDING SEAM ROOF, 3" EPS INSULATION, 2" ISO INSULATION, & 3/4" LINER PANEL STEEL PURLIN, TYP. 12" CONCRETE MASONRY WALL 8" CONCRETE MASONRY WALL 1 1/2"7' - 7 1/4"Eave Height 21' -0" Upper Level 13' -2" O 24 GA STANDING SEAM ROOF, 3" EPS INSULATION, 2" ISO INSULATION, & 3/4" LINER PANEL 1 1/2" X 3 1/2" NOTCH FOR FOAM PANELBELOW F.F.6"362T200 12" PRECAST 3" COMPOSITE FOAM PANEL METAL PURLIN 7' - 6"4' - 0" 6' - 8"4' - 0"Finished Floor 0' -0" 1 3" COMPOSITE FOAM PANEL 1 1/2" X 1'-3 1/2" NOTCH 400S200-54 STUD WALL JAMB ROLL UP DOOR DOOR POCKET 8"STEP3/4"SLOPE3/4"1 L 12" PRECAST PANEL 3" COMPOSITE FOAM PANEL 1/2" REVEAL 1 1/2" NOTCH IN FLOOR FOR SLIDING DOOR 400S200-54 STUD WALL 8" SLIDING DOOR POCKET 1' - 0" 5"7" 3"4" ACCESSIBLE SIGN SLIDE LATCH W/ GRASPABLE HANDLE MIN.1' - 3"MAX4' - 0"5' - 0" ACCESSIBLE ACCESSIBLE SIGN LOOPED PULL ROPE MIN.1' - 3"MAX4' - 0"5' - 0" ACCESSIBLE 4 5 D TOP BLOCK TO BE REMOVED FOR BEAM. PLATE WELDED TO COLUMN, FOR BEAM TO BEAR TO Finished Floor 0' -0" Upper Level 13' -2" 4 5 TOP BLOCK NEEDS TO BE REMOVED FOR BEAM TO BEAR ON BEAM BEARS ON PLATE WELDED TO COLUMN 105B Scale Project # Date Kiehm Construction Inc. 8415 220th Street W Lakeville, MN 55044 Office:(952)469-5600 Fax(952)469-1240 www.kcibuilds.com All rights reserved. All plans and illustrations are the exclusive property of Kiehm Construction Inc. and are protected under copyright law. Reproduction and or Distribution of the illustrations or working drawings by any means is strictly prohibited. Although we make every effort to ensure the accuracy of our plan information, we reserve the right to make corrections on our plans if changes occur. PREVIOUS REVISION DATES: PLAN REVISIONS As indicated A5 Building SectionsProject NumberEagan Self-Storage9-24-18 P R O J E C T S T A T U S Eagan, MN9-17-18 • 9-6-18 • 8-29-18 • 8-20-18 • 7-25-18 • 7-11-18 • 5-30-18 • 5-14-18 • 5-10-18 • 5-3-18 • 4-24-18 • 3-21-18 1/4" = 1'-0"A5 1 Section At East Pocket Wall 1/4" = 1'-0"A5 2 Section At West Pocket Wall 1/2" = 1'-0"A5 3 Section at Door Pocket 1/2" = 1'-0"A5 4 Section at Door Pocket & Retaining Wall 1/2" = 1'-0"A5 5 Section at Foam Panel & Retaining Wall 1/2" = 1'-0"A5 6 Section at Rent Counter 1/4" = 1'-0"A5 7 Section at Stairway 1/2" = 1'-0"A5 8 Section at Upper Floor Notch Window Type A Window Type B 1/2" = 1'-0"A5 9 Section at Drive Thru Lane 3/4" = 1'-0"A5 10 First Floor Plan - Enlarged Door Pocket 3/8" = 1'-0"A5 11 Front Elevation - ADA Closed Unit 3/8" = 1'-0"A5 12 Front Elevation - ADA Open Unit 1/2" = 1'-0"A5 13 Beam Connection At Stairway 1/4" = 1'-0"A5 14 Section at Beam To Stair Walls 173'173' 162'138' EXIT ACCESS TRAVEL DISTANCE ALLOWABLE = 250' (W/ SPRINKLERS) THE COMMON PATH OF TRAVEL DOES NOT EXCEED 30' THIS FLOOR S1 OCCUPANT LOAD FACTOR = 500 WAREHOUSE 31,950 S.F. GROSS AREA 64 OCCUPANTS 100 (OFFICE) 600 S.F. GROSS AREA 6 OCCUPANTS 1 HR. RATED EXIT STAIR THERE ARE NO REQUIRED FIRE RATED EXIT CORRIDORS THIS FLOOR FIRST FLOOR EXIT ACCESS PLAN BLDG. EXIT BLDG. EXIT 32" CLEAR WIDTH 32" CLEAR WIDTH BLDG. EXIT 2 BLDG. EXITS 32" CLEAR WIDTH 32" CLEAR WIDTH B OCCUP. LOAD FACTOR = VEHICLE EXIT 14' CLEAR WIDTH VEHICLE EXIT 14' CLEAR WIDTH VEHICLE EXIT 14' CLEAR WIDTH VEHICLE EXIT 14' CLEAR WIDTH 221' 221' EXIT ACCESS TRAVEL DISTANCE ALLOWABLE = 250' (W/ SPRINKLERS) THE COMMON PATH OF TRAVEL DOES NOT EXCEED 30' THIS FLOOR MOST REMOTE POINT S1 OCCUPANT LOAD FACTOR = 500 WAREHOUSE 31,947 S.F. GROSS AREA 64 OCCUPANTS B OCCUPANT LOAD FACTOR = 100 (OFFICE) 600 S.F. GROSS AREA 6 OCCUPANTS 1 HR. RATED EXIT STAIR THERE ARE NO REQUIRED FIRE RATED EXIT CORRIDORS THIS FLOOR SECOND FLOOR EXIT ACCESS PLAN BLDG. EXIT 32" CLEAR WIDTH 2 3 4 5 6 7 8 9 101 11 12 Scale Project # Date Kiehm Construction Inc. 8415 220th Street W Lakeville, MN 55044 Office:(952)469-5600 Fax(952)469-1240 www.kcibuilds.com All rights reserved. All plans and illustrations are the exclusive property of Kiehm Construction Inc. and are protected under copyright law. Reproduction and or Distribution of the illustrations or working drawings by any means is strictly prohibited. Although we make every effort to ensure the accuracy of our plan information, we reserve the right to make corrections on our plans if changes occur. PREVIOUS REVISION DATES: PLAN REVISIONS 1" = 20'-0" A6 Exit Access PlansProject NumberEagan Self-Storage9-24-18 P R O J E C T S T A T U S Eagan, MN9-17-18 • 9-6-18 • 8-29-18 • 8-20-18 • 7-25-18 • 7-11-18 • 5-30-18 • 5-14-18 • 5-10-18 • 5-3-18 • 4-24-18 • 3-21-18 1" = 20'-0"A6 1 1st Floor Exit Access Plan 1" = 20'-0"A6 2 2nd Floor Exit Access Plan 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 A A B B C C D D E E O O F F G G H H I I J J K K L L M M N N1/4" / 12"1/4" / 12"ROOFING SYSTEM 3/4" 29 GA. PERFORATED LINER PANEL 3" ISO RIGID INSULATION 3" EPS RIGID INSULATION 2" "J" LEG STANDING SEAM ROOF PANEL 250' - 0" 10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0" 10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0" 250' - 0"10' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"20' - 0"5' - 0"20' - 0"5' - 0"15' - 0"10' - 0"5' - 0"16' - 0"131' - 0"10' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"20' - 0"5' - 0"20' - 0"5' - 0"15' - 0"10' - 0"5' - 0"16' - 0"131' - 0"2 A7 Sim 3 A7 Sim 2 A7 Sim 4 A7 Sim 3 A7 Sim 24 GA GUTTER TYPICAL GUTTER HANGER STANDING SEAM ROOF 3" EPS RIGID INSULATION 3" ISO RIGID INSULATION 3/4" 29 GA LINER PANEL COMPOSITE FOAM WALL PANEL TYPICAL METAL BUILDING EAVE STRUT, REFER TO PEMB PLANS TYPICAL METAL BUILDING RIGID FRAME, REFER TO PEMB PLANS 24 GA GUTTER BACKER NOTE: FASTENERS SHOWN ARE 7/8" STITCH SCREWS TYPICAL GUTTER ANGLE TYPICAL METAL BUILDING PURLIN, REFER TO PEMB PLANS STANDING SEAM ROOF PANEL 3" EPS RIGID INSULATION 3" ISO RIGID INSULATION 3/4" 29 GA LINER PANEL COMPOSITE FOAM WALL PANEL 24 GA RAKE TRIM NOTE: FASTENERS SHOWN ARE 7/8" STITCH SCREWS 24 GA GUTTER TYPICAL GUTTER HANGER STANDING SEAM ROOF 3" EPS RIGID INSULATION 2" ISO RIGID INSULATION 3/4" 29 GA LINER PANEL COMPOSITE FOAM WALL PANEL TYPICAL METAL BUILDING EAVE STRUT, REFER TO PEMB PLANS TYPICAL METAL BUILDING RIGID FRAME, REFER TO PEMB PLANS 24 GA GUTTER BACKER TYPICAL GUTTER ANGLE VERIFY OVERHANG DIMENSION 24 GA FASCIA TRIM 24 GA WHITE (VEFIFY COLOR) SOFFIT EAVE STRUT, TYP EAVE STRUT COVER PRE-ENGINEERED METAL BEAM, REFER TO PEMB PLANS 24 GA SOFFIT J TRIM Scale Project # Date Kiehm Construction Inc. 8415 220th Street W Lakeville, MN 55044 Office:(952)469-5600 Fax(952)469-1240 www.kcibuilds.com All rights reserved. All plans and illustrations are the exclusive property of Kiehm Construction Inc. and are protected under copyright law. Reproduction and or Distribution of the illustrations or working drawings by any means is strictly prohibited. Although we make every effort to ensure the accuracy of our plan information, we reserve the right to make corrections on our plans if changes occur. PREVIOUS REVISION DATES: PLAN REVISIONS As indicated A7 Roof PlanProject NumberEagan Self-Storage9-24-18 P R O J E C T S T A T U S Eagan, MN9-17-18 • 9-6-18 • 8-29-18 • 8-20-18 • 7-25-18 • 7-11-18 • 5-30-18 • 5-14-18 • 5-10-18 • 5-3-18 • 4-24-18 • 3-21-18 3" = 1'-0"A7 2 Gutter Detail 3" = 1'-0"A7 3 Roof Detail - Rake Trim Detail 3" = 1'-0"A7 4 Typical Detail - Gutter Detail W/ Overhang Finished Floor 0' -0" Eave Height 21' -0" Upper Level 13' -2" 1234567891011121314151617181920212223242526 Lower Level -10' -0" 250' - 0" 35' - 0"35' - 0"67' - 6"15' - 6"36' - 0"41' - 0" Finished Floor 0' -0" Eave Height 21' -0" Upper Level 13' -2" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 #206 8'-0" X 7'-0" OHD 204 40' - 0"40' - 0"50' - 0"40' - 0"40' - 0"40' - 0" 250' - 0" Scale Project # Date Kiehm Construction Inc. 8415 220th Street W Lakeville, MN 55044 Office:(952)469-5600 Fax(952)469-1240 www.kcibuilds.com All rights reserved. All plans and illustrations are the exclusive property of Kiehm Construction Inc. and are protected under copyright law. Reproduction and or Distribution of the illustrations or working drawings by any means is strictly prohibited. Although we make every effort to ensure the accuracy of our plan information, we reserve the right to make corrections on our plans if changes occur. PREVIOUS REVISION DATES: PLAN REVISIONS 1/8" = 1'-0" A8 Downspout LayoutProject NumberEagan Self-Storage9-24-18 P R O J E C T S T A T U S Eagan, MN9-17-18 • 9-6-18 • 8-29-18 • 8-20-18 • 7-25-18 • 7-11-18 • 5-30-18 • 5-14-18 • 5-10-18 • 5-3-18 • 4-24-18 • 3-21-18 1/8" = 1'-0"A8 1 North Elevation Downspout Layout 1/8" = 1'-0"A8 2 South Elevation Downspout Layout Agenda Information Memo October 16, 2018 Eagan City Council Meeting PUBLIC HEARING B. Project 1245, Quarry Road Final Assessment Hearing Action To Be Considered: To close the public hearing and approve the Final Assessment Roll for Project 1245 (Quarry Road) and authorize its certification to Dakota County for collection . Facts:  Project 1245 provided for the new construction of approximately 660 feet of Quarry Road, from the east end of United Properties development (Quarry Addition) to Coachman Road, as outlined and discussed in the feasibility report and approved by the City Council at the public hearing held on July 5, 2017.  The Final Assessment Roll was presented to the City Council on September 17, 2018, with a public hearing scheduled for October 16 to formally present the final costs associated with this public improvement to the affected benefitting properties.  The final assessments are based upon the City of Eagan’s current Special Assessment Policy, and an independent benefit appraisal, for all such assessable properties, as presented at the public hearing held on July 5, 2017.  All notices have been published in the legal newspaper and sent to the affected property owners informing them of this public hearing. An informational meeting was held on October 11 to address all property owners’ questions or concerns and provide any additional information of interest. Staff met with the board of Gramercy Park Senior Cooperative, the only assessable property for said project. The board plans to pay off the assessment in its entirety after the close of the public hearing. Attachments (1) PHB-1 Final Assessment Roll WSB Project:Quarry Road Extension Project Project Location:City of Eagan WSB Project No.:1380-280 Date:Revised 11/30/2017 MapID PIN PROPERTY ADDRESS OWNER OWNER ADDRESS FLOOR PLAN UNIT SQ FT BEDROOMS/BATHS ASSESSMENT 1 10-30700-02-119 1669 YANKEE DOODLE ROAD #119, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Aspen 683 1/1 $1,978.26 2 10-30700-02-221 1669 YANKEE DOODLE ROAD #221, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Aspen 683 1/1 $1,978.26 3 10-30700-02-323 1669 YANKEE DOODLE ROAD #323, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Aspen 683 1/1 $1,978.26 4 10-30700-02-103 1669 YANKEE DOODLE ROAD #103, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Sycamore 915 1/1 $1,978.26 5 10-30700-02-104 1669 YANKEE DOODLE ROAD #104, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Sycamore 915 1/1 $1,978.26 6 10-30700-02-203 1669 YANKEE DOODLE ROAD #203, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Sycamore 915 1/1 $1,978.26 7 10-30700-02-204 1669 YANKEE DOODLE ROAD #204, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Sycamore 915 1/1 $1,978.26 8 10-30700-02-303 1669 YANKEE DOODLE ROAD #303, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Sycamore 915 1/1 $1,978.26 9 10-30700-02-304 1669 YANKEE DOODLE ROAD #304, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Sycamore 915 1/1 $1,978.26 10 10-30700-02-106 1669 YANKEE DOODLE ROAD #106, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 11 10-30700-02-109 1669 YANKEE DOODLE ROAD #109, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 12 10-30700-02-113 1669 YANKEE DOODLE ROAD #113, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 13 10-30700-02-115 1669 YANKEE DOODLE ROAD #115, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 14 10-30700-02-116 1669 YANKEE DOODLE ROAD #116, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 15 10-30700-02-118 1669 YANKEE DOODLE ROAD #118, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 16 10-30700-02-206 1669 YANKEE DOODLE ROAD #206, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 17 10-30700-02-209 1669 YANKEE DOODLE ROAD #209, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 18 10-30700-02-215 1669 YANKEE DOODLE ROAD #215, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 19 10-30700-02-217 1669 YANKEE DOODLE ROAD #217, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 20 10-30700-02-218 1669 YANKEE DOODLE ROAD #218, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 21 10-30700-02-220 1669 YANKEE DOODLE ROAD #220, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 22 10-30700-02-306 1669 YANKEE DOODLE ROAD #306, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 23 10-30700-02-309 1669 YANKEE DOODLE ROAD #309, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 24 10-30700-02-317 1669 YANKEE DOODLE ROAD #317, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 25 10-30700-02-319 1669 YANKEE DOODLE ROAD #319, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 26 10-30700-02-320 1669 YANKEE DOODLE ROAD #320, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 27 10-30700-02-322 1669 YANKEE DOODLE ROAD #322, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Cypress 992 2/1.5 $1,978.26 28 10-30700-02-101 1669 YANKEE DOODLE ROAD #101, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Laurel 1,064 2/2 $1,978.26 29 10-30700-02-102 1669 YANKEE DOODLE ROAD #102, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Laurel 1,064 2/2 $1,978.26 30 10-30700-02-120 1669 YANKEE DOODLE ROAD #120, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Laurel 1,064 2/2 $1,978.26 31 10-30700-02-201 1669 YANKEE DOODLE ROAD #201, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Laurel 1,064 2/2 $1,978.26 32 10-30700-02-202 1669 YANKEE DOODLE ROAD #202, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Laurel 1,064 2/2 $1,978.26 33 10-30700-02-222 1669 YANKEE DOODLE ROAD #222, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Laurel 1,064 2/2 $1,978.26 34 10-30700-02-301 1669 YANKEE DOODLE ROAD #301, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Laurel 1,064 2/2 $1,978.26 35 10-30700-02-302 1669 YANKEE DOODLE ROAD #302, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Laurel 1,064 2/2 $1,978.26 36 10-30700-02-324 1669 YANKEE DOODLE ROAD #324, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Laurel 1,064 2/2 $1,978.26 37 10-30700-02-211 1669 YANKEE DOODLE ROAD #211, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Hawthorne 1,100 2/2 $1,978.26 38 10-30700-02-212 1669 YANKEE DOODLE ROAD #212, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Hawthorne 1,100 2/2 $1,978.26 Final Assessment Roll WSB Project:Quarry Road Extension Project Project Location:City of Eagan WSB Project No.:1380-280 Date:Revised 11/30/2017 MapID PIN PROPERTY ADDRESS OWNER OWNER ADDRESS FLOOR PLAN UNIT SQ FT BEDROOMS/BATHS ASSESSMENT 39 10-30700-02-311 1669 YANKEE DOODLE ROAD #311, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Hawthorne 1,100 2/2 $1,978.26 40 10-30700-02-312 1669 YANKEE DOODLE ROAD #312, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Hawthorne 1,100 2/2 $1,978.26 41 10-30700-02-313 1669 YANKEE DOODLE ROAD #313, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Hawthorne 1,100 2/2 $1,978.26 42 10-30700-02-314 1669 YANKEE DOODLE ROAD #314, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Hawthorne 1,100 2/2 $1,978.26 43 10-30700-02-105 1669 YANKEE DOODLE ROAD #105, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Hickory 1,203 2/2 $1,978.26 44 10-30700-02-205 1669 YANKEE DOODLE ROAD #205, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Hickory 1,203 2/2 $1,978.26 45 10-30700-02-305 1669 YANKEE DOODLE ROAD #305, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Hickory 1,203 2/2 $1,978.26 46 10-30700-02-107 1669 YANKEE DOODLE ROAD #107, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Willow 1,237 2/2 $1,978.26 47 10-30700-02-110 1669 YANKEE DOODLE ROAD #110, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Willow 1,237 2/2 $1,978.26 48 10-30700-02-111 1669 YANKEE DOODLE ROAD #111, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Willow 1,237 2/2 $1,978.26 49 10-30700-02-114 1669 YANKEE DOODLE ROAD #114, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Willow 1,237 2/2 $1,978.26 50 10-30700-02-207 1669 YANKEE DOODLE ROAD #207, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Willow 1,237 2/2 $1,978.26 51 10-30700-02-210 1669 YANKEE DOODLE ROAD #210, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Willow 1,237 2/2 $1,978.26 52 10-30700-02-213 1669 YANKEE DOODLE ROAD #213, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Willow 1,237 2/2 $1,978.26 53 10-30700-02-216 1669 YANKEE DOODLE ROAD #216, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Willow 1,237 2/2 $1,978.26 54 10-30700-02-307 1669 YANKEE DOODLE ROAD #307, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Willow 1,237 2/2 $1,978.26 55 10-30700-02-310 1669 YANKEE DOODLE ROAD #310, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Willow 1,237 2/2 $1,978.26 56 10-30700-02-315 1669 YANKEE DOODLE ROAD #315, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Willow 1,237 2/2 $1,978.26 57 10-30700-02-318 1669 YANKEE DOODLE ROAD #318, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Willow 1,237 2/2 $1,978.26 58 10-30700-02-117 1669 YANKEE DOODLE ROAD #117, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Rose 1,546 2/2 $1,978.26 59 10-30700-02-219 1669 YANKEE DOODLE ROAD #219, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Rose 1,546 2/2 $1,978.26 60 10-30700-02-321 1669 YANKEE DOODLE ROAD #321, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Rose 1,546 2/2 $1,978.26 61 10-30700-02-108 1669 YANKEE DOODLE ROAD #108, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Lily 1,708 2/2 $1,978.26 62 10-30700-02-112 1669 YANKEE DOODLE ROAD #112, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Lily 1,708 2/2 $1,978.26 63 10-30700-02-208 1669 YANKEE DOODLE ROAD #208, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Lily 1,708 2/2 $1,978.26 64 10-30700-02-214 1669 YANKEE DOODLE ROAD #214, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Lily 1,708 2/2 $1,978.26 65 10-30700-02-308 1669 YANKEE DOODLE ROAD #308, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Lily 1,708 2/2 $1,978.26 66 10-30700-02-316 1669 YANKEE DOODLE ROAD #316, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Lily 1,708 2/2 $1,978.26 67 10-30700-02-121 1669 YANKEE DOODLE ROAD #121, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Oak 1,778 3/2 $1,978.26 68 10-30700-02-223 1669 YANKEE DOODLE ROAD #223, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Oak 1,778 3/2 $1,978.26 69 10-30700-02-325 1669 YANKEE DOODLE ROAD #325, EAGAN MN 55121 GRAMERCY PARK COOPERATIVE 1669 YANKEE DOODLE ROAD, EAGAN MN 55121 Oak 1,778 3/2 $1,978.26 $136,499.94TOTAL: Agenda Information Memo October 16, 2018 Eagan City Council Meeting PUBLIC HEARING C. Project 1258, Galaxie Avenue – Street Improvements Final Assessment Hearing Action To Be Considered: To close the public hearing and approve the Final Assessments for Project 1258 (Galaxie Avenue) and authorize its certification to Dakota County for collection . Facts:  Project 1258 provided for approximately 3,600 feet of street overlay on Galaxie Avenue, a collector street in southwest Eagan, as part of Contract 18-01.  The Final Assessment Roll was presented to the City Council on September 17, 2018, with a public hearing scheduled for October 16 to formally present the final costs associated with this public improvement to the affected benefitting properties.  The final assessments for the assessable properties are approximately 30% less than the estimate contained in the feasibility report presented at the public hearing held on December 5, 2017.  All notices have been published in the legal newspaper and sent to the a ffected property owners informing them of this public hearing. An informational meeting was held on October 8 to address all property owners’ questions or concerns and provide any additional information of interest. Of the 11 properties being assessed, no one attended the meeting and no objections have been received to date. Attachments (1) PHC-1 Final Assessment Report Number: Name: PROJECT 1258 Galaxie Avenue STREET Surf./Signs - Low Dens Res STREET Surf./Signs - Comm Park STREET Surf./Signs - Direct Access FINAL ASSESSMENT REPORT PUBLIC HEARING DATES Assessment: Project Approval: Final Variance Feasibility Rate Number Parcels Terms Rate Assessed Report Financed $ 581.00 $ 980.00 $ 12.49 $ 21.00 $ 16.63 $ 86.00 October 16, 2018 December 5, 2017 Units Lot Eq F. F. F. F. Contract Number of Interest Amount Variance City Variance Number Parcels Terms Rate Assessed Actual to FR Financed Actual to FR 18-01 11 5/10 yrs 4.5% $ 38,976.84 $ (31,623.16) $ 187,611.79 $ (81,188.21) $ 70,600.00 FR -44.8% $ 268,800.00 FR -30.2% A To: Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: September 17, 2018 Subject: Final Assessment Roll, Project 1258 Galaxie Avenue Memo At the public hearing on Dec 05, 2017, the City Council ordered Project 1258. In accordance with the feasibility report, the following improvements were constructed: bituminous mi'I & overlay paving, and concrete curb & gutter repair for the Galaxie Avenue project. In accordance with the City Special Assessment Poilcy and the feasibility report, it was proposed to assess the bituminous mill & overlay paving improvements to the benefiting residential properties. The Improve,ments were completed under Contract 18-01. The following information was used in the preparation of the assessment roll for Project 1258. PRCJECt- COST The total construction cost for this project is $192,230.27. This includes $191,824.21 paid to the contractors for the construction of the Improvements. Traffic and street signage was installed at a cost of $406.06. Other costs including engineering, design, contract management, inspections, financing, legal, bonding, administration, and other totaling $3+,358.36 were incurred, resulting in a total improvement and project cost of $226,588.63. The detail of these other costs is provided on Schedule I. These other costs are allocated to the improvements constructed in order to determine the cost of each improvement and the assessment rate. ASSESSMENTS Trunk Assessments No trunk assessments for utilities were proposed in the feasibility report, therefore none are proposed in this assessment roll. Street Improvement Costs No street or signage improvements were proposed in the feasibility report, therefore, none are proposed in this assessment roll. CONSTRUCTION OTHER IMPROVEMENT FEASIBILITY IMPROVEMENT COST COSTS COST REPORT Bituminous Mill & Overlay - Galaxie Avenue 112,339.80 20,079.10 132,418.90 222,700.00 Concrete curb & gutter repairs 74,062.47 13,237.59 87,300.06 106,900.00 Utility Improvements 5,828.00 1,041.67 6,869.67 9,800.00 192,230.27 34,358.36 226,588.63 339,400.00 ASSESSMENTS Trunk Assessments No trunk assessments for utilities were proposed in the feasibility report, therefore none are proposed in this assessment roll. Street Improvement Costs No street or signage improvements were proposed in the feasibility report, therefore, none are proposed in this assessment roll. Residential Lots Improvements: The City's Assessment Policy states that 50% of the Bituminous Mill & Overlay - Galaxie Avenue costs are assessable for Residential Lots properties. This assessment rate is based or. a normai residential street width of 32 feet. The average street width for the project area be€ng assessed €s 44 feet. Therefore, the amount assessed must be adjusted to reflect this difference. This project includes a 10% Early Deterioration credit (5% per year), and a 75% thickness credit. A 72.7% street width credit (32'/44') is also provided. Therefore, only 68% of the costs for this project are assessable. The improvement and assessment rate for the Residential Lots properties is computed as follows: % Residential Lots = 1,021.0 F.F. / 7,152.0 F.F = 14.3% $132,418.90 (Bituminous Mill & Overlay - Galaxie Avenue Cast) x 14.3% x 50% x 67.5% x 32.0 / 44.0 = $4,648.00 $4,648.00 = $581.00 / Unit 8 Units Community Park Improvements: The City's Assessment Policy states that 75% of the Bituminous M€il & Overlay - Galaxie Avenue costs are assessable for Community Park properties.This project includes a 10% Early Deterioration cred€t (5% per year). Therefore, only 90% of the costs for this project are assessable. The improvement and assessment rate for the Community Park properties Is computed as follows: %Community Park = 2,634.0 F.F. / 7,152.0 F.F = 36.8% $132,418.90 (Bituminous Mill & Overlay - Galaxie Avenue Cost) x 36.8% x 75% x 90.0% = $32,898.66 $32,898.66 = $12.49 / Front Foot 2634 Front Feet Comme rcla [/Industrial Lots Improvements: The City's Assessment Policy states that 100% of the Bituminous Mill & Overlay - Galax€e Avenue costs are assessable for Commercial/Industrial Lots properties.This project includes a 10% Early Deterioration credit (5% per year). Therefore, only 90% of the costs for this project are assessabie. The improvement and assessment rate for the Commercial/Industr€al Lots properties is computed as follows: % Commercial/industrial Lots = 86.0 F.F. / 7,152.0 F.F = 1.20% $132,418.90 (Bituminous Mill & Overlay - Galaxie Avenue Cost) x 1.20% x 90.0% = $1,430.18 $1,430.18 = $16.63 /Front Foot 86 Front Feet The remaining frontage within the project area (47.70%) is either sideyard or backyard property with no driveway access, or not covered by assessment agreement, and therefore not assessable under the City's Assessment Policy. ASSESSMENT TERMS: The assessments are proposed for a term of 5 years for residential properties, and 10 years for non-residential properties. The interest rate is 4.5% per annum on the unpaid balance. CITY REVENUES (RESPONSIBILITY) IMPROVEMENT ASSESSMENT CITY IMPROVEMENT COST Bituminous Mill & Overlay - Galaxie Avenue 132,418.90 Concrete curb & gutter repairs 87,300.06 Utility Improvements 6,869.67 CITE' FUND RESPONSIBILITY 187,611.79 Major Street Fund: $180,742.12 Public Utilities: $6,869.67 )44" Aaron Nel n, P.E. Reviewed 2R2�__ 7`` Lk Public rks Department '?// � �-// 6 Date c: Russ Matthys, Director of Public Works Mike Dougherty, City Attourney Alexandra O'Leary, Accountant 1 REVENUE RESPONSIBILITY 38,976.84 226,588.63 38,976.84 93,442.06 87,300.06 6,869.67 187,611.79 Finance rtment V Date Agenda Information Memo October 16, 2018 Eagan City Council Meeting PUBLIC HEARING D. Project 1259, Heine 1st Addition – Street Improvements Final Assessment Hearing Action To Be Considered: To close the public hearing and approve the Final Assessments for Project 1259 (Heine 1st Addition – Street Improvements) and authorize its certification to Dakota County for collection . Facts:  Project 1259 provided for approximately 760 feet of street overlay on Heine Strasse, a residential cul-de-sac, located in the Heine 1st Addition, in south central Eagan, as part of Contract 18-01.  The Final Assessment Roll was presented to the City Council on September 17, 2018, with a public hearing scheduled for October 16 to formally present the final costs associated with this public improvement to the affected benefitting properties.  The final assessments for the assessable properties are approximately 42% less than the estimate contained in the feasibility report presented at the public hearing held on December 5, 2017.  All notices have been published in the legal newspaper and sent to the affected property owners informing them of this public hearing. An informational meeting was held on October 8 to address all property owners’ questions or concerns and provide any additional information of interest. Of the 14 properties being assessed, no one attended the meeting and no objections have been received to date. Attachments (1) PHD-1 Final Assessment Report Number: Name: FINAL ASSESSMENT REPORT PROJECT 1259 Heine 1st Addition STREET Surf./Signs - Low Dens Res PUBLIC HEARING DATES Assessment: October 16, 2018 Project Approval: Final Feasibility Rate Report $ 822.66 $ 1,325.00 Contract Number of Interest Amount Number Parcels Terms Rate Assessed 18-01 14 5 yrs 4.5% $ 11,517.24 $ 18,600.00 FR December 5, 2017 Units Lot Eq Variance City Actual to FR Financed $ (7,082.76) $ 39,753.67 -38.1% $ 68,700.00 FR Variance Actual to FR $ (28,946.33) -42.1% To: Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: September 17, 2018 Subject: Final Assessment Roll, Project 1259 Heine 1st Addition At the public hearing on Dec 05, 2017, the City Council ordered Project 1259. In accordance with the feasibility report, the following improvements were constructed: bituminous mill & overlay paving, and concrete curb & gutter repair for the Heine 1st Addition project. In accordance with the City Special Assessment Policy and the feasibility report, it was proposed to assess the bituminous mill & overlay paving improvements to the benefiting residential properties. The improvements were completed under Contract 18-01. The following information was used in the preparation of the assessment roll for Project 1259. PROJECT COST The total construction cost for this project is $39,958.88. This includes $39,911.70 paid to the contractors for the construction of the improvements. Traffic and street signage was installed at a cost of $47.18. Other costs including engineering, design, contract management, inspections, financing, legal, bonding, administration, and other totaling $11,312.03 were incurred, resulting in a total improvement and project cost of $51,270.91. These other costs are allocated to the improvements constructed in order to determine the cost of each improvement and the assessment rate. IMPROVEMENT Mill & Overlay - Heine 1st Addition Concrete curb & gutter repairs Utility Improvements ASSESSMENTS Trunk Assessments CONSTRUCTION COST OTHER IMPROVEMENT FEASIBILITY COSTS COST REPORT 21,733.96 6,152.71 12,666.92 3,585.90 5,558.00 1,573.42 27,886.67 44,900.00 16,252.82 34,900.00 7,131.42 7,500.00 39,958.88 11,312.03 51,270.91 87, 300.00 No trunk assessments for utilities were proposed in the feasibility report, therefore none are proposed in this assessment roll. Street Improvement Costs The costs of the street overlay and street signage improvements were computed using the following unit prices and quantities: Low Density Residential Lots (R-1,2,3) Improvements: The City's Assessment Policy states that 50% of the Bituminous Mill & Overlay - Heine 1st Addition costs are assessable for Low Density Residential Lots (R-1,2,3) properties. The improvement and assessment rate for the Low Density Residential Lots (R-1,23) properties is computed as follows: Low Density Residential Lots (R-1,2,3) = 1,259.0 F.F. / 1,524.0 F.F = 82.6% $27,886.67 (Bituminous Mill & Overlay - Heine 1st Addition Cost) x 82.6% x 50% = $11,517.24 $11,517.24 = $822.66 / Unit 14 Units The remaining frontage within the project area (17.40%) is either sideyard or backyard property with no driveway access, or not covered by assessment agreement, and therefore not assessable under the City's Assessment Policy. ASSESSMENT TERMS: The assessments are proposed for a term of 5 years for residential properties. The interest rate is 4.5% per annum on the unpaid balance. CITY REVENUES (RESPONSIBILITY) IMPROVEMENT ASSESSMENT IMPROVEMENT COST Bituminous Mill & Overlay - Heine 1st Addition 27,886.67 Concrete curb & gutter repairs 16,252.82 Utility Improvements 7,131.42 51,270.91 CITY FUND RESPONSIBILITY 39,753.67 Major Street Fund: $32,622.25 Public Utilities: $7,131.42 Aar6n N1�0n, P.E. Reviewed V, kk--L, PubliL&orks Department q Ll 2/,6 Date c: Russ Matthys, Director of Public Works Mike Dougherty, City Attourney Alexandra O'Leary, Accountant I REVENUE CITY RESPONSIBILITY 11,517.24 16,369.43 - 16,252.82 7,131.42 11,517.24 39,753.67 ajmv%--� Financ partment Date Agenda Information Memo October 16, 2018 Eagan City Council Meeting PUBLIC HEARING E. Project 1264, Wescott Woodlands – Street Improvements Final Assessment Hearing Action To Be Considered: To close the public hearing and approve the Final Assessments for Project 1264 (Wescott Woodlands – Street Improvements) and authorize its certification to Dakota County for collection. Facts:  Project 1264 provided for approximately 1,900 feet of street overlay of Wescott Woodlands, a collector street, in eastern Eagan, as part of Contract 18-01.  The Final Assessment Roll was presented to the City Council on September 17, 2018, with a public hearing scheduled for October 16 to formally present the final costs associated with this public improvement to the affected benefitting properties.  The final assessments for the assessable properties are approximately 39.5% less than the estimate contained in the feasibility report presented at the public hearing held on January 16, 2018.  All notices have been published in the legal newspaper and sent to the affected property owners informing them of this public hearing. An informational meeting was held on October 8 to address all property owners’ questions or concerns and provide any additional information of interest. Of the 12 properties being assessed, no one attended the meeting and no objections have been received to date. Attachments (1) PHE-1 Final Assessment Report Number: Name: I_ FINAL ASSESSMENT REPORT PROJECT PUBLIC HEARING DATES 1264 Assessment: October 16, 2018 Wescott Woodlands Project Approval: January 16, 2018 STREET Surf./Signs - Low Dens Res STREET Surf./Signs - Low Dens Res STREET Surf./Signs - Direct Access Units Lot Eq Lot Eq F. F. Contract Number of Interest Amount Final City Feasibility Number Parcels Terms Rate Assessed Rate Financed Report 18-01 12 5/10 yrs 4.5% $ 12,525.74 $ (6,674.26) $ 62,335.85 $ 558.20 $ 860.00 $ 9.32 $ 14.25 $ 12.42 $ 19.00 Units Lot Eq Lot Eq F. F. Contract Number of Interest Amount Variance City Variance Number Parcels Terms Rate Assessed Actual to FR Financed Actual to FR 18-01 12 5/10 yrs 4.5% $ 12,525.74 $ (6,674.26) $ 62,335.85 $ (40,764.15) $ 19,200.00 FR -34.8% $ 103,100.00 FR -39.5% EAGAN To: Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: September 17, 2018 Subject: Final Assessment Roll, Project 1264 Wescott Woodlands At the public hearing on Jan 16, 2018, the City Council ordered Project 1264. In accordance with the feasibility report, the following improvements were constructed: bituminous mill & overlay paving, and concrete curb & gutter repair for the Wescott Woodlands project. In accordance with the City Special Assessment Policy and the feasibility report, it was proposed to assess the bituminous mill & overlay paving improvements to the benefiting residential properties. The improvements were completed under Contract 18-01. The following information was used in the preparation of the assessment roll for Project 1264. PROJECT COST The total construction cost for this project is $58,827.12. This includes $58,794.42 paid to the contractors for the construction of the improvements. Traffic and street signage was installed at a cost of $32.70. Other costs including engineering, design, contract management, inspections, financing, legal, bonding, administration, and other totaling $16,034.47 were incurred, resulting in a total improvement and project cost of $74,861.59. These other costs are allocated to the improvements constructed in order to determine the cost of each improvement and the assessment rate. CONSTRUCTION OTHER IMPROVEMENT COST COSTS Bituminous Mill & Overlay - Wescott Woodlands Concrete curb & gutter repairs 37,490.58 10,218.78 14,196.54 3,869.54 Utility Improvements 7,140.00 1,946.15 58,827.12 16,034.47 ASSESSMENTS Trunk Assessments IMPROVEMENT FEASIBILITY COST 47,709.36 18,066.08 9,086.15 REPORT 73,200.00 38,800.00 10,300.00 74,861.59 122,300.00 No trunk assessments for utilities were proposed in the feasibility report, therefore none are proposed in this assessment roll. Street Improvement Costs The costs of the street overlay and street signage improvements were computed using the following unit prices and quantities: Low Density Residential Lots (R-1,2,3) Improvements: The City's Assessment Policy states that 50% of the Bituminous Mill & Overlay - Wescott Woodlands costs are assessable for Low Density Residential Lots (R-1,2,3) properties. The improvement and assessment rate for the Low Density Residential Lots (R-1,2,3) properties is computed as follows: % Low Density Residential Lots (R-1,2,3) = 903.0 F.F. / 3,852.0 F.F = 23.4% $47,709.36 (Bituminous Mill & Overlay- Wescott Woodlands Cost) x 23.4% x 50% =$5,582.00 $5,582.00 = $558.20/ Unit 10 Units Public Facility Lots Improvements: The City's Assessment Policy states that 75% of the Bituminous Mill & Overlay - Wescott Woodlands costs are assessable for Public Facility Lots properties. The improvement and assessment rate for the Public Facility Lots properties is computed as follows: % Public Facility Lots = 192.0 F.F. / 3,852.0 F.F = 5.0% $47,709.36 (Bituminous Mill & Overlay -Wescott Woodlands Cost) x 5.0%x 75% =$1,789.44 $1,789.44 = $9.32 /Front Foot 192 Front Feet Commercial/Industrial Lots Improvements: The City's Assessment Policy states that 100% of the Bituminous Mill & Overlay - Wescott Woodlands costs are assessable for Commercial/Industrial Lots properties. The improvement and assessment rate for the Commercial/Industrial Lots properties is computed as follows: % Commercial/Industrial Lots = 415.0 F.F. / 3,852.0 F.F = 10.80% $47,709.36 (Bituminous Mill & Overlay - Wescott Woodlands Cost) x 10.80% = $5,154.30 $5,154.30 = $12.42 /Front Foot 415 Front Feet The remaining frontage within the project area (60.80%) is either sideyard or backyard property with no driveway access, or not covered by assessment agreement, and therefore not assessable under the City's Assessment Policy. ASSESSMENT TERMS: The assessments are proposed for a term of 5 years for residential properties, and 10 years for non-residential properties. The interest rate is 4.5% per annum on the unpaid balance. CITY REVENUES (RESPONSIBILITY) IMPROVEMENT ASSESSMENT CITY IMPROVEMENT COST REVENUE Bituminous Mill & Overlay - Wescott Woodlands 47,709.36 12,525.74 Concrete curb & gutter repairs 18,066.08 - Utility Improvements 9,086.15 - 74,861.59 12,525.74 RESPONSIBILITY 35,183.62 18,066.08 9,086.15 62,335.85 CITY FUND RESPONSIBILITY 62,335.85 Major Street Fund: $53,249.70 Public Utilities: $9,086.15 Aaron Nelso t1k.E. Reviewed Public WoWs Department Date c: Russ Matthys, Director of Public Works Mike Dougherty, City Attourney Alexandra O'Leary, Accountant Finance Dartment 9 4 (�X Date Agenda Information Memo October 16, 2018 Eagan City Council Meeting PUBLIC HEARING F. Project 1274, Rocky Lane – Street Improvements Final Assessment Hearing Action To Be Considered: To close the public hearing and approve the Final Assessments for Project 1274 (Rocky Lane – Street Improvements) and authorize its certification to Dakota County for collection . Facts:  Project 1274 provided for approximately 300 feet of street overlay on Rocky Lane, a residential street, in central Eagan, as part of Contract 18-01.  The Final Assessment Roll was presented to the City Council on September 17, 2018, with a public hearing scheduled for October 16 to formally present the final costs associated with this public improvement to the affected benefitting propertie s.  The final assessments for the assessable properties are approximately 17.5% less than the estimate contained in the feasibility report presented at the public hearing held on January 16, 2018.  All notices have been published in the legal newspaper and s ent to the affected property owners informing them of this public hearing. An informational meeting was held on October 8 to address all property owners’ questions or concerns and provide any additional information of interest. Of the 6 properties being assessed, no one attended the meeting and no objections have been received to date. Attachments (1) PHF-1 Final Assessment Report FINAL ASSESSMENT REPORT PROJECT Variance PUBLIC HEARING DATES Number: 1274 Number Parcels Terms Rate Assessed Assessment: October 16, 2018 I Name: Rocky Lane Project Approval: January 16, 2018 I 18-01 6 5 yrs 4.5% $ 6,843.10 Final Feasibility $ (2,502.12) $ 14,200.00 FR Rate Report Units STREET Surf./Signs - Low Dens Res $ 547.34 $ 1,135.00 Lot Eq STREET Surf./Signs - Direct Access $ 13.92 $ 29.00 F.F. Contract Number of Interest Amount Variance City Variance Number Parcels Terms Rate Assessed Actual to FR Financed Actual to FR 18-01 6 5 yrs 4.5% $ 6,843.10 $ (7,356.90) $ 11,797.88 $ (2,502.12) $ 14,200.00 FR -51.8% $ 14,300.00 FR -17.5% To: From: Date: Subject: Mayor and City Council Aaron Nelson, Assistant City Engineer September 17, 2018 Final Assessment Roll, Project 1274 Rocky Lane At the public hearing on Jan 16, 2018, the City Council ordered Project 1274. In accordance with the feasibility report, the following improvements were constructed: bituminous mill & overlay paving, and concrete curb & gutter repair for the Rocky Lane project. In accordance with the City Special Assessment Policy and the feasibility report, it was proposed to assess the bituminous mill & overlay paving improvements to the benefiting residential properties. The improvements were completed under Contract 18-01. The following information was used in the preparation of the assessment roll for Project 1274. PROJECT COST The total construction cost for this project is $9,992.09. This includes $9,939.77 paid to the contractors for the construction of the improvements. Traffic and street signage was installed at a cost of $52.32. Other costs including engineering, design, contract management, inspections, financing, legal, bonding, administration, and other totaling $8,648.89 were incurred, resulting in a total improvement and project cost of $18,640.98. These other costs are allocated to the improvements constructed in order to determine the cost of each improvement and the assessment rate. ASSESSMENTS Trunk Assessments No trunk assessments for utilities were proposed in the feasibility report, therefore none are proposed in this assessment roll. Street Improvement Costs The costs of the street overlay and street signage improvements were computed using the following unit prices and quantities: CONSTRUCTION OTHER IMPROVEMENT FEASIBILITY IMPROVEMENT COST COSTS COST REPORT Bituminous Mill & Overlay - Rocky Lane 5,867.85 5,079.06 10,946.91 22,700.00 Concrete curb & gutter repairs 2,974.24 2,574.42 5,548.66 4,400.00 Utility Improvements 1,150.00 995.41 2,145.41 1,400.00 9,992.09 8,648.89 18,640.98 28,500.00 ASSESSMENTS Trunk Assessments No trunk assessments for utilities were proposed in the feasibility report, therefore none are proposed in this assessment roll. Street Improvement Costs The costs of the street overlay and street signage improvements were computed using the following unit prices and quantities: Low Density Residential (Single Family) Improvements: The City's Assessment Policy states that 50% of the Bituminous Mill & Overlay - Rocky Lane costs are assessable for Low Density Residential (Single Family) properties. The improvement and assessment rate for the Low Density Residential (Single Family) properties is computed as follows: % Low Density Residential (Single Family) = 295.0 F.F. / 590.0 F.F = 50.0% $10,946.91 (Bituminous Mill & Overlay- Rocky Lane Cost) x 50.0% x 50% =$2,736.70 $2,736.70 = $547.34 /Unit 5 Units Public Facility Lots Improvements: The City's Assessment Policy states that 75% of the Bituminous Mill & Overlay - Rocky Lane costs are assessable for Public Facility Lots properties. The improvement and assessment rate for the Public Facility Lots properties is computed as follows: % Public Facility Lots = 295.0 F.F. / 590.0 F.F = 50.0% $10,946.91 (Bituminous Mill & Overlay- Rocky Lane Cost) x 50.0%x 75% =$4,106.40 $4,106.40 = $13.92 /Front Foot 295 Front Feet ASSESSMENT TERMS: The assessments are proposed for a term of 5 years for residential properties. The interest rate is 4.5% per annum on the unpaid balance. CITY REVENUES (RESPONSIBILITY) IMPROVEMENT ASSESSMENT CITY IMPROVEMENT COST REVENUE Bituminous Mill & Overlay - Rocky Lane 10,946.91 Concrete curb & gutter repairs 5,548.66 Utility Improvements 2,145.41 18,640.98 CITY FUND RESPONSIBILITY $11,797.88 Major Street Fund: $9,652.47 Public Utilities: $2,145.41 1 Aaron Nc on, P.E. 6,843.10 RESPONSIBILITY 4,103.81 5,548.66 2,145.41 6,843.10 11,797.88 Reviewed XV1. c- 4 Public ks Department Date Russ Matthys, Director of Public Works Mike Dougherty, City Attourney Alexandra O'Leary, Accountant I Financeexp tment /Ch -0h Date Agenda Information Memo October 16, 2018, Eagan City Council Meeting PUBLIC HEARING G. Approve Final Subdivision, Final Planned Development and Easement Vacations for Summerbrooke 2ND Addition – Hunter Homes, LLC Actions To Be Considered: To approve (or direct preparation of Findings of Fact for denial) a Final Subdivision (Summerbrooke 2nd Addition) of 6 acres to create 6 single-family lots for property located at 755 Diffley Road and parcels legally described as Lots 1 and 2, Block 2 and Lot 2, Block 3, SummerBrooke 1st Addition. To approve (or direct preparation of Findings of Fact for denial) a Final Planned Development) for the development of 2 additional single-family homes, for 5 acres upon property located at 755 Diffley Road. To approve the vacation of public drainage and utility easements on Lots 1 & 2, Block 2 and Lot 2, Block 3 Summberbrooke Addition, and a ponding and utility easement at 755 Diffley Road per Document No. 995954. Required Vote For Approval:  Majority of Councilmembers present Facts: Vacation  On September 5, 2018, City staff received a petition from Mr. Kurt Manley, the owner of Lots 1 and 2, Block 2 and Lot 2, Block 3 Summberbrooke Addition, and property at 755 Diffley Road, requesting the vacation of existing public drainage and utility easements and ponding easements within those parcels.  The easements requested to be vacated were originally dedicated with the original plats, at no cost to the City.  All necessary public drainage and utility easements and ponding easements on the properties will be dedicated as part of a new plat, Summberbrooke 2nd Addition, at no cost to the City.  Notices for a public hearing have been published in the legal newspaper and sent to all potentially affected and/or interested parties for comment prior to the public hearing. No objections to the vacations have been received.  This vacation request has been reviewed by the Public Works Department (Engineering Division) and found to be in order for favorable Council action in conjunction with an approval of the final plat. Final Subdivision/ Final Planned Development  The Preliminary PD and Preliminary Subdivision were approved on July 17, 2018.  The Final Subdivision combines three lots from the 1st Addition, and an existing property referred to as the “Ash Property” to create a 6 lot subdivision.  The final development plans and plat have been reviewed by staff and are consistent with the preliminary approvals.  All documents and agreements are in order for execution at the City Council October 16, 2018. Issues: None Attachments: (4) PHG-1 Location Map PHG-2 Final Plat PHG-3 Contracts and Agreements PHG-4 Location Map and Legal Description Graphic NORTHVIEWPARKRDCOUNTRY CT S T O N EBRIDGECIR Q U AILRIDGERD FORGE PLCAMP T O N C T ELRENERD HAWKSBURYCIRG OVERNCIRCLEYORKTOWN PLACE AIDAN CRIMSON LEAF CTLIVINGSTONDRBRADFORD P L RD LANTERNL A N E C.M.ST.P.&P.R.RSOOLINERAILROADPENNSYLVANIAAVEMILLRUNLNCHATHAMR D S E VERNWAY PRA I R IE CIRVEN TN ORAVE TROTTERSCTC H ESHIRECT MACLAREN PL HACKMOREDRCOVENTRYPARKWAYKINGSTON CTC U RRY TRA IL DORCHEST ERCTFA IRHAVENRDTILBURYWAYMERSEY PTP ENNSYLVA N I A HANO V ERCT T RENT ON T RAI LSTATESAVETRENTON ROADAUTUM N O A K SMILLRUN KENNETCIRCLEROS E M A RYCTDODDRDTHAMES AVEMERSEYWAYT ROTTERS RIDGEBI G TI MBE RTRAILCURRYTRAILOXFORD RD HAVENHILL CIRBRADDOCK WORC H ESTER DR CRIMSON LEAF TRAILAUGUSTALANEALBANY CIR RO G ER S CTSTONEBRIDGE DR N AV E VALLEYCOVENTRYPARKWAYGRANITE DRBRADDOCKTRAILL E X IN G T O N POINTEPKW YCOURT BRIDLE RDG CIR COUNTRYSIDEDRWINDMILLCT LE ON ARDLN TOFT E LANEWIL DFL OWER WAY CANTERGLENCIR CALVIN CT HAWTHO R NEWOODS DRDODDROADC A N T E R G L E N DR COVENTRY PK W Y EAST W OODCOURTGOLDENM EA D O W RD WORCHESTERDRIVEPOINTEWAYELRENEROADJEFFER S O N L A N E LANTERNCTBRI DLE RDG RDREADI N G COUNT RYVI EWDRESK LANEBRIDLE RDG RDSTONEBR I DGEDRN C O R N W ALLSCTWITHAM LNSHORTLINE THAMESAVEAVON CTHAWTHORNEWOODSDRIVECAMB E R W E LLDRWESTCHESTERCIRDANIEL DRIVE STATES AVE DODDROADHACKMORE DRIVE NORTHBRIDGECT B R ID L E R D G R D PRAIRIE CIR E LASSO LN TRENTO N TRAILMILL RUN CIR SADDLE WOODDRIVE FROMME CTHUNTERSOVLK HACKMORE DRBAFFINBAYN.H A V E NHILLRDB R A D D O C K T R A ILTYNE LANE C.S.A.H.N O .3 0 (D I F FLE Y R O A D )BENTTREELAN E DODD RDYORKTOWN DR. PENNSYLVANIAAVE WELLAND CT STIRRUP STFOXMOOR E C T WAVENEY CT BRIDLERID GEPRAIRIERIDGERDBRIDLE RDG RDHIDDENMEADOWTR E T H A N D R EDENCIRSUMMER PL CAS TL E T O N L N ARLENECTBRI DGE W ATER D RHAMILTON DR BAFFINBAYS.C A N T E R GLENLNGOLDEN MEADOW CTCTSTATETRUNKHIGHWAYNO.3HACKMORE DRIVE STONE B R IDGEDRDODDROADHACKM ORE CT W ORCHESTER CIRS U N S E T DR ELRENERD B R O C K T O N CIR V E R MON T A V E M I L L R U N PATHCAM B E R W E L L DR.N. JACOB CT B R I D L E R I D G ERD CT BRIDGEWATERDRCOUNTYRVIEWDRPRAIRIERIDGER D NORTHVIEWPARKRDBALDLAKECTNORTHVIEWPARKROAD BRADFORD CIR C A S T L ETONCT TRAILBARROWCT . T HAMESCIR DARTMOUTHCTBARROWCT.WOODCLI FF CTKIRSTEN CTBROC K T O NCURVEH A M IL T ONDRCOUNTRYSIDE DRNEWYORKAVEELRENEROADGRANITE CTBRIDLERIDGERDBridleRidge Park WanderingWalk Park CaptainDoddPark Lakeside Park TrappFarm Park Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yanke e Do odle Rd Lone Oak Rd Map Area Extent Project Name: Summerbrooke 2nd AdditionRequest: Final Subdivision; Final Planned DevelopmentCase N o.: 24-FS-04-07-18; 24-FD-01-07-18 Subject Sit e 50 25 0 50 Sca� 1 Inch =x50 Feel DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: s-1 I ° I I I ' -----i- JIB---3----- 13eing 5 feet in width, andOdili mg lot lines e otherwise Indic ,d. antl 0 feet ix width and adpilmg right of way and rear lot lines __R ome.wlee ­ oo the Plat. THEORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 27, RANGE 23, WHICH IS ASSUMED TO HAVE A BEARING OF NORTH 8957'00" WEST. NO MONUMENT SYMBOL SHOWN AT ANY STATUTE REQUIRED LOCATION, INDICATES A PLAT MONUMENT THAT WTLL BE SET AND WHICH SHALL BE IN PLACE WTTHIN ONE YEAR OF THE FILING OF THE PLAT, SAID MONUMENTS SHALL BE 1/2 INCH X 14 INCH IRON MONUMENTS MARKED BY LICENSE NUMBER 42299. ®DENOTES FOUND CAST IRON MONUMENT O DENOTES 1/2 INCH BY t 4INCH IRON PIPE MONUMENT SET AND MARKEDBy LICENSE NUMBER 42299. OR WILL BE SET IN ACCORDANCE WITH ME SECTION 505.021, SUED. 10. • DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY LICENSE NUMBER 42299 UNLESS OTHERWISE NOTED. DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY HIGHWAY PER THE DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCE, SUMMERBROOKE 2ND ADDITION 1/4 � g z. R S zs f1I L. L .. \ \ v `. C N E_ L; Iv I v v2 I I I r � T er n i r L, i � \ as . N89°59 1 2"E 17 585.02 `- -_ _______z117519_---- Pas \ �s1 G --— — — — — — — "2355.1" r^_____172002 (J. �a4\ C s A.n. xo�. So (oIrN.Er xoaDl J SECTION 24, TWP. 27, RGE. 23 LOCATION MAP NOT TD SCALE DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: s-1 I ° I I I ' -----i- JIB---3----- 13eing 5 feet in width, andOdili mg lot lines e otherwise Indic ,d. antl 0 feet ix width and adpilmg right of way and rear lot lines __R ome.wlee ­ oo the Plat. THEORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 27, RANGE 23, WHICH IS ASSUMED TO HAVE A BEARING OF NORTH 8957'00" WEST. NO MONUMENT SYMBOL SHOWN AT ANY STATUTE REQUIRED LOCATION, INDICATES A PLAT MONUMENT THAT WTLL BE SET AND WHICH SHALL BE IN PLACE WTTHIN ONE YEAR OF THE FILING OF THE PLAT, SAID MONUMENTS SHALL BE 1/2 INCH X 14 INCH IRON MONUMENTS MARKED BY LICENSE NUMBER 42299. ®DENOTES FOUND CAST IRON MONUMENT O DENOTES 1/2 INCH BY t 4INCH IRON PIPE MONUMENT SET AND MARKEDBy LICENSE NUMBER 42299. OR WILL BE SET IN ACCORDANCE WITH ME SECTION 505.021, SUED. 10. • DENOTES FOUND 1/2 INCH IRON MONUMENT MARKED BY LICENSE NUMBER 42299 UNLESS OTHERWISE NOTED. DENOTES RESTRICTED ACCESS TO DAKOTA COUNTY HIGHWAY PER THE DAKOTA COUNTY CONTIGUOUS PLAT ORDINANCE, SUMMERBROOKE 2ND ADDITION 1/4 � g z. R S zs f1I L. L .. \ \ v `. C N E_ L; Iv I v v2 I I I r � T er n i r L, i � \ as . N89°59 1 2"E 17 585.02 `- -_ _______z117519_---- Pas \ �s1 G --— — — — — — — "2355.1" r^_____172002 (J. �a4\ ,\ moi. C 10L A \1 om :r. o: oi' 0189°4 f'l�K���-'BARROW \ o y `P3r l/ 7F ' 4 O Sa°' �s,22 a> � ); u• of A. /' D ,e55.0 CIRCLE I ,• .0 1` a,7.8^ ` 0 BLOCK ,,l 1 I ' 4 IT, --- 1 1 j N00`09'58 W IoW v 59.76 69 6 93? O • v 4-� ..iFi:,. `QR_561 F: �. 33"E N815 CB N7°*�4k'b'a' I µ „ryo N89°41'40"W 172.31 1; 2oa0 - �J I \� \� �N4 /' (.) LCA 3 ('✓�`�' 1 �P f� J L O.00 C.S.A.H. NO. 30 (DIFFLEY ROAD) a ----x8957'00'w 990.00---- -,� � m --1717-_-1717 5895T'00'E 1302.5t� 1717__ � _-1717-1717__ _-1717-1717 , w 1a o N89°57'00"W _ - r 330.00 21, sEC. z4. iwP. 27. RQ. 23 M9. 27. RCE.A COR. a sEc. 24, DAKOTA COUNTYROAD RIGHT O v,�ri MAP NO.RCE 23 rA 11 11 vvll Iviv r3UUll Ivry rrvvl Iviv PI$NEERmem,;►,g SHEET 2 OF 2 SHEETS DEVELOPMENT CONTRACT BY AND BETWEEN THE CITY OF EAGAN AND HUNTER HOMES, LLC FOR THE DEVELOPMENT OF SUMMERBROOKE 2ND ADDITION THIS INSTRUMENT WAS DRAFTED BY: DOUGHERTY, MOLENDA, SOLFEST, HILLS & BAUER P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, Minnesota 55124 (952) 432-3136 RBB/kmw (206-40144) 2 THIS AGREEMENT, made and entered into the _____ day of October, 2018, by and between the City of Eagan, a Minnesota municipal corporation, ("City"); and Hunter Homes, LLC, a Minnesota limited liability company, ("Developer") and Kurtis L. Manley, as trustee of the Brooke A. Manley Irrevocable Trust Agreement under Agreement dated April 23, 2018 ("Owner"). WHEREAS, the Developer has applied to the City for approval of the plat or subdivision known as SummerBrooke 2nd Addition located within the City; and WHEREAS, the City approved the plat on condition that the Developer enter into this contract and furnish the security required by it. NOW, THEREFORE, the City and Developer agree as follows: SECTION I DEFINITIONS 1.1 Definitions. In this instrument the following terms, when used with initial capital letters, have the following respective meanings unless the context hereof clearly requires otherwise: City - The City of Eagan, a Minnesota municipal corporation. City Code - The codification of the ordinances of the City of Eagan. Contract - This Agreement and the terms and conditions contained herein. Contract Management Account - Account with the City of Eagan established by the Developer as part of the Development Deposit Agreement to cover inspection and other administrative costs to the City in connection with the improvements to or for the Subdivision to be installed or constructed by Developer. Developer - Hunter Homes, LLC, a Minnesota limited liability company. Whenever the term Developer is used herein, it shall also include the fee owner of the land, 3 contract for deed holders and all other persons or entities holding an equitable or legal interest in the fee ownership of the property. Development - The subdivision of the Property and the installation and construction of all Improvements required in order to make the Property suitable for the Developer's intended use, as approved by the City. Development Manager - Kurtis L. Manley whose address is 755 Diffley Road, Eagan, Minnesota, 55123, Minnesota and who is hereby authorized by the Developer to address any and all concerns of the City in regard to the Development and is also designated by the Developer to receive any and all notices, official or otherwise, from the City as required by this Contract. Engineer - John M. Molinaro, Minnesota License No. 45831, a registered professional engineer licensed to practice in the State of Minnesota. Financial Guaranty - Cash collateral and/or letter of credit as approved by the City of Eagan to guarantee compliance with the terms of this Contract, payment of real estate taxes including interest and penalties, payment of Special Assessments, construction of all improvements and payment of the cost of all improvements. Improvements - Improvements required to make the Property suitable for the Developer's intended purposes, to be done according to the required plans submitted to the City, such improvements to include, but not limited to: grading and drainage; sanitary sewer system; water system; storm sewer; storm water retention ponds; streets; concrete curb and gutter; street signs; street lights; utilities and all related appurtenances; wetland delineation; landscaping; tree preservation; tree loss mitigation; surveying; staking; setting of lot and block monuments, and parkland boundaries, mailbox supports and trails and sidewalks, if applicable. Insurance - Public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's work or the work of Developer's 4 subcontractors or by one directly or indirectly employed by any of them. Landscape Architects - Jennifer Thompson, Minnesota License No. 44763, a registered professional landscape architect licensed to practice in Minnesota. Owner - Is the fee owner of the Property, any contract for deed holder, or any other person or entity having a legal and/or equitable interest in the fee ownership of the property. For purposes of this Agreement, the term "Developer" shall include any and all owners. Plat - The subdivision of the Property into lots and blocks, easements, streets and public right-of-ways as shown on the attached Exhibit "A" subject to the conditions attached hereto as Exhibit “B”. Permit to Proceed - A written letter issued by the City setting forth that all conditions precedent to Development have been satisfied and that the Developer may proceed with construction of the Improvements. Property - Land located in the City of Eagan, County of Dakota, State of Minnesota, which is subject to being subdivided by the Developer into the Plat shown on Exhibit "A" attached hereto. Special Assessments - All costs for improvements installed by the City of Eagan under the Public Improvement Project which are to be or have been levied against the Property. Standards - Requisite guidelines adopted by the City of Eagan as amended from time to time, including but not limited to the Master Sanitary Sewer and Water Plans; Storm Sewer Plans; Transportation Plans; Soil Erosion Control Plans; Landscaping Plans; and Engineering Standards' et al; Water Quality Management Plans, on file with the City of Eagan at City Hall. Subdivision - The separation of property into lots and blocks as approved by the City Council, upon the compliance with (i) all conditions and requirements of applicable regulations and (ii) conditions and requirements upon all which preliminary approval is expressly conditioned. 5 Surveyor - Peter J. Hawkinson, Minnesota License No. 42299, a registered land surveyor licensed to practice in the State of Minnesota. SECTION II PLAT APPROVAL 2.1 Commencement of Improvements. Within the Plat or Property to be platted, the Developer may not commence Improvements, other than any grading permitted under Section 4.3 of the City Code, until all the following conditions have been satisfied: A) The necessary Financial Guaranty has been received and accepted by the City. B) The City has received evidence that the Plat has been filed with Dakota County. C) The City has issued a Permit to Proceed. 2.2 Effect of Subdivision Approval. For two years from the date of this Contract, no amendments to the City's Comprehensive Guide Plan or Official Controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the Plat, unless required by state or federal law or agreed to in writing by the City and Developer. Thereafter, to the full extent permitted by state law, the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. SECTION III DEVELOPMENT PLAN 3.1 Required Plans. The Plat shall be developed in accordance with the following designated plans, which plans form a part of this Contract; however, the plans are not attached to this Contract. The following plans must have been prepared by Developer's Engineer, Architect, Landscape Architects, and/or Surveyor with duly noted certification thereon, and shall have been 6 submitted and approved by the City. If the plans vary from the written terms of this Contract, the written terms shall control. The plans submitted for this Plat are: Plan I - Plat Plan prepared by: Peter J. Hawkinson, Minnesota License No. 42299. Plan II - Site Plan dated April 10, 2018, with a final revision date of Oct. 5, 2018, prepared by: John M. Molinaro, Minnesota License No. 45831. Plan III – Sanitary Sewer & Watermain Plan dated April 10, 2018, with a final revision date of Oct. 5, 2018, prepared by: John M. Molinaro, Minnesota License No. 45831. Plan IV – Storm Sewer Plan dated April 10, 2018, with a final revision date of Oct. 5, 2018, prepared by: John M. Molinaro, Minnesota License No. 45831. Plan V – Street Construction Plan dated April 10, 2018, with a final revision date of Oct. 5, 2018, prepared by: John M. Molinaro, Minnesota License No. 45831. Plan VI - Tree Preservation & Mitigation Plan dated April 10, 2018, with a final revision date of Oct. 5, 2018, prepared by: Jennifer L. Thompson, Minnesota License No. 44763. 3.2 Plan Requirements. All the plans referred to herein as prepared by the Engineer, Architect, Landscape Architect and/or Surveyor must be in conformance with the Standards adopted by the City. Submission of the required plans by the Developer shall act as a representation by the Developer that the plans are designed properly and that the Improvements will properly function as designed. 3.3 Permits. It is the responsibility of the Developer to determine and obtain prior to the issuance of the Permit to Proceed all the necessary approvals, permits, and licenses from the City of Eagan; Minnesota Department of Transportation; County Highway Department; appropriate watershed district; Board of Soil and Water Resources; railroads; utility companies; Minnesota Department of Natural Resources; Army Corp of Engineers; Minnesota Pollution Control Agency; 7 Metropolitan Council; Minnesota Department of Health and any other regulatory or jurisdictional agency affected by or having jurisdiction over the Improvements required for this development. Any design requirements of such agencies shall be determined prior to completion and incorporated into the plans and specifications. All costs incurred to obtain said approvals, permits, and licenses and also all fines or penalties levied by any agency due to the failure of the Developer to obtain or comply with the conditions of such approvals, permits, and licenses shall be the sole responsibility of the Developer. The Developer agrees to defend and hold the City harmless from any action initiated by a regulatory agency resulting from any failure of the Developer. SECTION IV PERFORMANCE OF IMPROVEMENTS 4.1 General. All Improvements to the Property by or on behalf of the Developer shall be done in conformance with this Contract; state statutes and regulations; and the City Code and Standards promulgated thereunder. It is understood and agreed that the failure of the City to promptly take action to enforce this Contract, State Statutes, the City Code and/or Standards will not act as a waiver or release of any rights of the City. 4.2 Completion Dates. Improvements required shall be completed no later than the following dates: Item: Date: a) Subdivision Lot(s) Corner Pins 7/1/2019 b) Landscaping 7/1/2019 c)Street Lights 7/1/2019 d)Restoration and Soil Stabilization 5/31/2019 e)Site Grading 5/31/2019 f)Right-of-Way Survey Pins 7/1/2019 g)Utilities (sanitary, water, storm sewer) Previously Installed with 1st Addition h)Streets (concrete, curb and gutter Gravel base, and the first lift of black top) Previously Installed with 1st Addition i)Sidewalk and Trails Previously Installed with 1st Addition j)Street (MnDOT 2341 Modified Wearing Course) 10/31/2019 8 k)Wetland Delineation Signs 7/1/2019 l) Mail Box Support Structures 7/1/2019 Should the Developer fail to finish each designated item by the designated date, the Developer shall pay and reimburse the City for all additional costs incurred by the City as a result of such failure. Any extension to the above noted completion dates must be approved by City Council Resolution and shall be conditioned upon updating the Financial Guaranty posted by the Developer to reflect any additional costs. 4.3 Subdivision Lot Corners. Within one (1) year from the date of this Contract, the Developer shall verify by written notice to the City that all Subdivision lot corner pins have been installed. 4.4 License. The Developer hereby grants the City, its agents, employees, officers, and contractors a license to enter the Property to perform all work and inspections required or permitted to be performed by the City under this Contract in conjunction with the Development. SECTION V INSPECTIONS AND COMPLETION 5.1 Clean-up. The Developer shall clean dirt and debris from streets, storm water conveyance systems, ponds, wetlands and adjoining property that resulted from construction work by the Developer, its agents or assigns. SECTION VI FINANCIAL GUARANTY 6.1 The Amount. The final Subdivision shall not be approved and no work shall be commenced under this Contract until the Developer has deposited with the City a Financial Guaranty in the total amount of Four Thousand Six Hundred Seventy-five and 00/100 Dollars ($4,675.00) securing the full performance of this Development Contract. The Developer shall 9 furnish the City with the Financial Guaranty from a bank or lending institution acceptable to the City. The amount of the Financial Guaranty was calculated as follows: A - IMPROVEMENTS Item Amount Street Identification/Traffic Control Signs Installed with 1st Addition Street Lights Installed with 1st Addition Lot Corners $1,000 Subdivision Monuments N/A Mail Box Support Structures Installed with 1st Addition Tree Protection Guarantee $2,675 Erosion Control Performed with 1st Addition R/W Grading Performed with 1st Addition Restoration Performed with 1st Addition Conservation Easement Signs $1,000 TOTAL $4,675 This breakdown is for historical reference only. It is not a restriction on the use of the Financial Guaranty. The bank or financial institution and the form of the Financial Guaranty shall be subject to the approval of the City Finance Director and City Attorney. The bank or financial institution must have a business office for presentment of the Financial Guaranty within the Minnesota seven county Metropolitan Area. The City may draw down the Financial Guaranty to pay for all costs and expenses incurred by the City to enforce this Contract including the costs incurred by the City in connection with the collection of the Financial Guaranty. Such costs to include any remediation or completion of Improvements. If the Financial Guaranty is drawn down, the proceeds shall be used to cure the default and, to the extent possible, reimburse the City its costs and expenses. 6.2 Terms. The Financial Guaranty may be for a stated term provided it is automatically renewable. The City may draw on the Financial Guaranty, without notice, after an Event of Default has occurred under this Contract, which has not been remedied within any applicable cure period or upon receiving notice that the Financial Security will be allowed to lapse. If the required 10 Improvements are not completed at least thirty (30) days prior to the expiration of the Financial Security, the City may also draw down the Financial Security. 6.3 Claims. In the event that the City receives claims from subcontractors or materialmen that work required by this Contract has been performed and money due them have not been paid, and the subcontractor or materialmen are seeking payment out of the Financial Guaranty posted with the City, the Developer hereby authorizes the City, at the City's discretion, to commence an Interpleader action pursuant to Rule 22 of the Minnesota Rules of Civil Procedure for the District courts at the Developer's expense, to include court costs and attorney fees. The Developer further authorizes the City to draw upon the Financial Guaranty in the amount of one hundred twenty-five percent (125%) of the claim together with attorneys' fees and court costs, and to deposit the funds in compliance with the Rule. Upon such deposit, the Developer shall release, discharge and dismiss the City from any further proceedings as it pertains to the funds deposited with the District Court, except that the Court shall retain jurisdiction to determine the amount of attorneys' fees, costs and expenses owed to the City pursuant to this Contract. SECTION VII PARK AND TRAIL DEDICATION 7.1 Park Dedications. The Developer shall pay a cash contribution of Four Thousand Six Hundred Thirty-eight and 38/100 Dollars ($4,638.38) in satisfaction of the City's park dedication requirements as provided for by the City Code. (Credit given for conservation easement area.) The contribution for Residential Development shall be paid to the City before the City releases the final plat for recording. 7.2 Trail Dedication. The Developer shall pay a trail dedication fee of Seven Hundred Seventy Four and No/100 Dollars ($774.00) in satisfaction of the City Park Trail Dedication requirement as provided by the City Code. The charge was calculated as follows: 11 Three lots at Two Hundred Fifty Eight and No/100 Dollars ($258.00) per lot. The contribution for Residential Development shall be paid to the City before the City releases the final plat for recording. 7.3 Water Quality. Water quality improvements for this development were designed and constructed with the SummerBrooke Addition. 7.4 Tree Preservation. Tree protective measures (i.e. 4-foot polyethylene safety netting or orange silt fence) shall be installed at the Drip Line or at the Critical Root Zone, whichever is greater, of significant trees and/or significant woodlands to be preserved according to the approved grading plan. Tree Protection fencing must be inspected by the Supervisor of Forestry and approved prior to clearing and grubbing activities. The Developer shall contact the City Forestry Division and set up a pre-construction site inspection at least five working days prior to the issuance of a grading permit to ensure compliance with Plan VI and placement of the Tree Protection Fencing. SECTION VIII RESPONSIBILITY FOR COSTS 8.1 Development of Subdivision. Developer shall pay all costs incurred by Developer, its agents and contractors, or the City in conjunction with the Development, including but not limited to: legal; planning; engineering and inspection expenses; permits; the cost of persons doing work or furnishing skills, tools, machinery or materials; costs of easements, if applicable; the cost of surveys and compliance tests, including environmental assessments and/or environmental impact statements, indirect source permit and traffic studies, if required; and inspecting and correcting deficiencies within the development of the Plat. 8.2 Hold Harmless. The Developer shall hold the City and the City's officers, employees, and agents harmless from claims made by Developer and third parties for damages 12 sustained or costs incurred resulting from Plat approval, the Development and/or the breach of this Contract. The Developer shall indemnify the City and the City's officers, employees, and agents against all costs, damages or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. 8.3 Reimbursement. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees, court costs, expert witness fees and administrative expenses. Moreover, the Developer shall pay in full all bills submitted to it by the City, for obligations incurred under this Contract, within thirty (30) days of receipt. If the bills are not paid on time, the city may halt construction of the Improvements until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eight (8%) percent per year. 8.4 Payment of Special Assessments. The Developer shall pay or cause to be paid when due and in any event, before any penalty is attached, all Special Assessments referred to in this Contract. 8.5 Additional Charges. In addition to the charges and Special Assessments referred to herein, other charges may be imposed such as but not limited to, sewer availability charges, City water connection charges, water availability charges, City sewer connection charges and building permit fees. 8.6 Waiver. On behalf of itself and all the successors and assigns having an interest in the Property, the Developer waives all rights it may have now or in the future to repayment or reimbursement of any fees or charges paid to the City, which is identified in this Contract. 13 SECTION IX ASSESSMENTS AND CONNECTION CHARGES 9.1 Improvements. All special assessments for the Public Improvement Project installed by the City of Eagan as identified in this Contract shall be spread equally over 15 years, together with a rate of interest as determined by the City Council, using as a basis the interest paid by the City for the general obligation bonds necessary to finance the Public Improvements. The Developer hereby waives any rights to a hearing or notice of a hearing relating to the special assessments and also expressly waives any right to object to such assessments, as provided for under Minn. Stat. §429.081. 9.2 Financial Obligation. The Developer shall pay and hereby waives any right to object to the payment of any Connection and Availability Charges for the utilities provided by the City. The Developer also waives the right to object to the levying of the assessment for the Connection or Availability Charges. The Connection and Availability Charges have been computed using the City's adopted Fee Schedule as follows: ITEM QUANTITY RATE AMOUNT Sanitary Sewer - Trunk R1 $1,603.30/lot 6 lots (3 lots previously paid) $ 4,809.90 Water – Lateral (Deferred from Proj. 365) R1 ½ x $79.50/L.F. = $39.75/F.F. 330 F.F. $13,117.50 Total $17,927.40 If not paid in full within thirty (30) days, any balance due will be levied as a special assessment with interest accruing from the date of final plat approval. The Developer hereby waives any rights to a hearing or notice of a hearing relating to the special assessments and also expressly waives any right to object to such assessments, as provided for under Minn. Stat. §429.081 and shall execute the waiver in the form of Exhibit "C" attached hereto. 14 SECTION X EVENT OF DEFAULT 10.1 Occurrence. Each of the following occurrences shall constitute an event of default under this Contract. a) Developer shall fail to perform any of the terms or conditions to be kept or performed by Developer under this Contract. b) Developer shall fail to perform any of the terms or conditions to be kept or performed by Developer under the City Code and/or City Standards. c) Developer shall fail to perform any of the terms or conditions to be kept or performed by Developer under any license, permit or approval required by any regulatory or jurisdictional agency affecting the Plat. d) Developer shall fail to perform any required curative or remedial action pursuant to a notification of the need for such action by the City of any other regulatory or jurisdictional agency affected by or having jurisdiction over the Plat, within thirty (30) days of such notification, unless otherwise provided for in this Contract. e) Failure by the Developer to pay when due any and all costs associated with the Development, including but not limited to any fees and costs incurred by the City, engineering, administrative and legal expenses. f) Failure of the Developer to maintain the required Financial Guaranty or other required security with the City. g) Failure by the bank or financial institution that issued the Financial Guaranty to pay on demand by the City. 15 SECTION XI REMEDIES 11.1 Performance by the City. In the event of a default by the Developer, the City may, at the City's option, perform the work in default and the Developer shall promptly reimburse the City for any expense incurred by the City. Except in emergency situations, the City shall endeavor to give the Developer notice of default forty-eight (48) hours prior to the City performing curative work. 11.2 Assessment. When the City does any work as a result of the Developer's default or upon failure of the Developer to make payment upon billing when due, the City may proceed to assess the costs in whole or in part against the Property, or may proceed to collect on the Financial Guaranty. It is expressly agreed and understood herein, that this Developer waives any notice of hearing and any rights to objection to the assessments so levied by the City. 11.3 Revocation of Permit to Proceed. In the event of a default, the City may issue a stop work order to Developer, its agents, contractors, or sub-contractors to cease all or any work being performed on the Property. Such stop work order may include the ceasing of the construction of any Improvements or homes on the Property. 11.4 Emergency. In the event of an emergency, the forty-eight (48) hour notice provision shall be and hereby is waived in its entirety by the Developer and the Developer shall reimburse the City upon being billed thereof for any expenses so incurred by the City in the same manner as if mailed notice as described hereinbefore had been given. 11.5 Cumulative Rights and Non-Waiver. The rights and remedies available to the City shall be cumulative and the enforcement by the City of one right shall not act as waiver of any other right available to the City. 16 11.6 Denial of Building Permits. An event of default shall be grounds for denial or revocation of building permits, including permits issued in connection with lots sold to third parties. SECTION XII RELEASE OF FINANCIAL SECURITY 12.1 General. Periodically upon Developer's written request and upon completion and verification of satisfactory compliance of any installed Improvements, a like percentage of that portion of the Financial Guaranty covering those specific Improvements may be released; except however the final twenty percent (20%) of the Financial Guaranty shall be held until a final acceptance (by the City) of all required Development Contract Requirements. At the time of final Inspection of all Improvements, if it is determined by the City that the submitted plans and specifications were not strictly adhered to or that work was done without City inspection, the City may require that the Developer post a cash escrow equal to one hundred twenty-five percent (125%) of the estimated amount necessary to correct the deficiency or to protect against deficiencies arising therefrom. Such additional cash escrow shall remain in force for such time as the City deems necessary, not to exceed five (5) years. SECTION XIII RELEASE OF DEVELOPER LIABILITY 13.1 Release. Upon submittal by Developer of the required As-Built Plans for each Plan identified in Paragraph 3.1, and payment of all costs owed to the City, the Developer may apply in writing for a release of its obligations under this Contract, save and except for those imposed pursuant to Paragraphs 7, 8.2 and 8.4. The City Council, after review by the City personnel, may authorize the release of the Developer from its obligations under this Contract by appropriate resolution. 17 SECTION XIV MISCELLANEOUS 14.1 Compliance. The Developer represents to the City that the Plat complies with all City, county, metropolitan, state and federal laws and regulations including, but not limited to: Subdivision ordinances; zoning ordinances; and environmental regulations. If the City determines that the Plat does not comply, the city may at its option refuse to allow construction or development work on the Property until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. 14.2 Authorization. By the execution hereof, the Developer represents and warrants that it has all the authorization and power necessary to make this Contract binding upon itself, its heirs, successors and assigns. 14.3 Third Parties. Third parties shall have no recourse against the City under this Contract. 14.4 Invalidity. If any portion, section, subsection, sentence, clause, paragraph or phrase of this Contract is for reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. 14.5 Run with the Land. This Contract shall run with the land and may be recorded against the title to the Property. By the execution of this Agreement, the Developer for itself, its successors and assigns, acknowledges that the property shall be affected by the terms and conditions contained herein. 14.6 Non-assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire Property or any part of it. 18 14.7 Pressure Reducing Valve Requirements. The Owner and Developer understand and agree that all lots in the SummerBrooke 2nd Addition are in a high water pressure zone area. A pressure reducing valve shall be installed in each new home below 966 foot elevation at the Owner and Developer’s expense to prevent any damage to the water system because of high water pressure. The Owner and Developer shall so inform all potential and prospective buyers of Lots 1- 6, Block 1, SummerBrooke 2nd Addition of this Agreement attached as Exhibit “D”. SECTION XV NOTICES 15.1 General. All notices, consents, demands and requests which may be or are required to be given by either party of the other, shall be in writing and sent by United States registered mail or hand delivered. The addresses of each party may be changed at any time or from time to time by notice given by said party to the other party. 15.2 If to City, mail to the City of Eagan, 3830 Pilot Knob Road, P.O. Box 21199, Eagan, Minnesota 55121, Attention: City Administrator. 15.3 If to Developer, mail to the Development Manager. (Signature pages to follow.) 19 DEVELOPMENT CONTRACT SUMMERBROOKE 2nd ADDITION (Signature Page of City) CITY OF EAGAN: ________________________________ By: Mike Maguire Its: Mayor ________________________________ Attest: Christina M. Scipioni Its: City Clerk (SEAL) DEVELOPMENT CONTRACT APPROVED AS TO FORM: ______________________________ By: Eagan City Attorney Date: __________________________ DEVELOPMENT CONTRACT APPROVED AS TO CONTENT: _______________________________ By: Community Development Date: __________________________ STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) On this _____ day of _______________, 2018, before me a Notary Public within and for said County, personally appeared MIKE MAGUIRE and CHRISTINA M. SCIPIONI, to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and City Clerk of the City of Eagan, the municipality named in the foregoing instrument, and that the seal affixed on behalf of said municipality by authority of its City Council and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipality. _________________________________ Notary Public 20 DEVELOPMENT CONTRACT SUMMERBROOKE 2nd ADDITION (Signature Page of Developer, Hunter Homes, LLC) DEVELOPER: Hunter Homes, LLC, a Minnesota limited liability company By: _________________________ Its: ______________________ STATE OF MINNESOTA ) ) ss. COUNTY OF _________ ) The foregoing instrument was acknowledged before me this ____ day of ____________, 2018 by _______________________, the __________________ of HUNTER HOMES, LLC, a Minnesota limited liability company, on behalf of the limited liability company. ___________________________________ Notary Public 21 DEVELOPMENT CONTRACT SUMMERBROOKE 2nd ADDITION (Signature Page of Owner, Kurtis L. Manley, as trustee of the Brooke A. Manley Irrevocable Trust Agreement under Agreement dated April 23, 2018) DEVELOPER: _________________________________________ Kurtis L. Manley, as trustee of the Brooke A. Manley Irrevocable Trust Agreement under Agreement dated April 23, 2018 STATE OF MINNESOTA ) ) ss. COUNTY OF _________ ) The foregoing instrument was acknowledged before me this ____ day of ____________, 2018 Kurtis L. Manley, as trustee of the Brooke A. Manley Irrevocable Trust Agreement under Agreement dated April 23, 2018. ___________________________________ Notary Public EXHIBIT A Plat 1 EXHIBIT B (Conditions of Approval) 1.The applicant shall comply with these standards conditions of plat approval as adopted by Council on February 2, 1993: A. Financial Obligations 1. This development shall accept its additional financial obligations as defined in the staff’s report in accordance with the final plat dimensions and the rates in effect at the time of final plat approval. B. Easements and Rights-of-Way 1.This development shall dedicate 10-foot drainage and utility easements centered overall lot lines and, 10-foot drainage and utility easements adjacent to all public rights-of-way where necessary to accommodate existing or proposed utilities for drainage ways within the plat. The development shall dedicate easements of sufficient width and location as determined necessary by engineering standards. 2.This development shall dedicate, provide, or financially guarantee the acquisition costs of drainage, ponding, and utility easements in addition to public street rights-of-way as required by the alignment, depth, and storage capacity of all required public utilities and streets located beyond the boundaries of this plat as necessary to service or accommodate this development. 3.This development shall dedicate all public right-of-way and temporary slope easements for ultimate development of adjacent roadways as required by the appropriate jurisdictional agency. 4.This development shall dedicate adequate drainage and ponding easements, in accordance with requirements set forth in the latest version of the City’s Stormwater Management Plan. C. Plans and Specifications 1.All public and private streets, drainage systems, and utilities necessary to provide service to this development shall be designed and certified by a registered professional engineer in accordance with City adopted codes, engineering standards, guidelines, and policies prior to application for final plat approval. 2 2.A detailed grading, drainage, erosion, and sediment control plan must be prepared in accordance with current City standards prior to final plat approval. 3.This development shall ensure that all dead-end public streets shall have a permanent cul-de-sac, or temporary cul-de-sac to be removed upon further extension (on stub streets), constructed in accordance with City engineering standards. This development shall dedicate, provide, or financially guarantee the acquisition costs of street easements or public street rights-of-way as required by the alignment of the cul-de-sacs located within or beyond the boundaries of this plat as necessary to service or accommodate this development. 4. A separate detailed landscape plan shall be submitted overlaid on the proposed grading and utility plan. The financial guarantee for such plan shall be included in the Development Contract and shall not be released until two year after the date of City certified compliance. D.Permits 1. This development shall be responsible for the acquisition of all regulatory agency permits required by the affected agency prior to final plat approval. E.Tree Preservation and Mitigation 1.This development shall be responsible for preparing a tree preservation plan and mitigating for any removal in excess of the allowable limits. Mitigation shall be in the form of replacement trees, cash equivalent, or a combination thereof in accordance with the recommendation of the Advisory Parks Commission and as allowed under the City’s tree preservation ordinance and as approved by the City Council. F.Stormwater Management and Water Quality Protection 1. This development shall manage stormwater and protect water quality by meeting requirements for design standards, minimizing impervious surface area and maximizing infiltration and retention, and providing acceptable complementary stormwater treatments, stormwater treatment ponds, regional ponds, and maintenance of private stormwater facilities in accordance with the current City post construction regulations and as recommended by the Advisory Parks Commission and awarded by Council action. 3 G.Wetlands Protection and Management 1. This development shall protect and manage wetlands by meeting requirements for wetland delineations and assessments, sequencing and replacement, and wetland buffers and setbacks in accordance with the current wetland protection and management regulations and as recommended by the Advisory Parks Commission and awarded by Council action. H. Mailboxes 1. The construction and location of all mailbox supports shall be in accordance with the United States Postal Service policies and regulations for centralized delivery, and the locations shall be approved by the City Engineer and be identified in the final constructions plans for the development. 2.The property shall be platted. 3.All lots shall meet the R-1 bulk standards; specifically, minimum 85’ width, 12,000 sq. ft. in area and maximum 20% building coverage. 4.All erosion/sediment control plans submitted for development and grading permits shall be prepared by a designer who has received current Minnesota Department of Transportation (MNDOT) training, or approved equal training as determined by the City Engineer in designing stormwater pollution prevention plans. 5.All personnel responsible for the 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. 6.Erosion control measures shall be installed and maintained in accordance with City code and engineering standards. 7.Minnesota Wetland Conservation Act Rules (Minn. Rules Ch. 8420) and Eagan’s Wetland Protection and Management Regulations (City Code §11.67) shall apply to the development. 8.A conservation easement, in a form acceptable to the city attorney, shall be provided over the wetland and wetland buffer as delineated and approved by the city engineer. 4 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 (or Alternative Stormwater Management Designs, if fully documented, including on-site testing results and if accepted by the City Engineer) on the site’s new impervious surface area (including effective soil remediation for the site’s disturbed soils that are to be revegetated). 10.The applicant shall provide adequately sized pre-treatment (e.g. forebay, etc.) at, or immediately upstream of, all stormwater management facility (e.g. infiltration/filtration basin) inlets to provide for effective capture and easily-accessible cleanout of fine-sand sized particles and floatable pollutants. Details shall be included in applicable plan sheet(s). 11.The applicant shall provide unobstructed equipment access paths (without obstructions from grading, private utilities, landscaping, trees/branches, large shrubs, etc.), from street- edge to all surface stormwater facilities’ inlets and outlets. The unobstructed equipment access path (e.g. 15’ width reinforced turf system from street edge to all forebay and filtration basin inlet and outlet areas) shall be capable of fully supporting typical maintenance/excavation equipment, for periodic maintenance access to the surface storm water facilities. 12.The applicant shall provide the City with soil boring logs prior to receiving city approval to permit land disturbing activity from a minimum of four soil-borings within any proposed infiltration/filtration area, extending a minimum of 10’ below the bottom of the proposed infiltration/filtration feature, to evaluate and ensure suitability (or properly document for limitations) of infiltration. If the soil boring logs and on-site infiltration testing indicate incompatibility of existing sub-soil permeability with the submitted and reviewed design plans for meeting volume control requirements, the applicant shall revise the design and/or construction plans (e.g. over-excavation/soil-amendment depth, etc.), or at the direction and acceptance of the City Engineer shall proceed with Alternative Stormwater Volume Control Designs, to ensure volume control requirements are fully met, to the satisfaction of the City Engineer. 13.The applicant shall provide construction details, prior to receiving city approval to permit land disturbing activity, of the proposed infiltration/filtration system for City review/acceptance by the City Engineer and include in construction plans. Construction details shall include infiltration/filtration basin cross-section(s), construction sequencing/protection/restoration notes, sizing/volume tables, details for stable inlets/outlets/emergency overflows, unobstructed inspection/maintenance access areas to inlets/outlets, soil amendment criteria, live planting, seeding and temporary/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 5 function as intended. These graphical details and notes shall be prominently included in all applicable plan sheets (e.g. Grading Plan, Utility Plan, etc.). 14.Prior to receiving city approval to permit land disturbing activity, the property owner shall provide detailed Soil Management Strategies for City review, and acceptance by the City Engineer, that provide clear assurances that by final grading, prior to installation of any irrigation and plantings, 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 no less than 5% soil organic matter content and less than 200 psi of soil compaction in the top 12” of topsoil, to comply with Volume Control requirements. These graphical details, soil remediation area graphical depictions/keys 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.) to clearly convey requirement to the contractors involved. 15.Prior to receiving a Certificate of Occupancy for any affected residential construction, Soil Management Strategy implementation documentation (e.g. 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. 16.During infiltration/filtration system area over-excavation/sub-soil work, the applicant shall provide the City Water Resources staff with 24-hour advance notice of the occurrence of infiltration verifications and also prior to any excavation and/or soil backfilling within the infiltration practice. 17. The applicant shall provide the City Engineer as-built plans before the City returns any Stormwater-related Performance Financial Guarantees on the development site, that demonstrate that all constructed stormwater conveyance structures, stormwater management facilities (forebays, infiltration/filtration practices, etc.), and soil management strategies conform to design and/or construction plans, as approved by the City. As-built volumes (for retention) shall be provided for the forebay and infiltration/filtration practices. 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. 18.All existing well and septic systems on the site shall be abandoned in accordance with Dakota County and City standards as part of this development. Well sealing records shall be provided to the City. 19.This development shall be subject to a cash parks dedication of three lots payable at the time of Final Subdivision at the rates then in effect minus the wetland and buffer conservation area. 6 20.This development shall be subject to a cash trail dedication of three lots payable at the time of Final Subdivision at the rates then in effect. 21.If Lot 4 is subdivided in the future, additional park dedication and trail dedication shall be required for the new lot. 22.A performance guarantee shall be provided to ensure the preservation of all significant trees located within fifteen feet (15’) of the construction zone. Based on the Tree Preservation Plan, the required performance guarantee calculates to $2,675.00. 23.The applicant shall contact the City Forestry Division and set up a pre-construction site inspection at least five days prior to the issuance of the grading permit to ensure compliance with the approved Tree Preservation Plan and placement of the Tree Protection Fencing. 24.The shed located upon Lot 5 shall be removed prior to recording of the Final Plat. 1 EXHIBIT C WAIVER OF HEARING SPECIAL ASSESSMENT AUTHORIZATION The undersigned hereby requests and authorizes the City of Eagan, Minnesota (Dakota County) to assess the following described property owned by it: Lots 3-5, Block 1, SummerBrooke 2nd Addition, City of Eagan, County of Dakota, Minnesota; for the benefit received from the following identified public improvement project: ITEM QUANTITY RATE AMOUNT Sanitary Sewer Trunk 3 lots $1,603.30/ lot $ 4,809.90 Water Lateral (Deferred 330 F.F. $ 39.75/F.F. $13,117.50 from Proj. 365) TOTAL $17,927.40 to be spread over fifteen (15) years at a rate of 4.0% per annum. The undersigned, for itself, its successors and assigns, hereby consents to the levy of these assessments, and further, hereby waives notice of any and all hearings necessary, and waives objections to any technical defects in any proceedings related to these assessments, and further waives the right to object to or appeal from these assessments made pursuant to this agreement, as provided for pursuant to Minnesota Statutes §429.081. (Signature pages to follow.) 2 WAIVER OF HEARING SPECIAL ASSESSMENT AUTHORIZATION (Signature page of Developer) DATED: _________________ DEVELOPER: HUNTER HOMES LLC By: ________________________________ Kurt Manley Its: Development Manager STATE OF MINNESOTA ) ) ss. COUNTY OF _________ ) The foregoing instrument was acknowledged before me this ____ day of ____________, 2018 by _______________________, the __________________ of HUNTER HOMES, LLC, a Minnesota limited liability company, on behalf of the limited liability company. ___________________________________ Notary Public 3 WAIVER OF HEARING SPECIAL ASSESSMENT AUTHORIZATION (Signature page of Owner) DEVELOPER: _________________________________________ Kurtis L. Manley, as trustee of the Brooke A. Manley Irrevocable Trust Agreement under Agreement dated April 23, 2018 STATE OF MINNESOTA ) ) ss. COUNTY OF _________ ) The foregoing instrument was acknowledged before me this ____ day of ____________, 2018 Kurtis L. Manley, as trustee of the Brooke A. Manley Irrevocable Trust Agreement under Agreement dated April 23, 2018. ___________________________________ Notary Public 4 WAIVER OF HEARING SPECIAL ASSESSMENT AUTHORIZATION (City approval page) APPROVED AS TO FORM: ______________________________ City Attorney's Office Dated: ________________________ APPROVED AS TO CONTENT: ______________________________ Public Works Department Dated: ________________________ THIS INSTRUMENT WAS DRAFTED BY: DOUGHERTY, MOLENDA, SOLFEST, HILLS & BAUER P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, Minnesota 55124 (952) 432-3136 RBB/kmw (206-40144) 1 EXHIBIT “D” SUMMERBROOKE 2nd ADDITION PRESSURE REDUCING VALVE AGREEMENT This Agreement, made and entered into the _____ day of ______________, 2018, by and between the City of Eagan, a municipality of the State of Minnesota, (hereinafter called the City), and the Owner and the Developer identified herein. The term "Developer" as used herein refers to Hunter Homes whose address is 755 Diffley Road, Eagan , Minnesota 55123. The term "Owner" as used herein refers to Kurtis L. Manley, as trustee of the Brooke A. Manley Irrevocable Trust Agreement under Agreement dated April 23, 2018, whose address is 755 Diffley Road, Eagan , Minnesota 55123. WHEREAS, the Developer has applied to the City for approval of the plat or subdivision known as SummerBrooke 2nd Addition, located within the City; and WHEREAS, the Owner and Developer agree to notify the proposed potential buyers of all lots within Lots 1-6, Block 1, are in a high water pressure zone and a pressure reducing valve shall be installed in each home below the elevation of 966 feet. All costs shall be the responsibility of the Owner and Developer and shall be installed to prevent damage due to high water pressure. NOW, THEREFORE, the City, Owner and Developer agree as follows: 1. Recording. This agreement shall be recorded with the Dakota County Recorder so as to provide notice to the owners of Lots 1-6, Block 1. The Owner shall provide and execute any and all documents necessary to implement the recording of this agreement. 2. Notice. The recording of this document shall constitute notice to all owners and future owners of property in the subdivision that Lots 1-6, Block 1, are in a high water pressure 2 zone and that a pressure reducing valve shall be installed in each home below the elevation of 966 feet. All costs shall be the responsibility of the Owner and Developer and shall be installed to prevent damage due to high water pressure. 3. Validity. If any portion, section, subsection, sentence, clause, paragraph or phrase of this agreement is for any reason held to be invalid, such decision shall not affect the validity of the remaining portion of this Contract. 4. Binding Agreement. The parties mutually recognize and agree that all terms and conditions of this recordable agreement shall run with the land herein described and shall be binding upon the heirs, successors, administrators and assigns of the owners and developers referenced in this Contract. (Signature pages to follow.) 3 PRESSURE REDUCING VALVE AGREEMENT SUMMERBROOKE 2nd ADDITION (Signature Page of City) CITY OF EAGAN: ________________________________ By: Mike Maguire Its: Mayor ________________________________ Attest: Christina M. Scipioni Its: City Clerk (SEAL) DEVELOPMENT CONTRACT APPROVED AS TO FORM: ______________________________ By: Eagan City Attorney Date: __________________________ DEVELOPMENT CONTRACT APPROVED AS TO CONTENT: _______________________________ By: Community Development Date: __________________________ STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) On this _____ day of _______________, 2018, before me a Notary Public within and for said County, personally appeared MIKE MAGUIRE and CHRISTINA M. SCIPIONI, to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and City Clerk of the City of Eagan, the municipality named in the foregoing instrument, and that the seal affixed on behalf of said municipality by authority of its City Council and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipality. _________________________________ Notary Public 4 PRESSURE REDUCING VALVE AGREEMENT SUMMERBROOKE 2nd ADDITION (Signature Page of Developer, Hunter Homes, LLC) DEVELOPER: Hunter Homes, LLC, a Minnesota limited liability company By: _________________________ Its: ______________________ STATE OF MINNESOTA ) ) ss. COUNTY OF _________ ) The foregoing instrument was acknowledged before me this ____ day of ____________, 2018 by _______________________, the __________________ of HUNTER HOMES, LLC, a Minnesota limited liability company, on behalf of the limited liability company. ___________________________________ Notary Public 5 PRESSURE REDUCING VALVE AGREEMENT SUMMERBROOKE 2nd ADDITION (Signature Page of Owner, Kurtis L. Manley, as trustee of the Brooke A. Manley Irrevocable Trust Agreement under Agreement dated April 23, 2018) __________________________________ Kurtis L. Manley, as trustee of the Brooke A. Manley Irrevocable Trust Agreement under Agreement dated April 23, 2018 STATE OF MINNESOTA ) ) ss. COUNTY OF _________ ) The foregoing instrument was acknowledged before me this ____ day of ____________, 2018 by Kurtis L. Manley, as trustee of the Brooke A. Manley Irrevocable Trust Agreement under Agreement dated April 23, 2018. ____________________________________ Notary public THIS INSTRUMENT WAS DRAFTED BY: DOUGHERTY, MOLENDA, SOLFEST, HILLS & BAUER P.A. 14985 Glazier Ave., Suite 525 Apple Valley, Minnesota 55124 (952) 432-3136 RBB/kmw (206-40144) FINAL PLANNED DEVELOPMENT AGREEMENT SummerBrooke 2nd Addition This Final Planned Development Agreement (“hereinafter “Agreement”) is made effective as of the ______ day of _____________ 2018, by and between the City of Eagan (hereinafter the "City"), a Minnesota municipal corporation, and Hunter Homes, LLC, a Minnesota limited liability company, and Kurtis L. Manley, as trustee of the Brooke A. Manley Irrevocable Trust Agreement under Agreement dated April 23, 2018 (hereinafter collectively the "Developer"). The "City" and the “Developer” are hereinafter collectively known as the "Parties". WHEREAS, the City Council of the City of Eagan is the official governing body of the City; and WHEREAS, the Owner is the fee owner of Lots 1-6, Block 1, SummerBrooke 2nd Addition (the “Property”); and WHEREAS, the development and use of the Property is governed by a Preliminary Planned Development Agreement dated _____, 2016 (“Planned Development Agreement”); and WHEREAS, the Development Agreement runs with the land until terminated and is binding upon the successors and assigns of the original owner and developer; and WHEREAS, the City Council of the City has found the Development Plans attached hereto as Exhibits B-C are found to be in conformance with the Development Agreement and the Parties hereby acknowledge that this agreement and the exhibits attached hereto constitute the Final Planned Development for the Property; and WHEREAS, the Advisory Planning Commission of the City did hold a public hearing on June 26, 2018 and found that the Development Proposal and recommended approval of the Development Proposal on the Property; and 2 WHEREAS, the City did review the Development Proposal in its entirety on July 17, 2018, and did concur with the recommendation of the Advisory Planning Commission; and WHEREAS, the plans attached hereto (Exhibits A – E) are found to be in conformance with the Development Proposal, and the Parties hereby acknowledge that this Agreement and the attached exhibits constitute the Final Planned Development for the Property. NOW, THEREFORE, it is hereby agreed to and between the Parties hereto as follows: 1. This Agreement applies only to the use of the Property. 2. This Agreement includes specific conditions to the Property as set forth in Exhibit A attached hereto. 3. The Owner shall use and develop the Property in conformance with the following plans attached hereto as Exhibits B-C. (A full size copy of these exhibits and any modifications thereto shall be on file with the City’s Community Development Department.) Exhibit B – Site Plan (revised to R-1 standards) dated _____________ Exhibit C – Tree Preservation Plan dated _____________ 4. This Agreement shall run with the Property until terminated and shall be binding upon the owners and assigns of the Owner. 5. All site improvements including lighting, signage, landscaping, and paved surfaces, shall be maintained in good repair. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date and year first above written. (Signature pages to follow.) 3 Preliminary and Final Planned Development Agreement SummerBrooke 2nd Addition (Signature Page for the City) CITY OF EAGAN, a Minnesota municipal corporation __________________________________ By: Mike Maguire Its: Mayor ___________________________________ By: Christina M. Scipioni Its: Clerk APPROVED AS TO CONTENT: APPROVED AS TO FORM: ________________________________ __________________________________ By: City Planner By: City Attorney STATE OF MINNESOTA ) ) ss COUNTY OF DAKOTA ) On this ________________ day of ____________________ 2018 before me a Notary Public within and for said County personally appeared Mike Maguire and Christina M. Scipioni to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and Clerk of the City of Eagan, the municipality named in the foregoing instrument, and that the seal affixed in behalf of said municipality by authority of its City Council and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipality. __________________________________ Notary Public 4 Preliminary and Final Planned Development Agreement SummerBrooke 2nd Addition (Signature Page for the Developer, Hunter Homes, LLC) Hunter Homes, LLC, a Minnesota limited liability company By: _______________________________ Its: ____________________________ STATE OF MINNESOTA ) ) ss COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this __________ day of __________________, 2018, by __________________________________, the ___________________ of Hunter Homes, LLC, a Minnesota limited liability company, on behalf of the limited liability company. ___________________________________ Notary Public 5 Preliminary and Final Planned Development Agreement SummerBrooke 2nd Addition (Signature Page for the Developer, Kurtis L. Manley, as trustee of the Brooke A. Manley Irrevocable Trust Agreement under Agreement dated April 23, 2018) _______________________________ Kurtis L. Manley, as trustee of the Brooke A. Manley Irrevocable Trust Agreement under Agreement dated April 23, 2018 STATE OF MINNESOTA ) ) ss COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this __________ day of __________________, 2018, by Kurtis L. Manley, as trustee of the Brooke A. Manley Irrevocable Trust Agreement under Agreement dated April 23, 2018. ___________________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 (952) 953-8840 (RBB: 206-40144) EXHIBIT A 1. The property shall be subdivided and platted prior to Final Planned Development approval. 2. The developer shall execute a Preliminary Planned Development Agreement which includes the following plans.  Site Plan (revised to R-1 standards)  Tree Preservation Plan 3. A Final Planned Development Agreement shall be executed prior to issuance of any building permits. The Final Planned Development Agreement shall be recorded against the property at the Dakota County Recorder’s office. The following plans are necessary for each Final Planned Development Agreement:  Site Plan (revised to R-1 standards)  Tree Preservation Plan 4. The term of the Preliminary Planned Development shall be five (5) years. 5. All lots shall meet the R-1 bulk standards; specifically, minimum 85’ width, 12,000 sq. ft. in area and maximum 20% building coverage. 6. 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. 7. 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. 8. Erosion control measures shall be installed and maintained in accordance with City code and engineering standards. 9. Minnesota Wetland Conservation Act Rules (Minn. Rules Ch. 8420) and Eagan’s Wetland Protection and Management Regulations (City Code §11.67) shall apply to the development. 10. A conservation easement, in a form acceptable to the city attorney, shall be provided over the wetland and wetland buffer as delineated and approved by the city engineer. 11. 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 (or Alternative Stormwater Management Designs, if fully documented, including on-site testing results and if accepted by the City Engineer) on the site’s new impervious surface area (including effective soil remediation for the site’s disturbed soils that are to be revegetated). 12. The applicant shall provide adequately sized pre-treatment (e.g. forebay, etc.) at, or immediately upstream of, all stormwater management facility (e.g. infiltration/filtration basin) inlets to provide for effective capture and easily-accessible cleanout of fine-sand sized particles and floatable pollutants. Details shall be included in applicable plan sheet(s). 13. The applicant shall provide unobstructed equipment access paths (without obstructions from grading, private utilities, landscaping, trees/branches, large shrubs, etc.), from street-edge to all surface stormwater facilities’ inlets and outlets. The unobstructed equipment access path (e.g. 15’ width reinforced turf system from street edge to all forebay and filtration basin inlet and outlet areas) shall be capable of fully supporting typical maintenance/excavation equipment, for periodic maintenance access to the surface storm water facilities. 14. The applicant shall provide the City with soil boring logs prior to receiving city approval to permit land disturbing activity from a minimum of four soil -borings within any proposed infiltration/filtration area, extending a minimum of 10’ below the bottom of the proposed infiltration/filtration feature, to evaluate and ensure suitability (or properly document for limitations) of infiltration. If the soil boring logs and on-site infiltration testing indicate incompatibility of existing sub-soil permeability with the submitted and reviewed design plans for meeting volume control requirements, the applicant shall revise the design and/or construction plans (e.g. over-excavation/soil-amendment depth, etc.), or at the direction and acceptance of the City Engineer shall proceed with Alternative Stormwater Volume Control Designs, to ensure volume control requirements are fully met, to the satisfaction of the City Engineer. 15. The applicant shall provide construction details, prior to receiving city approval to permit land disturbing activity, of the proposed infiltration/filtration system for City review/acceptance by the City Engineer and include in construction plans. Construction details shall include infiltration/filtration basin cross-section(s), construction sequencing/protection/restoration notes, sizing/volume tables, details for stable inlets/outlets/emergency overflows, unobstructed inspection/maintenance access areas to inlets/outlets, soil amendment criteria, live planting, seeding and temporary/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, etc.). 16. Prior to receiving city approval to permit land disturbing activity, the property owner shall provide detailed Soil Management Strategies for City review, and acceptance by the City Engineer, that provide clear assurances that by final grading, prior to installation of any irrigation and plantings, 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 no less than 5% soil organic matter content and less than 200 psi of soil compaction in the top 12” of topsoil, to comply with Volume Control requirements. These graphical details, soil remediation area graphical depictions/keys 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.) to clearly convey requirement to the contractors involved. 17. Prior to receiving a Certificate of Occupancy for any affected residential construction, Soil Management Strategy implementation documentation (e.g. 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. 18. During infiltration/filtration system area over-excavation/sub-soil work, the applicant shall provide the City Water Resources staff with 24-hour advance notice of the occurrence of infiltration verifications and also prior to any excavation and/or soil backfilling within the infiltration practice. 19. The applicant shall provide the City Engineer as-built plans before the City returns any Stormwater-related Performance Financial Guarantees on the development site, that demonstrate that all constructed stormwater conveyance structures, stormwater management facilities (forebays, infiltration/filtration practices, etc.), and soil management strategies conform to design and/or construction plans, as approved by the City. As-built volumes (for retention) shall be provided for the forebay and infiltration/filtration practices. 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. 20. All existing well and septic systems on the site shall be abandoned in accordance with Dakota County and City standards as part of this development. Well sealing records shall be provided to the City. 21. This development shall be subject to a cash parks dedication of three lots payable at the time of Final Subdivision at the rates then in effect minus the wetland and buffer conservation area. 22. This development shall be subject to a cash trail dedication of three lots payable at the time of Final Subdivision at the rates then in effect. 23. If Lot 4 is subdivided in the future, additional park dedication and trail dedication shall be required for the new lot. 24. A performance guarantee shall be provided to ensure the preservation of all signifi cant trees located within fifteen feet (15’) of the construction zone. Based on the Tree Preservation Plan, the required performance guarantee calculates to $2,675.00. 25. The applicant shall contact the City Forestry Division and set up a pre-construction site inspection at least five days prior to the issuance of the grading permit to ensure compliance with the approved Tree Preservation Plan and placement of the Tree Protection Fencing. 26. The shed located upon Lot 5 shall be removed prior to recording of the Final Plat. BLOOMINGTONBURNSVILLEMENDOTA HEIGHTS APPLE VALLEY ROSEMOUNT INVERGROVEHEIGHTS§¨¦494 §¨¦35E §¨¦35E §¨¦35E $+32 $+32 !(43 !(43 !(28 !(28 $+26 $+26 $+31 $+31 $+31 !(30 !(30 !(30 ÕÇ13 ÕÇ13 ÕÇ55 ÕÇ55 ÕÇ149 ÕÇ149 ÕÇ149 ÕÇ3 ÕÇ3 ÕÇ77 CLIFF RD DIFFLEY RD YANKEE DOODLE RD H WY 1 4 9 LEXINGTON AVEPILOT KNOB RDHWY 77HWY 13I - 35EHWY 55 I - 494 PILOT KNOB RDCLIFF RD CORPORATE CENTER DR. CORPORATE CENTER CUR. TRAPP RD. EAG. INDUST. RD. EAG. INDUST. RD.WEST SERVICE RD.EAGANDALECT.CENTERCT.EAGANDALEB L V D B L U EGE N TIAN ROAD VIKING S P ARKWAY CO M M ERSDR.WATERS R D.LON E OA KPKWY.LONE OAK D R. COURTHOUSELN.HOLIDAY LN.APOLLO RD. ALDRIN DR.MIKE COLLINS DR.LUNARLN.GEMINI RD.NEIL ARMSTRONG BLVD.LONE OAKCIRAMESCROSSINGR O AD O'NEILL DR OPPERMAN DR.DODD RD.PROMENADEAVE.CLUBVIEW DR.DENMARK AVE.DENMARK AVE.YANKEE PL.O'LE A R Y LNTOWNCENTREDR IVE DUCKWOOD DR.FEDERAL DR.CENTRALP A R K W A Y HIGH SITE DR. NORWEST DR. 81ST ST. W A SHNTNDR.FOUR OAKS RD.COACHMAN RD.MEADOWVIEW RD. ALEXANDER RD.TERMINAL DR.YANKEE DR.C O M AN C HE RD. SHAWNEE RD.SENE C ARD.KENNEBEC DR.NICOLS RD. SILVER BELL RD.CEDAR GROVE PKWY.NICOLS RD.ERIN DR.OLD SIB HWY.OLD SIB MEM HWY.RAHN RD.CLIFF L AKERD.SLATER RD.RAHN WAY RAH N CLIFFCT.BLACKHAWK RD.BLACKHAWK RD.GALAXIE AVE.JOHNNY CAKE RIDGE RD.THO M A SLAKERD.THOM.CEN TE R DR .WILD E R NESSRUNRD.DEER W OOD DR. NORTHVIEW PARK RD. WESCOTT RD.DODD RD.E L R E NERD. D OD D R D . RED PINE LN. NORT H W OODPKWY.MN Hwy 7 7 Cliff Road (Co. Rd. 32)Lexington Ave (Co Rd 43)Blackhawk Rd.Dodd Rd.Butwin Road Deerwood Dr. Wilderness Run Rd Duckwood Dr.Rahn RoadGalaxie Ave.Elr e n e Ro a d Northview Park Rd. Yankee Doodle Rd. (Co. Rd. 28) E l r e n e R d .JohnnyCakeRdgRd.Town Center Dr. Tho m a s LakeRd.Slater Rd.Braddock Tr.Federal DrivePilot Knob Road (Co. Rd. 31)CliffLakeRd.Cedar Grove Pkwy.Lone Oak Dr. Silver Bell Rd. Lexington Pt. Pkwy. N orth w oodPa r k w ay Crestridge Dr.Dodd RoadTowerview Rd.Denmark Ave Wescott Road Nicols Rd. Cliff Road (Co. Rd. 32) Lone Oak Rd. (Co. Rd. 26) Vikings P k wy. R edPin e Ln. Diffley Road (Co. Rd. 30) I-494 MN HWY 55 MN HWY 149MN H WY 1 4 9 MN HWY 55 Ma p of Location for Pr oposedEasement VacationsLots 1 & 2 of Block 2, Lot 2 of Block 3& 755 Dif fley Road q FIG . 1 Date : 10/11/2018File: L:\USER\ENGINEER\TSTRID\EASEMENT VACATIONS\SUMMERBROOKE Location of Propo sedEasement Vacation FIG 2 FIG 3 Agenda Information Memo October 16, 2018 Eagan City Council Meeting PUBLIC HEARING H. Outlot A, Kieffer Addition and Outlot B, Hills of Stonebridge Easement Vacation Action To Be Considered: Close the public hearing and continue consideration of the vacation of public drainage and utility easements on Outlot A Kieffer Addition, and Outlot B Hills of Stonebridge. Facts:  On September 4, 2018, City staff received a petition from Mrs. Barbara McMahon, the owner of Outlot A Kieffer Addition, and Outlot B Hills of Stonebridge Addition (3955 Dodd Rd), requesting the vacation of existing public drainage and utility easements within those parcels.  The easements requested to be vacated were originally dedicated with the original plats, at no cost to the City.  The purpose of the request is to allow the re -platting of the property, cleaning up the plat by avoiding any underlying recorded dedications.  All necessary public drainage and utility easements on the property will be dedicated as part of a new plat (Haven Woods), at no cost to the City. The final plat of Haven Woods will be considered at a future Council meeting.  Notices for a public hearing have been published in the legal newspaper and sent to all potentially affected and/or interested parties for comment prior to the public hearing. No objections to the vacation have been received.  This vacation request has been reviewed by the Public Works Department (Engineering Division) and found to be in order for favorable Council action in conjunction with an approval of the final plat at a future date. Attachments (2) PHH-1 Location Map PHH-2 Legal Description Graphic BLOOMINGTONBURNSVILLEMENDOTA HEIGHTS APPLE VALLEY ROSEMOUNT INVERGROVEHEIGHTS§¨¦494 §¨¦35E §¨¦35E §¨¦35E $+32 $+32 !(43 !(43 !(28 !(28 $+26 $+26 $+31 $+31 $+31 !(30 !(30 !(30 ÕÇ13 ÕÇ13 ÕÇ55 ÕÇ55 ÕÇ149 ÕÇ149 ÕÇ149 ÕÇ3 ÕÇ3 ÕÇ77 CLIFF RD DIFFLEY RD YANKEE DOODLE RD H WY 1 4 9 LEXINGTON AVEPILOT KNOB RDHWY 77HWY 13I - 35EHWY 55 I - 494 PILOT KNOB RDCLIFF RD CORPORATE CENTER DR. CORPORATE CENTER CUR. TRAPP RD. EAG. INDUST. RD. EAG. INDUST. RD.WEST SERVICE RD.EAGANDALECT.CENTERCT.EAGANDALEBL VD B L U E GE N TIAN ROAD VIKING S P ARKWAY CO M M ERSDR.WATERS R D.LON E OA KPKWY.LONE OAK D R. COURTHOUSELN.HOLIDAY LN.APOLLO RD. ALDRIN DR.MIKE COLLINS DR.LUNARLN.GEMINI RD.NEIL ARMSTRONG BLVD.LONE OAKCIRAMESCROSSINGR O A D O'NEILL DR OPPERMAN DR.DODD RD.PROMENADEAVE.CLUBVIEW DR.DENMARK AVE.DENMARK AVE.YANKEE PL.O'LE A R Y LNTOWNCENTREDRIVE DUCKWOOD DR.FEDERAL DR.CENTRALP A R K W A Y HIGH SITE DR. NORWEST DR. 81ST ST. W A S HNTNDR.FOUROAKS RD.COACHMAN RD.MEADOWVIEW RD. ALEXANDER RD.TERMINAL DR.YANKEE DR.C O M ANC HE R D. SHAWNEE RD.SENE C ARD.KENNEBEC DR.NICOLS RD. SILVER BELL RD.CEDAR GROVE PKW Y.NICOLS RD.ERIN DR.OLD SIB HWY.OLD SIB MEM HWY.RAHN RD.CLIFF L AKERD.SLATER RD.RAHN WAY RAH N CLIFFCT.BLACKHAWK RD.BLACKHAWK RD.GALAXIE AVE.JOHNNY CAKE RIDGE RD.THO M A SLAKERD.THOM.CEN TE R DR .WILD E R NESSRUNRD.DEER W OOD DR.NORTHVIEW PARK RD. WESCOTT RD.DODD RD.E L R E NERD. D OD D R D . RED PINE LN. NORTH W OODPKWY.MN Hwy 7 7 Cliff Road (Co. Rd. 32)Lexington Ave (Co Rd 43)Blackhawk Rd.Dodd Rd.Butwin Road Deerwood Dr. Wilderness Run Rd Duckwood Dr.Rahn RoadGalaxie Ave.Elr e n e Ro a d Northview Park Rd. Yankee Doodle Rd. (Co. Rd. 28) E l r e n e R d .JohnnyCakeRdgRd.Town Center Dr. Tho m a s LakeRd.Slater Rd.Braddock Tr.Federal DrivePilot Knob Road (Co. Rd. 31)CliffLakeRd.Cedar Grove Pkwy.Lone Oak Dr. Silver Bell Rd. Lexington Pt. Pkwy. N orth woodPa r k w ay Crestridge Dr.Dodd RoadTowerview Rd.Denmark Ave Wescott Road Nicols Rd. Cliff Road (Co. Rd. 32) Lone Oak Rd. (Co. Rd. 26) Vikings P k wy. R edPin e Ln. Diffley Road (Co. Rd. 30) I-494 MN HWY 55 MN HWY 149MN H WY 1 4 9 MN HWY 55 Map of Location for Pr oposedEasement VacationOutlot A, Kief fer Addition and Outlot B , Hills ofStonebridge q FIG. 1 Date: 9/7/2018File: L:\USER\ENGINEER\TSTRID\EASEMENT VACATIONS\HAVENWOODS FIG 2 Agenda Information Memo October 16, 2018, Eagan City Council Meeting NEW BUSINESS A. Comprehensive Guide Plan Amendment, Rezoning, Preliminary Planned Development and Preliminary Subdivision – Southview Senior Living Actions To Be Considered: To implement a Comprehensive Guide Plan Amendment to change the land use designation from BP (Business Park) to HD (High Density Residential) upon approximately 7.9 acres located in the NE quadrant of Lexington Avenue and Yankee Doodle Road. To approve (OR direct preparation of findings of fact for denial for) a Rezoning from BP to PD, Planned Development, upon approximately 7.9 acres located in the NE quadrant of Lexington Avenue and Yankee Doodle Road. To approve (OR direct preparation of findings of fact for denial for) a Preliminary Planned Development to allow a 4-story senior housing facility with a preschool upon approximately 7.9 acres located in the NE quadrant of Lexington Avenue and Yankee Doodle Road, subject to the conditions listed in the Advisory Planning Commission minutes. To approve (OR direct preparation of findings of fact for denial for) a Preliminary Subdivision of approximately 39 acres to create two lots located at 3355 Discovery Road, subject to the conditions listed in the Advisory Planning Commission minutes. Required Votes For Approval:  Comprehensive Guide Plan Amendment – At least four votes  Rezoning and Preliminary Planned Development – At least three votes  Preliminary Subdivision – Majority of Councilmembers present New information is in a bold font. Facts:  The City Council tabled the item at their meeting on September 17, 2018 to allow City staff to work with the developer on a “Pocket Park” design.  The Applicant met with Andrew Pimental, Director of Parks and Recreation, and designed a proposed layout.  To ensure public access to the amenity, a condition of approval should be added that reads, “The Applicant shall enter into a Public Access Agreement with the City subject to review and approval by the City Attorney.” Comprehensive Guide Plan Amendment:  The proposed land use amendment would change the designation of the subject site to HD, High Density Residential, 12+units/acre, allowing for a senior care facility and preschool upon 7.9 acres.  The proposed development density is approximately 22 units/acre.  On May 1, 2018, the City Council directed the Comprehensive Guide Plan Amendment to be sent to the Metropolitan Council for review.  The Metropolitan Council approved the proposed Comp Plan Amendment on June 27, 2018, allowing the City to implement the land use amendment. Rezoning and Preliminary Planned Development:  The subject site is currently zoned BP (Business Park) and is surrounded by varied uses including office/warehouse/showroom, data center, private school and multi-family residential.  A 277,000 SF industrial building is located on the northern 32 acres of the property.  The Site Plan identifies a new 173 unit Senior Living facility with a preschool for 34 students on the southern parcel.  97 surface and 71 underground parking stalls as well as proof-of-parking are proposed for a total of 200 stalls. The site can accommodate additional parking.  The site is heavily treed with mature trees and elevations ranging from approximately 915 to 865.  Deviations from typical City Code standards include the following, which can be accommodated through the proposed PD zoning:  Building setback less than additional required due to height above 35’  Storage space  Off-site signage  The acceptability of the PD with deviations to typical City Code standards is a policy matter to be determined by City officials. Preliminary Subdivision:  The applicant is requesting approval of a subdivision to create two lots which meet the subdivision requirements.  The access for Lot 1 will remain the same. Lot 2 will receive access from Discovery Road.  The APC held a Public Hearing on August 28, 2018 and did recommend approval. Issues: None 60-Day Agency Action Deadline: November 15, 2018 Attachments: (7) NBA-1 Location Map NBA-2 August 28, 2018, APC Meeting Minutes NBA-3 Planning Report NBA-4 Report Exhibits NBA-5 September 17, 2018, City Council Meeting Minutes NBA-6 Pocket Park Site Plan NBA-7 Public Correspondence SAWGRAS S T R E SPRINGWO O D P A T H TOWNCENTREDRIVEPROMENADE AVECOUNTY ROAD NO.43 (LEXINGTON AVE.)TRAILS END RDWESCOTTSQUARELUNAR LANETOWN CENTRE DRDISCOVERY RDK I T T I WA KE CIR EAGANDALEPLACEINTERSTATE HWY. NO. 35ESTATION TRLWIDGEONWAYALDRINDRIVESAWGRASSTRLWNWOODTRAILDUCKWOODTRAILDENMARKAVEBLUEJAYWAYSABETTY LNDUCKWOOD DRTHORWOOD CTNORTHWOOD PKWYNORTHWOODCIRYONE OAK ROAD)WOODLAND COURTCHESTNUT LNWOLFBERRY CTDENMARK AVENGTON AVE.)NEIL ARMSTRONG BLVDMERGANSER CTSAWGRAS S T R W DUCKWOOD DRIVECOLUMBIA DRGOLFVIEWDRAPOD NO.28 (YANKEE DOODLE ROAD)WIDGEONWAYTOWNCENTREDRIVEWESCOTT WOODLANDSMONARCHTRLWILD ROSE CTSAWGRASSTRLE C.S.A.H. NO.26 (LONE OAK RD.)DCT.GEMINIRDO 'LEARYLA N ECLUBVIEWDR S P O O N B IL L C IR K ICO. HWY. NO. 28 (YANKEE DOODLE RTRAILCTAPOLLOROADMoonshineParkO'LearyLake ParkWescottCommons ParkLocation Map01,000500Feet´§¨¦35E§¨¦494Cliff RdDiffley RdYankee Doodle RdLone Oak RdMap Area ExtentProject Name: Eagan Sr LivingRequestV:5H]RQLQJ3UHOLPLQDU\3ODQQHG'HYHORSPHQW3UHOLPLQDU\6XEGLYLVLRQCase No V.: 5=3'36Subject Site Advisory Planning Commission August 28, 2018 Page 17 of 38 C. Eagan Senior Living Applicant Name: John Myhre, Southview Senior Living Location: 3355 Discovery Road; Lot 1, Block 1, Eagandale Corp Center No. 2 Application: Rezoning A Rezoning from BP, Business Park to PD, Planned Development. File Number: 11-RZ-06-07-18 Application: Preliminary Planned Development A Preliminary Planned Development to allow a 173-unit senior living building with a daycare on 7.63 acres. File Number: 11-PD-03-07-18 Application: Preliminary Subdivision A Preliminary Subdivision to create 2 lots. File Number: 11-PS-07-07-18 Planner Thomas introduced this item and highlighted the information presented in the City Staff report dated August 21, 2018. John Myhre stated they were in agreement with conditions and available for questions. Member Vanderpoel asked about the storage requirements. Mr. Myhre stated storage was available in the basement and within the units. Member Goff asked if the senior market was reaching saturation. Lance Lemieux, President of Southview Senior Living, stated that he did not believe so. He shared that their existing Eagan building is 100% leased and that they currently have a 100 person waiting list for independent living units for that building. Member Weimert asked what would be done if the preschool operation fails. Mr. Lemieux stated they would not seek to add a different use in that space. Chair Vanderpoel opened the public hearing. A resident on Golfview Drive stated she is concerned with traffic as motorists in the area speed through Golfview Drive to avoid the Lexington/Yankee intersection. She also stated that she did not understand the preschool addition. Mike Rand, Faithful Shepherd School, stated his concern for not receiving a mailed notice about the proposal, traffic, construction parking, access to the site, could t he senior living use be changed to market-rate apartments in the future and he asked if there was a market study Advisory Planning Commission August 28, 2018 Page 18 of 38 done to determine the likely success and the impact the preschool operation would have on their preschool. There being no further public comment, Chair Vanderpoel closed the public hearing and turned the discussion back to the Commission. City Planner Ridley explained that Golfview Drive is a public street, the 350’ notice requirement is required by State Statute, traffic will be affected to some degree as Discovery Road provides the only access to the development site, construction traffic would not be allowed to impede traffic on Discovery Road, that a market study for the preschool was not required and that the City does not restrict the number of like-uses within the City and that any future change in use would require separate approvals by the City. Member Weimert moved, Member Torres seconded a motion to recommend approval of a Rezoning from BP, Business Park, to PD, Planned Development, upon approximately 7.68 acres located in the NE quadrant of Lexington Avenue and Yankee Doodle Road. All voted in favor. Motion carried 7-0. Member Weimert moved, Member Torres seconded a motion to recommend approval of a Preliminary Planned Development for a 4-story, 173-unit senior housing facility for independent living, assisted living and memory care, as well as a preschool, upon approximately 7.68 acres located in the NE quadrant of Lexington Avenue and Yankee Doodle Road, subject to the following conditions: 1. A Preliminary Planned Development Agreement shall be executed and recorded with the Dakota County Recorder’s office. The following exhibits shall be made part of the Preliminary Planned Development Agreement:  Site Plan  Building Elevations  Landscape Plan  Tree Preservation & Mitigation Plan  Site Lighting Plan  Signage Plan  Telecommunications Plan  Utility Plan 2. This Preliminary Planned Development shall have a term of five (5) years. 3. The property shall be platted. 4. The Plat shall be revised to include the northerly parcel which is part of the Subdivision. Advisory Planning Commission August 28, 2018 Page 19 of 38 5. The Planned Development provides for a four-story 173-unit senior housing facility with underground parking and a preschool. 6. The proposed setback measurements shall be accurately sho wn on the Site Plan. 7. Building height above 35’ shall be permitted per the Final Building Elevations. 8. Deviations to building setbacks and off-site signage shall be permitted as shown on the Final Site Plan. 9. Building address numbers shall be installed consistent with the provisions of Section 2.78 of City Code. 10. The applicant shall submit a proposal/infrastructure plan to be approved by staff to provide telecommunications fiber to the senior facility (FTTH) or conduit to the site to permit third party providers to install FTTH within the development. 11. The garage doors shall be painted to match the building exterior. 12. All mechanical equipment shall be screened in accordance with the provisions of the City’s zoning code. The ground mounted equipment shall be shown on the Site Plan and screened from off-site views. Roof mounted vents and other appendages shall match the roof color. 13. The monument sign shall be subject to City Sign Code standards with a maximum 7’ in total height. A Sign Permit is required prior to sign installation. 14. The applicant shall enter into a Sign Agreement in a form acceptable to the City Attorney for the directional signage for Skyline Displays. 15. The Lighting Plan shall be revised to identify the fixtures to be dark sky-compliant lights with no light trespass and without glare. 16. The Landscape Plan shall be revised to incorporate foundation plantings adjacent to the building, focusing on areas where sod maintenance may prove difficult due to the offsets of the building. 17. The applicant shall replace impacted trees shall be elsewhere on site if proof-of-parking is necessary to be built out in the future. 18. The Planting Plan shall be revised to include the two unmarked trees and the Plant Schedule shall be revised to include the 20 Ivory Silk Lilac as shown on the plan. Advisory Planning Commission August 28, 2018 Page 20 of 38 19. In accordance with Section 11.70, Subd. 12-B-3 of the City Code, a financial guarantee for the site landscaping shall be submitted at the time of Building Permit application. The guarantee shall cover two calendar years following satisfactory completion and shall be released only upon inspection and written notice of conformance by the city. For any landscaping that is unacceptable, the applicant shall replace the material to the satisfaction of the city before the guarantee is released. Where this is not done, the city, at is sole discretion, may use the proceeds of the performance guarantee to accomplish performance. 20. The applicant shall fulfill tree mitigation requirements through the installation of one - hundred eighty (180) Category B trees. 21. The applicant shall ensure the survival of preserved trees via a) Performance Guarantee payment of $3,475.00, and b) protection of the tree’s critical root zones through the placement of required Tree Protective measures (i.e. orange colored silt fence or 4-foot polyethylene laminate safety netting), to be installed at the Drip Line or at the perimeter of the Critical Root Zone, whichever is greater. 22. The applicant shall contact the City Forestry Division and set up a pre-construction site inspection at least five days prior to the issuance of the grading permit to ensure compliance with the approved Tree Preservation Plan and placement of the Tree Protection Fencing. 23. The Development shall be responsible for a cash Park Dedication of $601,175 collecte d with the Final Plat. 24. The Development shall be responsible for a cash Trail Dedication of $44,364 collected with the Final Plat. 25. 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. 26. The applicant shall enter into an encroachment agreement for any retaining wall and entrance monument located within a drainage and utility easement, in a form acceptable to the City Attorney. 27. This development shall provide hydrant spacing and locations in accordance with City Fire Department and Public Works standards. Advisory Planning Commission August 28, 2018 Page 21 of 38 28. 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. 29. Prior to receiving city approval to permit land disturbing activity, the p roperty 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 pl ant 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. 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. 30. Prior to receiving city approval to permit land disturbing activity, the applicant shall provide to the City a minimum of two soil boring logs within the footprint of any proposed infiltration area, extending a minimum of 10’ below the bottom of the proposed infiltration feature with continuous sampling, to evaluate and ensure suitability for infiltration, including depth to saturated soils. If the soil boring logs indicate incompatibility of existing sub-soil permeability, or shallow groundwater conflict, with the submitted and reviewed design plans for meeting volume control requirements, the applicant shall revise the design and/or construction plans to ensure volume control requirements are fully met for the mitigated impervious drainage area, to the satisfaction of the City Engineer. 31. 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, sizing/volume tables to demonstrate compliance with minimum volume control retention including detailing drainage areas for the proposed basin, details for stable inlets/outlets/emergency overflows, unobstructed inspection/maintenance access areas to inlets/outlets, soil amendment criteria, planting details (including live planting at 18-inch on-center spacing Advisory Planning Commission August 28, 2018 Page 22 of 38 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 pr otected 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.). 32. During infiltration system (basin and underground) 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, iron-sand filter over drain-tile, 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. 33. The applicant shall clarify underground stormwater infiltration system details, including that a) no geosynthetic fabric will be installed below the chambers, with the exception of any isolator row and the sides and top of the underground system, b) sub -soils shall have be of appropriate composition and minimal compaction to ensure a dequate infiltration capability; c) no limestone material is allowed beneath, between or immediately on top of the chamber system, d) 10-inch minimum diameter inspection ports will be provided on all chamber rows, and e) physical access via manhole will be provided to the isolator row for inspection and maintenance. 34. 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 (e.g. infiltration basin, underground infiltration system) 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. 35. 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 Advisory Planning Commission August 28, 2018 Page 23 of 38 operation and performance of the permanent stormwater management system, in a form acceptable to the City Attorney. 36. 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), pipe galleries, infiltration basin, CDS structures, wet pond, 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 pond and infiltration basin. Video of final inspection of clean underground pipe gallery 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. 37. The developer shall be responsible to restore the street, curb and gutter, and boulevard damaged by installation of utilities and the driveway entrance, in a manner acceptable to the City Engineer. 38. The applicant shall submit a proposal/infrastructure plan to be approved by staff to provide telecommunications fiber to the premises (FTTP). The applicant shall provide a civil drawing plan for outside plant (including handholes and conduit path) work as well as an electrical plan for inside plant work to be reviewed and approved by City staff. This development shall include the installation of fiber optic cable in its construction plans at the time of Building Permit. 39. The applicant shall provide a contractor parking plan in a form acceptable to the City Engineer, at the time of Final Subdivision approval. 40. The applicant shall be responsible for the acquisition of all regulatory agency permits required by the affected agency prior to final plat approval. 41. If parking is found to be inadequate, then the parking shall be constructed in a manner acceptable to the City Engineer. All voted in favor. Motion carried 7-0. Member Weimert moved, Member Torres seconded a motion to recommend approval of a Preliminary Subdivision (Eagan Senior Living) to create 2 lots upon approximately 39 acres located at 3355 Discovery Road, subject to the following conditions: Advisory Planning Commission August 28, 2018 Page 24 of 38 1. The applicant shall comply with these standards conditions of plat approval as adopted by Council on February 2, 1993: A1, B1, B2, B3, B4, C1, C2, C4, E1, F1, G1 and H1 2. The property shall be platted. 3. The Plat shall be revised to include the northerly parcel which is part of the Subdivision. 4. The following plans shall be revised and submitted prior to Final Subdivision approval:  Site Plan  Building Elevations  Landscape Plan  Tree Preservation & Mitigation Plan  Site Lighting Plan  Signage Plan  Telecommunications Plan  Utility Plan 5. The Preliminary Planned Development shall have a term of five (5) years. 6. The Planned Development provides for a four-story 173-unit senior housing facility with underground parking and a preschool. 7. The proposed setback measurements shall be accurately shown on the Site Plan. 8. Building height above 35’ shall be permitted per the Final Building Elevations. 9. Deviations to building setbacks and off-site signage shall be permitted as shown on the Final Site Plan. 10. Building address numbers shall be installed consistent with the provisions of Section 2.78 of City Code. 11. The applicant shall submit a proposal/infrastructure plan to be approved by staff to provide telecommunications fiber to the senior facility (FTTH) or conduit to the site to permit third party providers to install FTTH within the development. 12. The garage doors shall be painted to match the building exterior. 13. All mechanical equipment shall be screened in accordance with the provisions of the City’s zoning code. The ground mounted equipment shall be shown on the Site Plan and screened from off-site views. Roof mounted vents and other appendages shall match the roof color. Advisory Planning Commission August 28, 2018 Page 25 of 38 14. The monument sign shall be subject to City Sign Code standards with a maximum 7’ in total height. A Sign Permit is required prior to sign installation. 15. The applicant shall enter into a Sign Agreement in a form acceptable to the City Attorney for the directional signage for Skyline Displays. 16. The Lighting Plan shall be revised to identify the fixtures to be dark sky-compliant lights with no light trespass and without glare. 17. The Landscape Plan shall be revised to incorporate foundation plantings adjacent to the building, focusing on areas where sod maintenance may prove difficult due to the offsets of the building. 18. The applicant shall replace impacted trees shall be elsewhere on s ite if proof-of-parking is necessary to be built out in the future. 19. The Planting Plan shall be revised to include the two unmarked trees and the Plant Schedule shall be revised to include the 20 Ivory Silk Lilac as shown on the plan. 20. In accordance with Section 11.70, Subd. 12-B-3 of the City Code, a financial guarantee for the site landscaping shall be submitted at the time of Building Permit application. The guarantee shall cover two calendar years following satisfactory completion and shall be released only upon inspection and written notice of conformance by the city. For any landscaping that is unacceptable, the applicant shall replace the material to the satisfaction of the city before the guarantee is released. Where this is not done, the city, at is sole discretion, may use the proceeds of the performance guarantee to accomplish performance. 21. The applicant shall fulfill tree mitigation requirements through the installation of one - hundred eighty (180) Category B trees. 22. The applicant shall ensure the survival of preserved trees via a) Performance Guarantee payment of $3,475.00, and b) protection of the tree’s critical root zones through the placement of required Tree Protective measures (i.e. orange colored silt fence or 4-foot polyethylene laminate safety netting), to be installed at the Drip Line or at the perimeter of the Critical Root Zone, whichever is greater. 23. The applicant shall contact the City Forestry Division and set up a pre-construction site inspection at least five days prior to the issuance of the grading permit to ensure compliance with the approved Tree Preservation Plan and placement of the Tree Protection Fencing. 24. The Development shall be responsible for a cash Park Dedication of $601,175 collecte d with the Final Plat. Advisory Planning Commission August 28, 2018 Page 26 of 38 25. The Development shall be responsible for a cash Trail Dedication of $44,364 collected with the Final Plat. 26. 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. 27. The applicant shall enter into an encroachment agreement for any retaining wall and entrance monument located within a drainage and utility easement, in a form acceptable to the City Attorney. 28. This development shall provide hydrant spacing and locations in accordance with City Fire Department and Public Works standards. 29. 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. 30. Prior to receiving city approval to permit land disturbing activity, the pro perty 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 plan t 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 aff ected construction, Soil Management Strategy implementation documentation (e.g. 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. 31. Prior to receiving city approval to permit land disturbing activity, the applicant shall provide to the City a minimum of two soil boring logs within the footprint of any Advisory Planning Commission August 28, 2018 Page 27 of 38 proposed infiltration area, extending a minimum of 10’ below the bottom of the proposed infiltration feature with continuous sampling, to evaluate and ensure suitability for infiltration, including depth to saturated soils. If the soil boring logs indicate incompatibility of existing sub-soil permeability, or shallow groundwater conflict, with the submitted and reviewed design plans for meeting volume control requirements, the applicant shall revise the design and/or construction plans to ensure volume control requirements are fully met for the mitigated imper vious drainage area, to the satisfaction of the City Engineer. 32. 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, sizing/volume tables to demonstrate compliance with minimum volume control retention including detailing drainage areas for the proposed basin, details for stable inlets/outlets/emergency overflows, unobstructed inspection/maintenance access areas to inlets/outlets, soil amendment criteria, planting details (including live planting at 18-inch on-center spacing with seeding of all basin bottoms, and seeding of side-slopes), 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.). 33. During infiltration system (basin and underground) 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, iron-sand filter over drain-tile, 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. 34. The applicant shall clarify underground stormwater infiltration system detai ls, including that a) no geosynthetic fabric will be installed below the chambers, with the exception of any isolator row and the sides and top of the underground system, b) sub -soils shall Advisory Planning Commission August 28, 2018 Page 28 of 38 have be of appropriate composition and minimal compaction to ensur e adequate infiltration capability; c) no limestone material is allowed beneath, between or immediately on top of the chamber system, d) 10-inch minimum diameter inspection ports will be provided on all chamber rows, and e) physical access via manhole will be provided to the isolator row for inspection and maintenance. 35. 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 (e.g. infiltration basin, underground infiltration system) 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. 36. 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. 37. 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), pipe galleries, infiltration basin, CDS structures, wet pond, 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 pond and infiltration basin. Video of final inspection of clean underground pipe gallery 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. 38. The developer shall be responsible to restore the street, curb and gutter, and boulevard damaged by installation of utilities and the driveway entrance, in a manner acceptable to the City Engineer. 39. The applicant shall submit a proposal/infrastructure plan to be approved by staff to provide telecommunications fiber to the premises (FTTP). The applicant shall provide a civil drawing plan for outside plant (including handholes and conduit path) work as well as an electrical plan for inside plant work to be reviewed and approved by City staff. This development shall include the installation of fiber optic cable in its construction plans at the time of Building Permit. Advisory Planning Commission August 28, 2018 Page 29 of 38 40. The applicant shall provide a contractor parking plan in a form acceptable to the City Engineer, at the time of Final Subdivision approval. 41. The applicant shall be responsible for the acquisition of all regulatory agency permits required by the affected agency prior to final plat approval. 42. If parking is found to be inadequate, then the parking shall be constructed in a manner acceptable to the City Engineer. All voted in favor. Motion carried 7-0. PLANNING REPORT CITY OF EAGAN REPORT DATE: August 21, 2018 CASE: 11-RZ-06-07-18 11-PD-03-07-18 APPLICANT: Southview Senior Living 11-PS-07-07-18 PROPERTY OWNER: Hendricks Commercial HEARING DATE: August 28, 2018 Properties LLC REQUEST: Rezoning; Preliminary Planned APPLICATION DATE: July 18, 2018 Development; Prelim. Subdivision LOCATION: 3355 Discovery Road PREPARED BY: Sarah Thomas COMPREHENSIVE PLAN: BP, Business Park ZONING: BP, Business Park SUMMARY OF REQUEST The applicant is proposing a Rezoning from BP, Business Park, to PD, Planned Development for a 4-story senior housing facility with a preschool. The proposal provides a total of 173 units, for independent living, assisted living and memory care. The subject site is located south of Skyline Displays, in the NE quadrant of Lexington Avenue and Yankee Doodle Road. The proposal includes a request for Preliminary Subdivision (Eagan Senior Living) to create 2 lots upon approximately 39 acres located at 3355 Discovery Road. AUTHORITY FOR REVIEW Rezoning: City Code Chapter 11, Section 11.50, Subd. 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 regulations of any district may only be made by an affirmative vote of two-thirds of all members of the council. 2. The City Council shall not rezone any land or area in any zoning district or make any other proposed amendment to the zoning ordinance without first having referred it to the planning commission for its consideration and recommendation. Planning Report – Eagan Senior Living August 28, 2018 Page 2 Planned Development: City Code Chapter 11.60, Subd. 18, A., states the intent of the Planned Development zoning district as follows: 1. Providing greater flexibility in environmental design and relaxation of strict application of the zoning ordinance in exchange for greater creativity and environmental sensitivity. 2. Recognizing the economic and cultural advantages that will accrue to the residents of a planned community. 3. Encouraging a more creative and efficient approach to the use of the land. 4. Encouraging the preservation and enhancement of desirable site characteristics, natural features, and open space. 5. Encouraging a development pattern that is consistent with land use density, transportation facilities and community facilities objectives of the Comprehensive Plan. Subdivision: City Code Section 13.20 Subd. 6 states that “In the case of platting, the Planning Commission and the Council shall be guided by criteria, including the following, in approving, denying or establishing conditions related thereto: A. That the proposed subdivision does comply with applicable City Code provisions and the Comprehensive Guide Plan. B. That the design or improvement of the proposed subdivision complies with applicable plans of Dakota County, State of Minnesota, or the Metropolitan Council. C. That the physical characteristics of the site including, but not limited to, topography, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, water storage and retention are such that the site is suitable for the type of development or use contemplated. D. That the site physically is suitable for the proposed density of development. E. That the design of the subdivision or the proposed improvements are not likely to cause environmental damage. F. That the design of the subdivision or the type of improvements are not likely to cause health problems. G. That the design of the subdivision or the type of improvements will not conflict with easements of record or with easements established by judgment of court. Planning Report – Eagan Senior Living August 28, 2018 Page 3 H. That completion of the proposed development of the subdivision can be completed in a timely manner so as not to cause an economic burden upon the City for maintenance, repayment of bonds, or similar burden. I. That the subdivision has been properly planned for possible solar energy system use within the subdivision or as it relates to adjacent property. (Refer to City Handbook on Solar Access). J. That the design of public improvements for the subdivision is compatible and consistent with the platting or approved preliminary plat on adjacent lands. K. That the subdivision is in compliance with those standards set forth in that certain document entitled “City of Eagan Water Quality Management Plan for the Gun Club Lake Watershed Management Organization” which document is properly approved and filed with the office of the City Clerk hereinafter referred to as the “Water Quality Management Plan”. Said document and all of the notations, references and other information contained therein shall have the same force and effect as if fully set down herein and is hereby made a part of this Chapter by reference and incorporated herein as fully as if set forth herein at length. It shall be the responsibility of the City Clerk to maintain the Water Quality Management Plan and make the same available to the public.” L. That the subdivision is in compliance with the city's storm water management regulations pursuant to the federal Clean Water Act as set forth elsewhere in this Code. M. That the subdivision is in compliance with the city's wetland protection and management regulations as set forth elsewhere in this Code. BACKGROUND/HISTORY The site consists of a 39 acre parcel located at the NE quadrant of Lexington Avenue and Yankee Doodle Road. Eagandale Corporate Center No. 2 was platted in 1998. The applicant submitted a Comprehensive Guide Plan Amendment for the property in April 2018 to change the land use from BP, Business Park to HD, High Density. The City Council directed staff to send the request to the Metropolitan Council and on June 29, 2018 the City received a letter from the Metropolitan Council stating the City may place the amendment into effect. EXISTING CONDITIONS The northern 32 acres of the site are developed with a 276,550 SF industrial building known as Skyline Displays. Parking lots surround the building on the north, south and south-east with loading dock doors located to the north-west. The site is accessed from Neil Armstrong Boulevard to the north and Discovery Road from the south. Planning Report – Eagan Senior Living August 28, 2018 Page 4 The southern 7.7 acres of the site is undisturbed and undeveloped and has areas that are heavily treed with mature trees that were preserved from the grading activity in 1998. This portion of the property has a significant topography change of 50 feet and a pond located in the southeast corner of the property. SURROUNDING USES The following existing uses, zoning, and comprehensive guide plan designations surround the subject property: Existing Use Zoning Land Use Designation North Industrial/Warehouse Facility BP, Business Park/I-1, Limited Industrial BP, Business Park/IND, Limited Industrial West Promenade Oaks Apartments/ Single family home/Office/ Lexington Avenue PD, Planned Development/A, Agriculture/ LB, Limited Business/Right-of-Way MD, Medium Density/O-S, Office-Service/Right-of-Way South Town Centre Apartments/ Yankee Doodle Road R-4/Residential Multiple/Right-of-Way HD, High Density/Right-of- Way East Warehouse/Faithful Shepherd Catholic school BP, Business Park BP, Business Park EVALUATION OF REQUEST Description of Proposal – The proposal consists of two lots. The applicant proposes construction of a four story building with a total of 173 units on the southern lot. According to the applicant’s narrative the project will consist of 48 memory care units, 33 assisted living units and 92 independent living units. The building project will also have 97 underground parking stalls and on-site amenities such as a fitness room, salon, pub, movie theater, 2-story dining room with outdoor patio, community room and club room with a rooftop deck. Additionally, the applicant proposes a preschool on the lower level of the facility to accommodate 34 students. The applicant’s narrative provides further information on the proposal, including the preschool. Planned Development Zoning – The Planned Development zoning district allows the applicant to have greater flexibility in the design of the development and the City to require higher standards in exchange for that flexibility. Typically, specific minimum and maximum zoning standards do not strictly apply. However, the typical zoning district standards for R-4, multiple family, are used as a basis for comparison for those portions of the proposed Planned Development. Planning Report – Eagan Senior Living August 28, 2018 Page 5 Public Benefit – The narrative indicates the proposed project will provide a better use of the land than the undeveloped, existing condition. The narrative also states there is a strong demand for housing for seniors that can cater to their needs as they age and the proposed building style, with the underground parking, will complement the existing topography. Conforming Plan – The applicant did not provide a conforming plan with the proposal; however, given the site includes an approved use, Skyline Displays, the existing conditions are equivalent to a conforming plan. Compatibility with Surrounding Area – The proposed use would match the attached housing immediately west and south of the site and provide a transition from Yankee Doodle Road and Lexington Avenue to the industrial uses further to the NE. It is a policy matter for the elected officials to determine whether the proposal is compatible to the surrounding area and the Comprehensive Guide plan objectives. The surrounding area is developed primarily with industrial and high density uses including industrial, office/warehouse, and multi-family housing directly across Yankee Doodle and Lexington. Airport Noise Considerations – The site is located within Airport Noise Policy Zone 4 one-mile Buffer and Sec. 11.64, Aircraft Noise Zone Overlay District, applies to new construction within this area. Within the Zone 4 Buffer, multi-family residential uses with shared entrance are considered compatible. Opportunity Cities – In 2010 and 2011, through a grant provided by the Urban Land Institute of Minnesota, the City has engaged with the Opportunity Cities team to evaluate housing trends to better anticipate and prepare for the community’s future housing needs. That process has identified an aging demographic, aging housing stock, declining turnover due primarily to an increase in homeowners aging-in-place, and the increase in foreclosures. Through these trends, housing availability may be reduced which results in fewer opportunities to attract and retain a more balanced mix of households. As part of the Opportunity Cities Program, the City Council has expressed interest in further exploring possible sites for additional senior housing, opportunities and programs for housing rehabilitation, and possibilities for allowing accessory dwelling units. Term of Planned Development – Staff suggests that this planned development have a term of five (5) years. Lots and Density – The residential site consists of one lot and is 7.68 acres in size. The applicant is proposing 173 units, resulting in a proposed density of 22.5 units per acre. Please note the density of these existing senior facilities for comparative purposes:  Gramercy (Independent Senior Living) provides 14 units per acre  Marice Manor (Assisted Living) provides 35 units per acre Planning Report – Eagan Senior Living August 28, 2018 Page 6  Keystone (Assisted Living) provides 56 units per acre  Eagan Point Senior Living provides 22.6 units per acre  Stonehaven Senior Living provides 38.7 units per acre Both Gramercy and Marice received approval of a Conditional Use Permit to allow the facilities as retirement homes in the Limited Business zoning districts. Keystone is located in the Cedar Grove District which permits density flexibility, and Eagan Pointe and Stonehaven have flexibility through Planned Development zoning. The proposed Plat should include both properties that are part of the Subdivision request. As submitted, the Plat drawing only includes the proposed new lot, which is 7.86 acres in size. Bulk Standards – This section evaluates the proposal in comparison to typical R-4 standards. Building Setbacks – R-4 zoning requires minimum structure setbacks of 50 feet from a public right-of-way, and 30 feet in side and rear yards. On this site, the 50 feet setback applies to the south, east and west sides abutting Yankee Doodle Road, Discovery Road and Lexington Avenue, respectively. Minimum required setbacks on the north would be 30 feet. Where building height exceeds 35 feet, structure setbacks “shall be increased by three feet for each one foot of height over 35 feet.” The proposal exceeds the base setback requirements; however, it falls short in the additional setback required due to building height as explained below. The applicant has recalculated the building height and based upon the average grade, the proposed building is 55 feet 2 inches in height, which is 20.16 feet taller than the R-4 district maximum before additional setbacks are required. At 3 feet for each foot above 35 feet, additional setbacks of 60 feet would be required, doubling the 30-foot minimum on the rear yard. R-4 Ordinance Add’l setbacks (for bldgs. >35’ ht.) Total Required Setback Proposed Setback Front yard (east): Discovery Road 50 feet 60 feet 110 feet 104.5 feet Front yard (south): Yankee Doodle Rd 50 feet 60 feet 110 feet 102.5 feet Front yard (west): Lexington Ave 50 feet 60 feet 110 feet 88.6 feet Rear yard (north): 30 feet 60 feet 90 feet 91.8 feet Planning Report – Eagan Senior Living August 28, 2018 Page 7 While not fully providing for the additional setback required by Code for a building height of 55 feet, the proposed setbacks do provide an increased setback beyond the 30-foot and 50-foot minimums. Building Height – Building height is measured from the average grade to the midpoint of a pitched roof. The method of measurement for underground garages is similar. City Code allows a maximum building height of 35 feet with allowance to 60 feet with additional setbacks of 3 feet for each one foot of height over 35 feet. The elevations depict the height of the building is 55feet 2 inches, requiring an additional 63.5 feet of setback. As depicted above, the proposal does not meet the additional set back requirements. This deviation can be accommodated via the Planned Development zoning. The proposed setback measurements should be accurately shown on the Site Plan. Building Coverage – The Zoning Ordinance limits building coverage to 20% of the lot area in all residential districts. The applicant proposes a maximum of 14%. Parking Setbacks – City Code requires parking to be set back 20 feet from a public street and 5 feet from a rear yard. The parking is proposed on the north side of the building, behind the building. The proposed setbacks exceed the requirement. Green Space – The Zoning Ordinance does not set a minimum green space standard for residential development. The plans propose 63.5% green space. Storage Space – City Code requires 150 cubic feet of storage space per unit, in addition to the closet and storage area within the unit, which equates to 25,950 sq. ft. The garage floor plan identifies 4,042 sq. ft. of building and residential storage space available. City Policymakers should determine if the proposed storage space is reasonable given the senior nature of the proposed development. Further, this deviation can be accommodated via the Planned Development zoning Trash Storage – Trash storage is proposed inside the building on the underground level. Site Signage – The Site Plan notes a monument sign located near the entrance on Discovery Road. The proposed sign is approximately 7’6” in total height with a 4’ face and 2’ base. Monument signs are limited to 7’ in total height, thus the sign should be slightly reduced in size. The sign plan identifies the sign to be of a panel design with bronze lettering and a bronze cap. The sign will be illuminated externally by landscaping lights. The base will be constructed of cultured stone. The applicant’s narrative notes there is an existing monument sign located at the southeast corner of the property, adjacent to Discovery Road. The monument sign acts as a directional sign for Skyline Displays. The exact height and material details of the sign are unknown. While the Planning Report – Eagan Senior Living August 28, 2018 Page 8 sign is located on Lot 1, the Planned Development can allow what will become an off-site, monument/directional sign. The applicant should enter into a Sign Agreement in a form acceptable to the City Attorney. A Final Sign Plan showing the proposed sign elevation, materials and dimensions, for both free standing signs should be provided for the Final Planned Development Agreement. Prior to installation, a Sign Permit is required. Parking – The Zoning Ordinance was recently amended to reduce the required parking for Special Residential Facilities. A full continuum of care requires one parking space per unit of which at least half shall be enclosed or underground in a garage space (173 total spaces, 87 enclosed/underground). A Daycare facility requires 10 spaces, plus one space for each 500 SF in the principal structure. The floor plan identifies 8,879 SF dedicated to the preschool, resulting in 28 parking stalls required (10 +18). The total required parking by the Senior Facility and the Preschool is 201 stalls. The applicant proposes both underground (97 stalls) and surface parking (71 stall) totaling 168 stalls and has provided proof of parking for 32 stalls, totally 200 parking stalls. The proof of parking location can accommodate an additional stall if needed to reach the 201 requirement. Similar to the recent City Code amendment on the required amount of parking, the parking stall dimensions were also recently modified to be reduced to 9.5’ x 18’ for residential. The applicant proposes 10’ x 19’ stalls. The applicant may desire to modify the proposed parking to decrease paving with the reduced dimensions. The applicant’s narrative includes a parking analysis which summarizes parking for several senior living facilities in the Twin Cities Metro Area. The applicant states, “The proposed quantities of parking will be sufficient to meet the demands of the building.” Building Elevations/Architecture – The proposed 4-story building utilizes different finish materials for visual interest, and has a varied roof line providing several peaks on the pitched roof. These roof variations break up the roof line and enhance the façade features. The building façade has some relief with some elements being set forward or back. Additional interest is provided in the window elements with some units having windows and some also having a balcony with a railing. City Code does not prescribe specific materials, or mix of materials, for multi-family residential uses. The proposed 4-story building utilizes the following finish materials: stone, brick and fiber cement lap siding, fiber cement shake siding, and fiber cement panel siding. Where the foundation of the underground level is exposed (primarily on the east elevation), the finish is a brick veneer concrete masonry unit. The garage door should be painted to match the building exterior. A porte-cochere will provide covered protection from the elements. Planning Report – Eagan Senior Living August 28, 2018 Page 9 Building Address Numbers – Building address numbers should be installed consistent with the provisions of Section 2.78 of City Code. Site Lighting – Site lighting is required for site security, safety and traffic circulation. Minimum light levels of 0.5 footcandles should be provided in all parking lot areas. Light levels should not exceed 1 footcandle at the property line. In addition, site lighting should comply with the Illuminating Engineering Society of North America (2003) manual which suggests an average-to- minimum uniformity ratio not greater than 4:1. All fixtures should be downcast and shielded to prevent glare. The submitted photometric Lighting Plan is acceptable with modification and utilizes pole and building mounted LED fixtures. Pole lights are proposed at 25’ in height upon a 3’ base. Light levels do not exceed 1 footcandle at the property line. The Lighting Plan does not identify the fixtures to be dark sky-compliant lights with no light trespass and without glare. This should be verified or another fixture style should be chosen. Mechanical Equipment – City Code requires mechanical equipment to be screened from off-site views. The proposed building architecture shows a pitched roof. Aside from vents, mechanical equipment is expected to be ground mounted or located inside the building. The ground mounted equipment location should be shown on the Site Plan. All mechanical equipment should be screened in accordance with the provisions of the City’s zoning code. Landscaping – The Zoning Ordinance requires a Landscape Plan for multiple-residential developments. Landscaping is required to screen parking areas from public rights-of-way, and to provide a buffer between the development and public streets and adjacent properties. The Landscape Plan is required to “stand on its own” and any tree mitigation is intended to be above and beyond required landscaping/screening. As an objective measure, the City Code states that the cost of landscaping should comprise 3% of the building value. City staff has consistently focused on making sure the intended goals of the landscape requirements have been fulfilled. The submitted Landscape Plan appears acceptable with modification. Combined with the Tree Mitigation Plan, the overall Landscape Plan provides a fully landscaped site. Over story trees line the perimeter of the site providing a buffer from the public right of ways. A variety of coniferous trees are located throughout the site and line the northern property line. Shade and ornamental trees also fill in the open yard spaces around the site. Foundation plantings are proposed on both sides of the site entrance, line the northern edge of the drive aisle in its entirety and frame the site signage. Foundation plantings are also located near the building entrance, interior courtyard and the pergola patio; however, there are no foundation plantings adjacent to the building, instead, the Landscape Plan identifies an aggregate maintenance strip adjacent to the building. The Landscape Plan should be revised to incorporate Planning Report – Eagan Senior Living August 28, 2018 Page 10 foundation plantings adjacent to the building, focusing on areas where sod maintenance may prove difficult due to the offsets of the building. Numerous trees are located within the proof-of-parking area along the northern drive aisle. If proof-of-parking is necessary to be built out in the future, impacted trees and plantings should be replaced elsewhere on site. The applicant submitted a separate Planting Plan which includes only the required landscape trees. The Planting Plan identifies two unmarked trees. These should be labeled. Additionally, the Plant Schedule should be revised to include the 20 Ivory Silk Lilac as shown on the plan. Tree Preservation – This development application’s tree preservation will be considered on a single-lot, single-phase, multiple-unit residential type of application. Per the City of Eagan Tree Preservation Ordinance allowable tree removal for this type of development proposal is set at 30%. A tree inventory submitted with this application indicates there are one-hundred fifteen (115) significant trees currently existing on site. According to the Tree Preservation Plan submitted significant tree impacts will result in the removal of ninety-two (92) significant trees (80.0% of the total). Because the proposed removal of significant trees is more than allowable there is a required tree mitigation. Required tree mitigation for this site calculates to one-hundred eighty (180) Category B trees. The applicant has submitted a Tree Mitigation Plan that indicates the installation of two-hundred fifty-two (252) Category B tree, therefore tree mitigation requirements have been fulfilled. Performance Guarantee – Per Ordinance, a performance guarantee should be provided from the applicant to ensure the preservation of all significant trees located within fifteen feet (15’) of the construction zone. The amount to be collected is set at $25.00 per diameter inch of all trees within this area. The submitted tree inventory indicates that there are twenty-three (23) trees totaling one-hundred five (105) diameter inches within this 15 foot zone. The required performance guarantee calculates to $3,475.00. Topography/Grading – The site is in the southwestern portion of Lot 1, Block 1, Eagandale Corporate Center No. 2. It is heavily treed and an existing pond is located at the southeast corner of the property. A ridge runs along the north side of the site, immediately south of the existing Skyline Displays parking lot. Elevations range from approximately 915 to 865. The majority of the site will be disturbed to create a flat entrance and parking lot area, and to construct the building, and install the stormwater features and utilities. Planning Report – Eagan Senior Living August 28, 2018 Page 11 The preliminary grading plan is acceptable with modification. A detailed grading, drainage, erosion, and sediment control plan should be prepared in accordance with current City standards and codes prior to final subdivision approval. All erosion/ sediment control plans submitted for development and grading permits should be prepared by a designer who has received current Minnesota Department of Transportation (MNDOT) training, or approved equal training as determined by the City Engineer in designing stormwater pollution prevention plans. Also, all personnel responsible for the construction and management of erosion/ sediment control devices, and the establishment of vegetation for the development, should have received Erosion/Sediment Control site management certification through the University of Minnesota, or approved equal training as determined by the City Engineer. Erosion control measures should be installed and maintained in accordance with City code and engineering standards. The grading plan shows the construction of an 18 foot high retaining wall along the northwest corner of the existing pond, partially within the existing drainage and utility easement. All retaining walls four feet and higher are required to be engineered and require a separate building permit. The applicant should enter into an encroachment agreement for any retaining wall located within a drainage and utility easement, in a form acceptable to the City Attorney. Wetlands – There are no wetlands on site, therefore, City Code §11.67, wetland protection and management regulations, does not apply. The pond onsite is manmade and not subject to wetland protection. Storm Drainage – The preliminary storm drainage plan is acceptable, with modification. The entire site lies within Drainage District D (as designated in the City Storm Water Management Plan – 2007). Storm water runoff from the development will drain via an on-site storm sewer system to an underground stormwater chamber and a stormwater basin. Any overflow will enter the public storm sewer system that drains to DP-10 on the south side of Yankee Doodle Road. The underground stormwater chamber and stormwater basin will meet all requirements set forth in the Water Quality/ Wetlands portion of this report. Stormwater Management/Water Quality – The applicant proposes to add new impervious surfaces totaling approximately 2.77 acres, with an additional 1.98 acres of disturbed/graded soils (to be revegetated), on the 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 Control and 1.1” Volume Control. To meet the 1.1” Volume Control requirement for this development proposal, a minimum of 11,078 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 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 one underground perforated pipe gallery and two infiltration basins (with a combined total retention volume of approximately 12,183 cubic feet). No Soil Planning Report – Eagan Senior Living August 28, 2018 Page 12 Management Strategy is proposed for the 1.98 acres of disturbed/graded soils to be revegetated on this site. Overflow from the stormwater management system would be connected to the public stormsewer system and discharge into stormwater wetland DP-5, in the LeMay 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 adequate pre-treatment for infiltration basins and underground pipe gallery system, appropriate infiltration system design 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, unobstructed basin and underground system maintenance access, 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. Utilities – The preliminary utility plan is generally acceptable, with modification. A water and sanitary sewer stub of sufficient size, depth, and capacity is available along Yankee Doodle Road, for connection with development of the property. Sanitary sewer District N (as designated in the City’s Comprehensive Sanitary Sewer Plan) serves the entire site. Installation of the new water service will require open cutting the street and boulevard. The developer should be responsible to restore the street, curb and gutter, and boulevard in a manner acceptable to the City Engineer. This development should provide hydrant spacing and locations in accordance with City Fire Department and Public Works standards. This will generally require additional hydrants to be placed for increased coverage on the west and south sides of the building. At the time of final subdivision approval, the utility plans will need to show a 48” sanitary sewer inspection manhole at the property line, and additional gate valves as required. All utilities are proposed to be privately owned and maintained. Fiber To The Premise - In 2004, the Eagan Technology Task Force recommended that broadband and fiber optic telecommunications networks be expanded in the city wherever possible. The applicant should submit a proposal/infrastructure plan to be approved by staff to provide telecommunications fiber to the premises (FTTP). The applicant should provide a civil drawing plan for outside plant (including handholes and conduit path) work as well as an electrical plan for inside plant work to be reviewed and approved by City staff. This development should include the installation of fiber optic cable in its construction plans at the time of Building Permit. Streets/Access/Transportation – The access for the development will be to Discovery Road. Discover Road currently has full access onto Yankee Doodle Road. Dakota County’s long term plan is to widen Yankee Doodle Road to six lanes (three in each direction) west of Discovery Road, and extend a median through the entrance of Discovery Road, which would limit access to right- in/right-out only. Planning Report – Eagan Senior Living August 28, 2018 Page 13 There are existing public pedestrian trail along the north boulevard of Yankee Doodle Road, and the east boulevard of Lexington Avenue. A sidewalk is proposed in front of the parking lot, and private trail are shown to connect the sidewalk to the trails along Lexington Ave and Yankee Doodle Road. Another private trail is proposed to be constructed starting along the east side of the parking and running parallel to the Discovery Road right-of-way, where it connects to the public trail on Yankee Doodle Road. There is very limited street parking available for the construction workers to park on. In similar situations throughout the city, it has become problematic to find adequate parking that did not cause safety or access issues for the general public and Public Safety. The applicant should provide a contractor parking plan in a form acceptable to the City Engineer, at the time of Final Subdivision approval. Easements/Permits/Right-of-Way – Yankee Doodle Road is under the jurisdiction of Dakota County. If required by the County, development of this property will be required to dedicate right-of-way along Yankee Doodle Road (County 28), in accordance with Dakota County standards. Drainage and utility easements are currently over the city pond at the southeast corner of the property, and over existing public utilities. Platting of the property will need to provide easements over public infrastructure and around the perimeter of the property. 1. The Final Subdivision plans will require a contractor parking plan (very little to no public street parking is available adjacent to the site. Will likely need to work with Skyline to provide parking.) 2. Dakota County will likely require additional R/W. Additional D/U easement adjacent to the new R/W line will likely be needed as well. 3. An encroachment agreement will be needed for any retaining walls D/U easements 4. All retaining walls 4’ and higher require a separate building permit, and must be engineered 5. The storm sewer exiting the underground storm sewer chamber on the east side of the building is being routed to the pond in the SW corner of the site. Why not just dump into the city pond directly south and avoid the long run of storm sewer? If the storm sewer stays, it will require an encroachment agreement where it is located in a D/U easement 6. No landscaping allowed in R/W or within 10’ of a public utility 7. An encroachment agreement is needed for the pylon/entrance monument in D/u easement There is currently 160’ of right-of-way for Yankee Doodle Road, which is anticipated to be upgraded to a 6-lane roadway sometime in the future. The Dakota County Plat Commission Planning Report – Eagan Senior Living August 28, 2018 Page 14 reviewed the plat and finds 200’ of right-of-way necessary. The developer proposes to dedicate 40’ of additional right-of-way to account for the 100’ of half right-of-way necessary for the north half of the road. No additional right of way is anticipated for Discovery Road. Standard drainage and utility easements will be dedicated along with the final plat. Parks and Recreation – With this subdivision, the development is responsible for park and trail dedication. Parks Background – The City has recognized that the preservation of land for parks, the provision of recreational amenities and the retention of open space is essential to maintaining a healthful and desirable environment for all citizens of the City. The City also recognizes that development is necessary to provide commercial, industrial and residential opportunities in the City. To this end the City has adopted a policy and procedures for determining what portion of a development shall be dedicated for parks and open space and/or the means available to satisfy the dedication requirement through the provision of recreational amenities or a cash payment in lieu of. Land dedications to satisfy the dedication requirements are generally requested when there is the opportunity to expand an existing parks space, create a park in an area identified as underserved or to protect a unique natural resource. It appears that none of these criteria are applicable with this Development thus it may be appropriate to consider a cash dedication to satisfy the Park dedication requirement. Fees collected for dedications are retained in a dedicated fund that can be used only for park improvement projects within the City and as approved by the City Council. Calculation Total individual units as proposed 173 2018 Per Unit Rate $3,475 Apartment/Multi Unit development Total Cash Dedication due $601,175 Trails Background – The City has recognized that the provision of a City wide, non-motorized trail system has health, safety and transportation benefits for residents. The trail system is intended to provide links to commercial districts, schools, recreational facilities and points of interest throughout the City. Opportunities to link with the regionalized trail system are also developed when feasible. To this end the City has adopted a policy and procedures for collecting a Trail Dedication fee, or an equivalent area of land intended for a trail in lieu of a fee, during the development process. Calculation Total individual units as proposed 173 2018 Per unit trail dedication rate $258 Trail Cash Dedication due $44,634 Planning Report – Eagan Senior Living August 28, 2018 Page 15 Recreation Area – City Code requires that on-site recreation space be provided in multiple-family developments. The Code requires 200 sq. ft. for each 1 bedroom or 2 bedroom unit, plus an additional 100 sq. ft. for each 3 bedroom unit. Using this formula based on 151 units, (ranging from studio – 2 bedroom) a total of 34,600 sq. ft. is required. This area must be a minimum of 100 feet from the ponding area which is located on the east side of the property. While not provided in a square footage format, the applicant’s narrative describes features of the proposal geared toward providing additional on-site recreation space specific to the senior residents. Indoors, these include on-site amenities such as a fitness room, salon, pub, movie theater, 2-story dining room with outdoor patio, community room and club room with a rooftop deck. Outdoors, the Site Plan identifies two patio areas with seating, one having a pergola structure. Also, bike racks are proposed near the building entrance. In addition, interior trails with seating areas connect to the trails along Yankee Doodle Road and Lexington Avenue. Financial Obligation – At this time, there is a pending assessment on the parent parcel in the amount of $31,691 for street resurfacing of Discovery Road that occurred in 2018. Based upon a study by City staff, all trunk and lateral utility financial obligations have been previously collected for this property. SUMMARY/CONCLUSION The applicant is requesting approval of a Rezoning and Preliminary Planned Development to construct a 173-unit senior housing facility that includes a preschool in the lower level of the building. A Preliminary Subdivision accompanies the request to create two lots. The applicant has also requested approval of a Comprehensive Guide Plan Amendment which has been approved for implementation by the Metropolitan Council. The proposed development introduces a use on the corner of Yankee Doodle and Lexington that is consistent with development to the west and south and puts an underutilized portion of the Skyline Displays lot into use. The proposed Planned Development includes deviations from City Code requirements, such as: • Building setback less than additional required due to building height • Storage space less than that required • Off-site signage Deviations from typical City Code requirements can be accommodated through the proposed PD zoning. The acceptability of the Planned Development Amendment with deviations to typical City Code standards is a policy matter to be determined by City officials. Planning Report – Eagan Senior Living August 28, 2018 Page 16 The Grading and Utility Plan appear acceptable while the Storm Drainage Plan and Stormwater Plan need modification. All engineering matters will be addressed with the building permit application for this project. The proposed development appears to satisfy city standards; however, the applicant should revise the Landscape Plan and Lighting Plan. Through proof-of-parking, parking requirements are met. ACTIONS TO BE CONSIDERED To recommend approval of a Rezoning from BP, Business Park, to PD, Planned Development, upon approximately 7.68 acres located in the NE quadrant of Lexington Avenue and Yankee Doodle Road. To recommend approval of a Preliminary Planned Development for a 4-story, 173-unit senior housing facility for independent living, assisted living and memory care, as well as a preschool, upon approximately 7.68 acres located in the NE quadrant of Lexington Avenue and Yankee Doodle Road. If approved the following conditions shall apply: 1. A Preliminary Planned Development Agreement shall be executed and recorded with the Dakota County Recorder’s office. The following exhibits shall be made part of the Preliminary Planned Development Agreement: • Site Plan • Building Elevations • Landscape Plan • Tree Preservation & Mitigation Plan • Site Lighting Plan • Signage Plan • Telecommunications Plan • Utility Plan 2. This Preliminary Planned Development shall have a term of five (5) years. 3. The property shall be platted. 4. The Plat shall be revised to include the northerly parcel which is part of the Subdivision. 5. The Planned Development provides for a four-story 173-unit senior housing facility with underground parking and a preschool. 6. The proposed setback measurements shall be accurately shown on the Site Plan. Planning Report – Eagan Senior Living August 28, 2018 Page 17 7. Building height above 35’ shall be permitted per the Final Building Elevations. 8. Deviations to building setbacks and off-site signage shall be permitted as shown on the Final Site Plan. 9. Building address numbers shall be installed consistent with the provisions of Section 2.78 of City Code. 10. The applicant shall submit a proposal/infrastructure plan to be approved by staff to provide telecommunications fiber to the senior facility (FTTH) or conduit to the site to permit third party providers to install FTTH within the development. 11. The garage doors shall be painted to match the building exterior. 12. All mechanical equipment shall be screened in accordance with the provisions of the City’s zoning code. The ground mounted equipment shall be shown on the Site Plan and screened from off-site views. Roof mounted vents and other appendages shall match the roof color. 13. The monument sign shall be subject to City Sign Code standards with a maximum 7’ in total height. A Sign Permit is required prior to sign installation. 14. The applicant shall enter into a Sign Agreement in a form acceptable to the City Attorney for the directional signage for Skyline Displays. 15. The Lighting Plan shall be revised to identify the fixtures to be dark sky-compliant lights with no light trespass and without glare. 16. The Landscape Plan shall be revised to incorporate foundation plantings adjacent to the building, focusing on areas where sod maintenance may prove difficult due to the offsets of the building. 17. The applicant shall replace impacted trees shall be elsewhere on site if proof-of-parking is necessary to be built out in the future. 18. The Planting Plan shall be revised to include the two unmarked trees and the Plant Schedule shall be revised to include the 20 Ivory Silk Lilac as shown on the plan. 19. In accordance with Section 11.70, Subd. 12-B-3 of the City Code, a financial guarantee for the site landscaping shall be submitted at the time of Building Permit application. The guarantee shall cover two calendar years following satisfactory completion and shall be released only upon inspection and written notice of conformance by the city. For any landscaping that is unacceptable, the applicant shall replace the material to the satisfaction of the city before the guarantee is released. Where this is not done, the city, Planning Report – Eagan Senior Living August 28, 2018 Page 18 at is sole discretion, may use the proceeds of the performance guarantee to accomplish performance. 20. The applicant shall fulfill tree mitigation requirements through the installation of one- hundred eighty (180) Category B trees. 21. The applicant shall ensure the survival of preserved trees via a) Performance Guarantee payment of $3,475.00, and b) protection of the tree’s critical root zones through the placement of required Tree Protective measures (i.e. orange colored silt fence or 4 foot polyethylene laminate safety netting), to be installed at the Drip Line or at the perimeter of the Critical Root Zone, whichever is greater. 22. The applicant shall contact the City Forestry Division and set up a pre-construction site inspection at least five days prior to the issuance of the grading permit to ensure compliance with the approved Tree Preservation Plan and placement of the Tree Protection Fencing. 23. The Development shall be responsible for a cash Park Dedication of $601,175 collected with the Final Plat. 24. The Development shall be responsible for a cash Trail Dedication of $44,364 collected with the Final Plat. 25. 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. 26. The applicant shall enter into an encroachment agreement for any retaining wall and entrance monument located within a drainage and utility easement, in a form acceptable to the City Attorney. 27. This development shall provide hydrant spacing and locations in accordance with City Fire Department and Public Works standards. 28. 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. Planning Report – Eagan Senior Living August 28, 2018 Page 19 29. 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. 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. 30. Prior to receiving city approval to permit land disturbing activity, the applicant shall provide to the City a minimum of two soil boring logs within the footprint of any proposed infiltration area, extending a minimum of 10’ below the bottom of the proposed infiltration feature with continuous sampling, to evaluate and ensure suitability for infiltration, including depth to saturated soils. If the soil boring logs indicate incompatibility of existing sub-soil permeability, or shallow groundwater conflict, with the submitted and reviewed design plans for meeting volume control requirements, the applicant shall revise the design and/or construction plans to ensure volume control requirements are fully met for the mitigated impervious drainage area, to the satisfaction of the City Engineer. 31. 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, sizing/volume tables to demonstrate compliance with minimum volume control retention including detailing drainage areas for the proposed basin, details for stable inlets/outlets/emergency overflows, unobstructed inspection/maintenance access areas to inlets/outlets, soil amendment criteria, planting details (including live planting at 18-inch on-center spacing with seeding of all basin bottoms, and seeding of side-slopes), 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 – Eagan Senior Living August 28, 2018 Page 20 32. During infiltration system (basin and underground) 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, iron-sand filter over drain-tile, 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. 33. The applicant shall clarify underground stormwater infiltration system details, including that a) no geosynthetic fabric will be installed below the chambers, with the exception of any isolator row and the sides and top of the underground system, b) sub-soils shall have be of appropriate composition and minimal compaction to ensure adequate infiltration capability; c) no limestone material is allowed beneath, between or immediately on top of the chamber system, d) 10-inch minimum diameter inspection ports will be provided on all chamber rows, and e) physical access via manhole will be provided to the isolator row for inspection and maintenance. 34. 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 (e.g. infiltration basin, underground infiltration system) 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. 35. 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. 36. 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), pipe galleries, infiltration basin, CDS structures, wet pond, etc.), including soil loosening & amendment prior to landscaping, conform to design Planning Report – Eagan Senior Living August 28, 2018 Page 21 and/or construction plans, as approved by the City. As-built volumes shall be provided for the pond and infiltration basin. Video of final inspection of clean underground pipe gallery 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. 37. The developer shall be responsible to restore the street, curb and gutter, and boulevard damaged by installation of utilities and the driveway entrance, in a manner acceptable to the City Engineer. 38. The applicant shall submit a proposal/infrastructure plan to be approved by staff to provide telecommunications fiber to the premises (FTTP). The applicant shall provide a civil drawing plan for outside plant (including handholes and conduit path) work as well as an electrical plan for inside plant work to be reviewed and approved by City staff. This development shall include the installation of fiber optic cable in its construction plans at the time of Building Permit. 39. The applicant shall provide a contractor parking plan in a form acceptable to the City Engineer, at the time of Final Subdivision approval. 40. The applicant shall be responsible for the acquisition of all regulatory agency permits required by the affected agency prior to final plat approval. 41. If parking is found to be inadequate, then the parking shall be constructed in a manner acceptable to the City Engineer. To recommend approval of a Preliminary Subdivision (Eagan Senior Living) to create 2 lots upon approximately 39 acres located at 3355 Discovery Road. If approved, the following conditions should apply: 1. The applicant shall comply with these standards conditions of plat approval as adopted by Council on February 2, 1993: A1, B1, B2, B3, B4, C1, C2, C4, E1, F1, G1 and H1 2. The property shall be platted. 3. The Plat shall be revised to include the northerly parcel which is part of the Subdivision. 4. The following plans shall be revised and submitted prior to Final Subdivision approval: • Site Plan • Building Elevations • Landscape Plan Planning Report – Eagan Senior Living August 28, 2018 Page 22 • Tree Preservation & Mitigation Plan • Site Lighting Plan • Signage Plan • Telecommunications Plan • Utility Plan 5. The Preliminary Planned Development shall have a term of five (5) years. 6. The Planned Development provides for a four-story 173-unit senior housing facility with underground parking and a preschool. 7. The proposed setback measurements shall be accurately shown on the Site Plan. 8. Building height above 35’ shall be permitted per the Final Building Elevations. 9. Deviations to building setbacks and off-site signage shall be permitted as shown on the Final Site Plan. 10. Building address numbers shall be installed consistent with the provisions of Section 2.78 of City Code. 11. The applicant shall submit a proposal/infrastructure plan to be approved by staff to provide telecommunications fiber to the senior facility (FTTH) or conduit to the site to permit third party providers to install FTTH within the development. 12. The garage doors shall be painted to match the building exterior. 13. All mechanical equipment shall be screened in accordance with the provisions of the City’s zoning code. The ground mounted equipment shall be shown on the Site Plan and screened from off-site views. Roof mounted vents and other appendages shall match the roof color. 14. The monument sign shall be subject to City Sign Code standards with a maximum 7’ in total height. A Sign Permit is required prior to sign installation. 15. The applicant shall enter into a Sign Agreement in a form acceptable to the City Attorney for the directional signage for Skyline Displays. 16. The Lighting Plan shall be revised to identify the fixtures to be dark sky-compliant lights with no light trespass and without glare. 17. The Landscape Plan shall be revised to incorporate foundation plantings adjacent to the building, focusing on areas where sod maintenance may prove difficult due to the offsets of the building. Planning Report – Eagan Senior Living August 28, 2018 Page 23 18. The applicant shall replace impacted trees shall be elsewhere on site if proof-of-parking is necessary to be built out in the future. 19. The Planting Plan shall be revised to include the two unmarked trees and the Plant Schedule shall be revised to include the 20 Ivory Silk Lilac as shown on the plan. 20. In accordance with Section 11.70, Subd. 12-B-3 of the City Code, a financial guarantee for the site landscaping shall be submitted at the time of Building Permit application. The guarantee shall cover two calendar years following satisfactory completion and shall be released only upon inspection and written notice of conformance by the city. For any landscaping that is unacceptable, the applicant shall replace the material to the satisfaction of the city before the guarantee is released. Where this is not done, the city, at is sole discretion, may use the proceeds of the performance guarantee to accomplish performance. 21. The applicant shall fulfill tree mitigation requirements through the installation of one- hundred eighty (180) Category B trees. 22. The applicant shall ensure the survival of preserved trees via a) Performance Guarantee payment of $3,475.00, and b) protection of the tree’s critical root zones through the placement of required Tree Protective measures (i.e. orange colored silt fence or 4 foot polyethylene laminate safety netting), to be installed at the Drip Line or at the perimeter of the Critical Root Zone, whichever is greater. 23. The applicant shall contact the City Forestry Division and set up a pre-construction site inspection at least five days prior to the issuance of the grading permit to ensure compliance with the approved Tree Preservation Plan and placement of the Tree Protection Fencing. 24. The Development shall be responsible for a cash Park Dedication of $601,175 collected with the Final Plat. 25. The Development shall be responsible for a cash Trail Dedication of $44,364 collected with the Final Plat. 26. 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. Planning Report – Eagan Senior Living August 28, 2018 Page 24 27. The applicant shall enter into an encroachment agreement for any retaining wall and entrance monument located within a drainage and utility easement, in a form acceptable to the City Attorney. 28. This development shall provide hydrant spacing and locations in accordance with City Fire Department and Public Works standards. 29. 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. 30. 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. 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. 31. Prior to receiving city approval to permit land disturbing activity, the applicant shall provide to the City a minimum of two soil boring logs within the footprint of any proposed infiltration area, extending a minimum of 10’ below the bottom of the proposed infiltration feature with continuous sampling, to evaluate and ensure suitability for infiltration, including depth to saturated soils. If the soil boring logs indicate incompatibility of existing sub-soil permeability, or shallow groundwater conflict, with the submitted and reviewed design plans for meeting volume control requirements, the applicant shall revise the design and/or construction plans to ensure volume control requirements are fully met for the mitigated impervious drainage area, to the satisfaction of the City Engineer. 32. 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 Planning Report – Eagan Senior Living August 28, 2018 Page 25 shall include detailed infiltration basin cross-section(s), construction sequencing/protection/restoration notes, sizing/volume tables to demonstrate compliance with minimum volume control retention including detailing drainage areas for the proposed basin, details for stable inlets/outlets/emergency overflows, unobstructed inspection/maintenance access areas to inlets/outlets, soil amendment criteria, planting details (including live planting at 18-inch on-center spacing with seeding of all basin bottoms, and seeding of side-slopes), 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.). 33. During infiltration system (basin and underground) 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, iron-sand filter over drain-tile, 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. 34. The applicant shall clarify underground stormwater infiltration system details, including that a) no geosynthetic fabric will be installed below the chambers, with the exception of any isolator row and the sides and top of the underground system, b) sub-soils shall have be of appropriate composition and minimal compaction to ensure adequate infiltration capability; c) no limestone material is allowed beneath, between or immediately on top of the chamber system, d) 10-inch minimum diameter inspection ports will be provided on all chamber rows, and e) physical access via manhole will be provided to the isolator row for inspection and maintenance. 35. 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 (e.g. infiltration basin, underground infiltration system) 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. Planning Report – Eagan Senior Living August 28, 2018 Page 26 36. 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. 37. 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), pipe galleries, infiltration basin, CDS structures, wet pond, 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 pond and infiltration basin. Video of final inspection of clean underground pipe gallery 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. 38. The developer shall be responsible to restore the street, curb and gutter, and boulevard damaged by installation of utilities and the driveway entrance, in a manner acceptable to the City Engineer. 39. The applicant shall submit a proposal/infrastructure plan to be approved by staff to provide telecommunications fiber to the premises (FTTP). The applicant shall provide a civil drawing plan for outside plant (including handholes and conduit path) work as well as an electrical plan for inside plant work to be reviewed and approved by City staff. This development shall include the installation of fiber optic cable in its construction plans at the time of Building Permit. 40. The applicant shall provide a contractor parking plan in a form acceptable to the City Engineer, at the time of Final Subdivision approval. 41. The applicant shall be responsible for the acquisition of all regulatory agency permits required by the affected agency prior to final plat approval. 42. If parking is found to be inadequate, then the parking shall be constructed in a manner acceptable to the City Engineer. Planning Report – Eagan Senior Living August 28, 2018 Page 27 STANDARD CONDITIONS OF PLAT APPROVAL A. Financial Obligations 1. This development shall accept its additional financial obligations as defined in the staff s report in accordance with the final plat dimensions and the rates in effect at the time of final plat approval. B. Easements and Rights-of-Way 1. This development shall dedicate 10-foot drainage and utility easements centered overall lot lines and, 10-foot drainage and utility easements adjacent to all public rights-of-way where necessary to accommodate existing or proposed utilities for drainage ways within the plat. The development shall dedicate easements of sufficient width and location as determined necessary by engineering standards. 2. This development shall dedicate, provide, or financially guarantee the acquisition costs of drainage, ponding, and utility easements in addition to public street rights-of-way as required by the alignment, depth, and storage capacity of all required public utilities and streets located beyond the boundaries of this plat as necessary to service or accommodate this development. 3. This development shall dedicate all public right-of-way and temporary slope easements for ultimate development of adjacent roadways as required by the appropriate jurisdictional agency. 4. This development shall dedicate adequate drainage and ponding easements, in accordance with requirements set forth in the latest version of the City's Stormwater Management Plan. C. Plans and Specifications 1. All public and private streets, drainage systems, and utilities necessary to provide service to this development shall be designed and certified by a registered professional engineer in accordance with City adopted codes, engineering standards, guidelines, and policies prior to application for final plat approval. 2. A detailed grading, drainage, erosion, and sediment control plan must be prepared in accordance with current City standards prior to final plat approval. 3. This development shall ensure that all dead-end public streets shall have a permanent cul-de- sac, or temporary cul-de-sac to be removed upon further extension (on stub streets), constructed in accordance with City engineering standards. This development shall dedicate, provide, or financially guarantee the acquisition costs of street easements or public street rights-of-way as required by the alignment of the cul-de-sacs located within or beyond the boundaries of this plat as necessary to service or accommodate this development. Planning Report – Eagan Senior Living August 28, 2018 Page 28 4. A separate detailed landscape plan shall be submitted overlaid on the proposed grading and utility plan. The financial guarantee for such plan shall be included in the Development Contract and shall not be released until one year after the date of City certified compliance. D. Public Improvements 1. If any improvements are to be installed under a City contract, the appropriate public improvement project and associated contract must be awarded by Council action prior to final plat approval. E. Permits 1. This development shall be responsible for the acquisition of all regulatory agency permits required by the affected agency prior to final plat approval. F. Parks and Trails Dedications 1. This development shall fulfill its park and trail dedication requirements as recommended by the Advisory Parks Commission and as awarded by the action of the City Council. G. Tree Preservation and Mitigation 1. This development shall be responsible for preparing a tree preservation plan and mitigating for any removal in excess of the allowable limits. Mitigation shall be in the form of replacement trees, cash equivalent, or a combination thereof in accordance with the recommendation of the Advisory Parks Commission and as allowed under the City's tree preservation ordinance and as approved by the City Council. H. Stormwater Management and Water Quality Protection 1. This development shall manage stormwater and protect water quality by meeting requirements for design standards, minimizing impervious surface area and maximizing infiltration and retention, and providing acceptable complementary stormwater treatments, stormwater treatment ponds, regional ponds, and maintenance of private stormwater facilities in accordance with the current City post construction regulations and as recommended by the Advisory Parks Commission and awarded by C. I. Wetlands Protection and Management 1. This development shall protect and manage wetlands by meeting requirements for wetland delineations and assessments, sequencing and replacement, and wetland buffers and setbacks in accordance with the current wetland protection and management regulations and as recommended by the Advisory Parks Commission and awarded by Council action. J. Airport Noise Attenuation 1. This development shall be responsible for meeting all appropriate noise attenuation conditions if the property is located within the Metropolitan Council Noise Exposure and/or Buffer Zone. Planning Report – Eagan Senior Living August 28, 2018 Page 29 K. Other 1. All subdivision, zoning, and other ordinances affecting this development shall be adhered to, unless specifically granted a Variance by Council action. L. Mailboxes 1. The construction and location of all mailbox supports shall be in accordance with the United States Postal Service policies and regulations for centralized delivery, and the locations shall be approved by the City Engineer and be identified in the final constructions plans for the development. Advisory Planning Commission City Council Approved: August 25, 1987 September 15, 1987 REVISED: July 10, 1990 REVISED: February 2, 1993 REVISED: July 9, 2009 REVISED: July 1, 2014 SAWGRAS S T R E SPRINGWO O D P A T H TOWNCENTREDRIVEPROMENADE AVECOUNTY ROAD NO.43 (LEXINGTON AVE.)TRAILS END RDWESCOTTSQUARELUNAR LANETOWN CENTRE DRDISCOVERY RDK I T T I WA KE CIR EAGANDALEPLACEINTERSTATE HWY. NO. 35ESTATION TRLWIDGEONWAYALDRINDRIVESAWGRASSTRLWNWOODTRAILDUCKWOODTRAILDENMARKAVEBLUEJAYWAYSABETTY LNDUCKWOOD DRTHORWOOD CTNORTHWOOD PKWYNORTHWOODCIRYONE OAK ROAD)WOODLAND COURTCHESTNUT LNWOLFBERRY CTDENMARK AVENGTON AVE.)NEIL ARMSTRONG BLVDMERGANSER CTSAWGRAS S T R W DUCKWOOD DRIVECOLUMBIA DRGOLFVIEWDRAPOD NO.28 (YANKEE DOODLE ROAD)WIDGEONWAYTOWNCENTREDRIVEWESCOTT WOODLANDSMONARCHTRLWILD ROSE CTSAWGRASSTRLE C.S.A.H. NO.26 (LONE OAK RD.)DCT.GEMINIRDO 'LEARYLA N ECLUBVIEWDR S P O O N B IL L C IR K ICO. HWY. NO. 28 (YANKEE DOODLE RTRAILCTAPOLLOROADMoonshineParkO'LearyLake ParkWescottCommons ParkLocation Map01,000500Feet´§¨¦35E§¨¦494Cliff RdDiffley RdYankee Doodle RdLone Oak RdMap Area ExtentProject Name: Eagan Sr LivingRequestV:5H]RQLQJ3UHOLPLQDU\3ODQQHG'HYHORSPHQW3UHOLPLQDU\6XEGLYLVLRQCase No V.: 5=3'36Subject Site CO. RD. 28 Yankee Doodle RoadCO. RD. 43 Lexington AvenueCO.RD.28YankeeDoodleRoadCO. RD. 28 Yankee Doodle RoadDiscovery RoadGolfview DriveDiscovery Road200 0100 Feet´This map is for reference use only. This is not a survey and is not indtended to be used as one.Aerial photo-Spring 20163URMHFW1DPH(DJDQ6U/LYLQJ5HTXHVWV5H]RQLQJ3UHOLPLQDU\3ODQQHG'HYHORSPHQW3UHOLPLQDU\6XEGLYLVLRQ&DVH1R V5=3'36 PAGE 1 OF 1Drawn By: SANDYDate:7/24/2018Scale: AS NOTEDRevisions# Date CommentsGENERAL NOTES:A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITYFOR THE INTERPRETATION OF THIS CALCULATION ORCOMPLAINCE TO THE LOCAL, STATE, OR FEDERALLIGHTNG CODES OR ORDINANCES.B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTIONDOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCEOF THE PRODUCT.C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ONOBJECTS/SURFACES.SOUTHVIEW SENIOREAGAN, MNChecked By: ROSSLuminaire ScheduleCalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinSymbolQtyLabelArrangementLLFDescriptionArr. WattsLum. 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IWð8QLWIWð6WDLUIWð6WDLUIWð6WDLU$%&'()*+IWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLW6'B6'BIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLW6'B6'B6'B6'B6'B6'B6'B6'BIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð&OXE5RRPIWð2XWGRRU5RRIWRS'HFNIWð8QLWIWð8QLWIWð5HVWURRPIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWIWð8QLWNDDVZLOVRQDUFKLWHFWV6RXWKYLHZ6HQLRU/LYLQJ<DQNHH'RRGOH5G /H[LQJWRQ$YH6(DJDQ016RXWKYLHZRI(DJDQ/HYHO Project Narrative (Preliminary PD, Rezoning, and Preliminary Subdivision Application) Eagan Senior Living (a Southview Senior Community) 8.2.2018 (revised) PROJECT OVERVIEW Southview Senior Communities is proposing a new 173-unit senior living building on a 7.68 acre site located at the northeast corner of the intersection of Yankee Doodle Road and Lexington Avenue, in Eagan. This new community will consist of a mix of 48 Memory Care apartments (3 households of 16 apartments), 92 Independent Living apartments, and 33 Assisted Living apartments. Though there are a specified number of independent (“IL”) apartments versus assisted (“AL”) apartments, there really isn’t a clear designation of which unit types are categorized as IL vs. AL apartments, as Southview Senior Communities allow residents to select the apartment they would like, and services are brought to them regardless of where they are living in the building. This allows residents to fully “age in place” once they move in, and they are not forced to move to another apartment within the building should their level of assistance need increase – unless they need to move into a secured Memory Care Suite. Residents will have access to amenities such as a Pub, 2-story Dining Room with outdoor patio, Community Room, Theater, Fitness Room, Salon, and Club Room with a rooftop deck. In addition to the senior living portion of the building, Southview Senior Communities is proposing to include a preschool in the lower level of the building, similar to the All Seasons Preschool located in the lower level of Southview’s Inver Glen building, located in Inver Grove Heights. Typical hours of operation for the preschool will be 8:30 am – 3:30 pm. Though the preschool would be located at the lower level of the building, parking for drop off and pick up would be located up at the main driveway and parking area, and parents would bring their children in though the main entry vestibule and enter the building with an access code. Parents would then walk their children down through the corridor to the western elevator and take that down to the preschool. The proposed preschool will accommodate 34 students across 3 classrooms, an art studio, and other activity spaces. The preschool offers intergenerational programming with a nature-based and art-centered curriculum. This focus enhances the quality of life for both the students of the preschool as well as the residents from the senior living that engage in the programming with the students. Students are encouraged to express themselves through drawing and writing, mastering fine motor skills while developing the cognitive and social-emotional areas impacted by the practice of art. The children will have direct access to an outdoor play area, where they develop more advanced motor skills and positive social interactions through play. ZONING AND COMPATIBILITY WITH ADJACENT USES The site for this proposed project is currently part of a larger parcel of land that is currently zoned BP (Business Park). The site will be replatted, and the development team is requesting the subject parcel for this proposed project be rezoned PD with a base R-4 zoning. This is in line with Comprehensive Guide Plan Amendment Request approved by the Metropolitan Council earlier this year. The proposed use is considered compatible with the adjacent residential land uses - medium density residential (MD) to west and high density residential (HD) to the south. Single story office (O/S) is located to the southwest, and business park uses (BP) wrap this site to the north and east. Though not in either the Central Commons Special Area Plan nor the Carriage Hills Special Area Plan, this site sits just between the two and this use is in keeping with several of the goals and objectives listed in both Special Area Plans. The topography of this site has posed a significant challenge to developing this property for a business use, as made evident by the number of years this site has sat vacant. The proposed use is a better use for this land, and the building with its below grade parking garage, is able to sit within the landscape and topography better than a business use building would. The proposed use is co mpatible with the adjacent uses and should be easily be supported city services such as water, sewer, and roadways. BULK LOT REQUIREMENTS AND DENSITY The bulk lot requirements for the underlying R-4 zoning call for 2,750 sq. ft. per unit for buildings with 6+ units. The required lot area may be reduced by 300 sq. ft. for each dwelling unit served by an underground garage. While the bulk lot requirements would dictate a requirement for a larger site than the proposed parcel by a few acres, the proposed density for this site is 22 units per acre, which is comparable with the previously approved Eagan Pointe Senior Living. Similarly, Eagan Pointe provided 1,929 s.f. of site per unit and this proposed building exceeds that amount slightly at 1,979 s.f. of site per unit. BUILDING MATERIALS AND SITE CONTEXT The building was set on the site in a manner that follows the topography changes across the site which generally drops from north to south, strives to preserve as many of the existing trees on the site as possible, and maintains the existing storm water pond located in the southeast portion of the site. Application of architectural massing, material variation, and detail is distributed around all sides of the building. Most units will have their own private deck, and additional outdoor patios and a fourth floor rooftop deck will be available to residents to enjoy. Additional site amenities will incorporate walking trails with a gazebo/arbor and landscaped areas throughout the property. The exterior of the proposed building is residential in character and the exterior materials are a combination of an ashlar pattern colored architectural CMU at the exposed portions of the garage, with a mix of stone, brick, and fiber cement board siding in lap and shake patterns, accented with some fiber cement panel at the upper portion of the building. A brick masonry base wraps the body of the building, making it visually distinct from the upper floors, and a rhythmic mix of architectural bays and decks break up the massing of the building. A porte-cochere will provide covered protection from the elements for residents and visitors. BUILDING HEIGHT AND SETBACKS The underlying R-4 zoning classification allows for building height up to 60’, but then also requires that the setbacks to be increased by 3’ for every 1’ in height of the building exceeding 35’. The subject parcel is bounded on the west by Lexington Avenue, on the south by Yankee Doodle Road, and on the east by Discovery Road, creating three front yard setbacks for the property and rear yard setback to the north. The building height is 56’-2” from average grade to the midpoint of the roof, which results in 63.5’ of additional setback being required by the zoning. The development team has worked on adjusting the footprint on the site from what had previously been shown at the Comprehensive Guide Plan Amendment phase, in order to fit the building within the setback constraints to the greatest extent possible and keep the building out of the easement around the existing storm water pond. After recently receiving ROW information from the county, the development team found that the south side of the building is over the setback by 10.9’, and the amount the building was over the setback on the west side increased to 26.9’. The Building sits 9.8’ over the easterly setback line. The topography of the site contributes 15’ of additional setback beyond the standard setbacks stated for a R-4 zoning, so if this were a flat site, the building would not be over the southern or eastern setback line, and would be over the westerly setback line by 11.9’. (Sliding the building to the east to minimize the westerly setback encroachment doesn’t work due to the location and size of the existing pond.) The development team is requesting flexibility within the PD with regard to the setbacks. We feel this is a reasonable request as if this were a flat site, the building would for the most part not be over any setbacks, and having three frontyard setbacks on this site significantly reduces the amount of site left within the setbacks. EASEMENTS ON THE SITE There is an existing easement around the pond at the southeast portion of the site, and there are other drainage and utility easements on the site. The development team expects to work with the city regarding their comments on and requirements for these easements. The existing easement around the pond will likely be vacated and reshaped in the replatting process. The current owners of the property have requested that the existing Skyline monument sign, located near the NW corner of the intersection of Yankee Doodle Road and Discovery Road, remain with the sale of the land and replatting. The development team is amenable to allowing an easement or whatever legal agreement needs to be put in place for this to remain. PARKING Within the zoning ordinance for the city of Eagan, the requirements for parking for senior living facilities default back to those of multifamily housing. While this not uncommon for zoning ordinances to not have requirements unique to this type of use, senior living facilities function at a much different intensity level in terms of parking, and subsequently traffic generation. The parking counts for this proposed project are located on the civil site plan (sheet C2.0). Based upon experience at several of their other buildings, including Eagan Pointe Senior Living, Southview Senior Communities feels that the proposed quantities of parking will be sufficient to meet the demands of this building. Kaas Wilson Architects has submitted a Parking Analysis that summarizes the parking conditions for several senior living facilities within the Twin Cities Metro Area – some of which are Southview Senior Communities – for reference of parking counts and ratios for these projects. The projects in the top row tend to be larger projects and thus often have more independent living units in them, which increases the demand for parking and thus the parking ratio is somewhat higher. The projects in the bottom row tend to be comparatively smaller and have a greater amount of higher-acuity residents that tend not to drive so much. SITE STORMWATER MANAGEMENT STRATEGY The current concept for stormwater will be to collect the western parking lot area and north half of the building in a proposed infiltration basin in the landscaped area in the parking lot. The east half of the parking lot will be collected and treated in an underground infiltration chamber system located in the entry drive east of the garage entry. Both of these systems will discharge into the existing storm sewer that outlets the existing pond onsite. The south half of the building will be routed to a proposed infiltration basin located in the southwest corner of the site. This basin will discharge into the existing storm sewer pipe in this location. The collective system will be designed to provide rate control and water quality control to meet the City of Eagan requirements. TREE NARRATIVE Per the City of Eagan Zoning Ordinance, a tree preservation plan is required for this site. There is a total of 115 existing trees on the site, 10 of which trees are specimen trees and 89 significant trees. The proposed site is allowed to remove 30% (35 trees) of trees for any given commercial/mixed use development project; we are proposing to remove 78.3% (90 trees) of the trees on this site. With the increased amount of tree removals, a tree mitigation, planting and landscape plan are required. Per the individual tree mitigation calculation details shown in the civil plan set of sheets L1.0-L2.0, 56 trees are required to be mitigated. We are proposing to replace 252 Category B trees on the site as required according to the City of Eagan Zoning Ordinance. Along with the required replacement/mitigation trees for this site, we are also proposing to plant 27 additional overstory trees and 27 additional understory trees to count toward the landscaping requirement of 3% of the building construction cost. We are unable to meet the 3% ($725,000) required landscaping materials on this site without over planting. We believe we are meeting the overall intent and purpose of the City of Eagan’s landscaping ordinance and the surrounding neighborhood in which the site is located with the proposed landscape plan. TIMING/PHASING OF THE PROPOSED PROJECT The intent of the timing for this project would be to get through city entitlements in late 2018, and apply for building permit review in early 2019 in anticipation of a spring 2019 construction start. DEMAND Southview has commissioned a preliminary market demand study and feels confident in the demand for this use in this location. Several of the “competing” buildings cited in the primary market area are Southview Communities buildings that have been experiencing high occupancy rates. The study takes into account the soon to open Stonehaven Senior Living community, and still demonstrates a strong demand in this area for this type of housing. Both the Eagan Forward study commissioned by the Eagan City Council as well as the 2030 Comprehensive Plan touch on the need to house the growing senior population, providing a diverse mix of lifecycle housing to accommodate the housing needs of people at all stages of life. The 2030 Comprehensive Plan details how Eagan is nearly fully developed with relatively little vacant or underutilized land left, though the population is still expected to grow in the coming years. Maximizing underutilized sites such as this in terms of density and use accomplishes the goals of accommodating population growth and provision of lifecycle housing for seniors that either need or want to live in a community that can cater to their needs as they age, be able to stay near their homes and family, and the availability of housing options like this opens up housing stock up for other residents. The Comprehensive Plan addresses the need for seniors housing in Goal 4.4 (supported also in Policy 4.6), which guides the city to “maintain a well-balanced community with a diverse mix of housing types and values in the community to accommodate the housing needs of persons of all incomes and all stages of life.” Seniors chose to move into communities such as the one proposed for a wide variety of reasons, but often these reasons surround a desire for community and not isolation, no longer wanting to maintain a home, and/or an increasing need for assistance with certain activities of daily living. As their needs change at this stage of life, so increases their demand for housing that can help support those needs, and the demand for this is ever increasing as the wave of Baby Boomers hit their retirement years now and in years to come. The State Demographic Center projects that by 2030 nearly 1 in 4 residents in Dakota County will be aged 65 or better, and the Metropolitan Council projects that 1 in 3 residents in the metropolitan area will be aged 65 or better by 2040. Suburban Population Surge, Age 85+ (Courtesy Minnesota State Demographic Center-MN population projection 2015-2040) In recent years we have seen an increase in the mobility of physicians and medical personnel to travel to seniors, with many of these senior living communities expanding space dedicated to therapy and small clinic spaces where specialists can meet with residents and residents don’t need to leave the building. Many operators are devoting more programming and space to active lifestyle and wellness – from nutritional considerations in a wider variety of meal options and dining experiences, to wellness studios and outdoor amenities. Senior living communities continue to evolve with the changing demands of their residents, and the communities created today look and feel very different from those built even just 10 years ago. As a large portion of our demographics hit this later age bracket, the sheer volume of the need for senior housing with services may likely drive even further change and innovation in how services are delivered to our seniors. SUSTAINABILITY AND ACTIVE LIFESTYLES – GOALS AND VALUES OF THE COMPREHENSIVE PLAN Inherently by increasing density and promoting more compact development, housing and community amenities/services are located closer together and thus reduce energy consumption. When pedestrian connections are overlaid, and development happens in a strategic way, walkability can increase by giving people a reason to get out and go somewhere on foot. While the range of how far seniors might walk will depend on their physical condition, even getting out for a short while to move around, get some fresh air, and feel the sun shine can have tremendous benefits to their physical, psychological, and cognitive well-being. Southview Communities often strives to create walking paths whenever possible on their sites, and while topography may prove to be a challenge on this site to providing trails around the entire site, certainly a connection to the local sidewalks would be made, providing connection to the larger community. Both Yankee Doodle Road and Lexington Avenue border the site and provide sidewalks on both sides of the street. The Comprehensive Plan guides for “right-sizing” parking to the actual need of the development in order to minimize unnecessary impervious surfaces. Applications for senior living developments often illuminate the disconnect between parking requirements for the multifamily zoning that senior living often falls under when it does not have a separate zoning classification, and the actual demand for parking with this type of use. This proposed community will have an underground garage accommodating any residents that have a vehicle as well as staff parking, leaving the surface parking reserved for visitors. Southview Communities have regularly scheduled outings to local destinations for residents, further reducing parking demand at their senior living communities. The numerous medical office buildings/clinics to the southwest of the site are a great amenity to have so close by for seniors needing medical care, and the nearby shops and restaurants are conveniently located as well. As noted earlier, the building has been sited to provide areas for storm water management strategies that enhance the landscape and provide an amenity to the community. 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They are very well done and informative. I have not changed my mind in regard to being opposed to this development. I see this incessant development of every square inch of Eagan unnecessary. That said, I have some comments listed below: I won't comment on each area other than to say I see no benefit to the general public or need for this. We have enough housing, development and senior housing. Developing the property is not necessarily a better use of the land. I'm extremely disappointed with the dramatic loss of trees and green space. Mature trees, especially oaks, cannot be replaced. The loss of the pond, manmade notwithstanding, is disappointing, as it is a home for wildlife. I reference page 12. Access/egress is too limited which is exacerbated by the traffic caused by Faithful Shepard School. Expanding Yankee Doodle only creates more traffic noise; it's bad enough as it is. Cash dedications are nice, but they don't replace green space or trees; once they're gone, they're gone. It also seems to be a method for buying your way out of city open space mandates. I disagree the developer should be able to deviate from city codes in numerous areas. Why couldn't the City "eminent domain" the property or waive the property taxes for Skyline to keep the acreage the way it is? Eagan has plenty of tax revenue streams, especially with advent of the Vikings' new complex. When Skyline built their plant, I remember them coming to neighbors to ask what they wanted done with the property. Overwhelmingly, the response was to leave it alone. Other than the almighty dollar, which seems to rule all, why did they change their minds? What is my next course of action? I intend to reach out to Paul Bakken and the other council members before their next meeting. Thanks, Jeff Agenda Information Memo October 16, 2018, Eagan City Council Meeting OLD BUSINESS B. Final Planned Development – Viking Lakes Action To Be Considered: To approve a Final Planned Development for development of a 14-story, approximately 320 room conference center hotel on Lot 1, Block 1, Viking Lakes 3rd Addition. AUTHORIZE the issuance of a Footing & Foundation permit prior to recording of the Final Subdivision. Required Vote For Approval: Majority of Councilmembers present Facts:  The 200-acre Viking Lakes Preliminary Planned Development was approved on June 21, 2016.  The proposed hotel at this location is consistent with the Preliminary Planned Development that called for hotel, office and service/retail uses in this area (Area 4). All bulk standards and Architectural Guidelines are met.  The proposed facility will include twelve-stories of hotel rooms and suites over the hotel lobby, full-service restaurant and approximately 18,000 SF of meeting space including ballrooms and multiple meeting rooms.  The final development plans have been reviewed by staff and are consistent with the preliminary approvals; the City Attorney has drafted the Final PD Agreement.  All documents and agreements are anticipated to be in order for execution at the City Council meeting on October 16, 2018. Attachments: (5) OBB-1 Location Map OBB-2 Site Plan OBB-3 Staff Memo OBB-4 Hotel Elevation OBB-5 Final PD Agreement City Council Meeting Minutes September 17, 2018 6 page 12. The applicant shall clarify underground stormwater filtration system details, including detailed construction cross-sections and notes include a treated-plywood box frame with internal supports, under-drain details including cleanouts/vents), erosion-control protections at toe and top of side-slopes, iron-sand mix specification/composition/source and estimate mix volume needed, impermeable liner specifications (thickness, acceptable joint sealing, etc.), etc. for contractor to successfully construct and protect. Pertinent plan sheets shall also include notes for coordinating City Water Resources Staff inspection of Iron-Sand Filtration during critical construction steps. 13. 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, the stormwater management facility (e.g. filtration system) 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. 14. 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. 15. 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), filtration system, etc.), including soil loosening & amendment, conform to design and/or construction plans, as approved by the City. As- built volumes shall be provided for the filtration system. 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. Comprehensive Guide Plan Amendment, Rezoning, Preliminary Planned Development And Preliminary Subdivision – Southview Senior Living City Administrator Osberg introduced the item noting on May 1, 2018, the City Council directed the Comprehensive Guide Plan Amendment to be sent to the Metropolitan Council for review. Before the Council are four actions to consider, a Comprehensive Guide Plan Amendment to change the land use designation, a Rezoning from Business Park to Planned Development, a Preliminary Planned Development to allow a 4-story senior housing facility with a preschool upon approximately 7.9 acres, City Council Meeting Minutes September 17, 2018 7 page and a Preliminary Subdivision of approximately 39 acres to create two lots located at 3355 Discovery Road. City Planner Ridley gave a staff report and provided a site map. The applicant, John Myhre with Southview Senior Living, was available for questions. Mayor Maguire opened the public comment. There being no public comment, he turned the discussion back to the Council. The Council discussed the request. Councilmember Fields noted she would like to see the Gazebo area moved or arranged (such as a pocket park) where it would be accessible to the public. The applicant was supportive of the idea and agreed to work with Parks and Recreation Director Pimental. After further discussion it was the consensus of the Council to continue the item. Councilmember Fields moved, Councilmember Bakken seconded a motion to continue the Comprehensive Guide Plan Amendment, Rezoning, Preliminary Planned Development and Preliminary Subdivision to the October 16, 2018 City Council meeting. Aye: 5 Nay: 0 LEGISLATIVE / INTERGOVERNMENTAL AFFAIRS UPDATE There was no legislative/intergovernmental affairs update. ADMINISTRATIVE AGENDA CITY COUNCIL Councilmember Fields announced the Lone Oak Days at Holz Farm is this weekend. VISITORS TO BE HEARD There were no visitors to be heard. ADJOURNMENT Councilmember Tilley moved, Hansen seconded a motion to adjourn the meeting at 8:19 p.m. Aye: 5 Nay: 0 _______ Date ______ Mayor _______ City Clerk 1156 12" OAK 1_5A -- -- I4 M \ ` \\ 1 j \\ I I 1138 C \ \ 11 I 9" HAC v I I 10 1163\` \ 1 \ ❑ �/ \ -- -- -j 24" 40" 11, / \\ \------------------------------------�-------------------�----- \ 1137 24' OAK ❑- 40" OAK / 1160' \ i �\ \ \----------------------- G \ \ v I 1135 1136HAC 4 \�" CH E \\ '�-------- 5 - 4� A CBR \ SMH 14" CES 16" PIN 24'�AK 8" OAKr \ GU\ \ b� 3 \Rim=882.4--I ---Rim=883.5 1 3 CD \ / 8gG----------------------------------------------- `b ----------� \ Inv=O.o ($�i Inv --0.0 I HAC C B STMH C \\ CL x 1167 im=887.9 N 0 ST 30' OAK Inv=0.0,�'L�f\\ v I \\ I �❑ 34 \ q5a V) CBR \/ `\ \ P C \ / v I `ERr''Q" HAC v J i-. 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H H-�- - - - -- -J ���( STI Ea m t r plat Of 1Ri1b=876.2 J' } nv=0.01 \ E � PV Inv=o.o \� $ 1 --Rim J v / Rim=871.9-- Drainage and 0. 2 Ex. t9�00 % t % % _T [}moi ern ent er plat o o 8 * 1 ; Inv O. ` 2.1 (i�trtDCdtEi1 Inv=O.o I ' 1 - /% - E�/= R�E , �2' SCP- -f r q$���]l� < \ II�p_ 1 I 1 I j 1� % ' « 'I <G ST <T « « �-- «« �•-yI-I+AG(e l }�U r\ r U l \ /1 / \I\` V ' r-- -1- - ' ---1 ® i , 1 �� « « « << < 1 `I 11 i PP C%-�Vf{19 1168v Q Z ,`I CBR I I A >> » �» v r » >fi2£� » ST G< F < RIm=873.4--' - - --- - ---=al��=�- -- - ?�� CED-1-� Inv=0.0 I 3 1 0. _�� �_�� ---- Lc1 G ow�aw a"u"� y-- ----ou ----' ar+o I o,u ow o,u ow � SITE LAYOUT NOTES: �017 0� S �0�ei 1. CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO (M n (oD lUI IF, BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND Civil Engineering - Surveying ^ Landscape Architecture PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND 4931 W. 35th Street, Suite 200 PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR St. Louis Park, MN 55416 THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. civiisitegroup.com 612-615-0060 ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. , 1F' • • 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, • INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. ik . • 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 4. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 6. CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 8. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS -SEE DETAIL. 9. CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 10. SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES -SEE DETAIL. 11. ALL CURB RADII ARE MINIMUM T UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. Z LO 14. PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. > z a 15. ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP. J Z O Q p 16. BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS C7 _J FOR PAVEMENT SECTIONS.W (' LU 17. ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A O p V) o CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. Q co SITE PLAN LEGEND: ro� I ELE I ELE ELE ELE ELE CN CN EIE CN / q -4 -q --_- _ C Rim=880.6 o'wr o'w L Ev -�4_4� q�q�4� SMH O i *Inv=857.95 N 4 �4 �4� q p�-4_4-4- q-4 Rim=879.3 - 2.92 8" P�C �� *Inv --857.9 W _< <- �p q q_q q q q_qqmeq- LJ *Inv=858.30 E---- S ` ` ` < S - SPECIALTY PAVEMENT -PROVIDE BID FOR THE 12" RCP 12" RCP I--- j S87052'35"W 450.0 *Inv=858.05 S = 0 1 ,55 11 FOLLOWING OPTIONS, INCLUDE VARIATIONS OF BASE GU -872. = 72(j/, GI g71 CBR GU=871.6 ; G 872 U GU=8 .4 GU=878.4 GU=879.6 MATERIAL AND OTHER NECESSARY COMPONENTS. _ 74.8 GU=875.6 - 8 I 12' RCP / I - .9 GU 8 - 73 - , -872 GU 8 _ GU _ v - 9 , CBR Rim -871.2 i % -i CBR --------y-- _ - � }_.SMH-------------------------------------- I ` -_--CBR -------------- -------R =2939.79 ---------------------------------------- 1. STAMPED &COLORED CONCRETE I p ; Rim -871.4 ='� *Inv 867.012 E- ST ---� =Rim=871.4 RIm=876.3---------------------------- -- I 17(7.32 i *Inv=868.04 E *Inv=867 STMH *Inv=867.8 W v ---Rim=873.0 i---------------------__Inv--0.0 v -----------------------_-_-_-_-_-_--------------------- dnv=860.49 S 2. CONCRETE PAVERS I ^ I ; *Inv=86�°>.39v `i'-Rim=871.7 i i MAKERS, COLORS, MODELS, & PATTERN TO BE Inv=o.o A=2°29 5 _ _ SW Corn�r Lot 1 I %, 81 PVC I i _ CBR INCLUDED IN SHOP DRAWING SUBMITTAL PRIOR TO 1 ----- R=2789.79 v j ----Rim=876.5 v - Right of Access per plat of EAGAND E i YANKEE DOODLE ROA; D In°=o.o 8-j PVC CONSTRUCTION. CORF�JRATE CENTER N0. 2, (Ex. 10)8 I I PERVIOUS PAVEMENT CONCRETE PAVER PERVIOUS -I SYSTEM. INCLUDE ALL BASE MATERIAL AND APPURTENANCES AS SPECIFIED PER MANUFACTURER SPECIFICATIONS & INSTRUCTIONS. -� Imo, I�, _ MAKE: BELGARD, OR EQUIVILANT MODEL: AQUASTONE, OR EQUIVILANT \ i PARKING CALCULATIONS: ZONING INFORMATION: SITE AREA TABLE: COLOR: T.B.D. PROVIDE SAMPLES, SHOP DRAWINGS & PRODUCT DATA REQUIRED PRIOR j PARKING CALCULATIONS ZONING INFORMATION SITE AREA CALCULATIONS TO CONSTRUCTION. ZONING DISTRICT I R-4: RESIDENTIAL MULTIPLE DISTRICT DIMENSIONAL STANDARDS MINIMUM LOTAREA MAXIMUM BUILDING HEIGHT 60 FEET MAXIMUM BUILDING COVERAGE 20 PERCENT MINIMUM FRONTYARD BUILDING SETBACK 50 FEET+63.5 FEET MINIMUM SIDE YARD BUILDING SETBACK 50 FEET +63.5 FEET MINIMUM REAR YARD BUILDING SETBACK 30 FEET+63.5 FEET PARKING REQUIREMENTS FOR EACH BUILDING AT LEAST ONE ENCLOSED OR UNDERGROUND GARAGE SPACE PER UNIT AND AT LEAST 0.5 OUTDOOR PARKI NG SPACE PER UNIT SHALL BE PROVI DED. PARKING SPACE SIZE AISLE WIDTH 10,X19, 24' MINIMUM PARKING SETBACK REQUIREMENTS PUBLIC STREET 20 FEET SIDE OR REAR YARD 5 FEET ADJACENT TO RESI DENTIAL OR AGRI CULTURAL DIRECTLY ADJACENT TO RESIDENTIAL ZONING 50 FEET DIRECTLY ADJACENT TO PARKS OR PUBLIC PROP. 50 FEET ADJACENT TO RESI DENTIAL ACROSS STREET 50 FEET GREENSPACE REQUIREMENTS GREEN SPACE COVERAGE 25 PERCENT *Full continuum of care requires 1 space per unit of which 0.5 spaces provide in an enclosed or underground garage space. Daycare requires 10spaces, plus Ispace for each 500sq. ft. in the principle structure. *Nursing home, convalescent home, sanitarium or otherfull care facility: At least one parking space for each six beds for which accommodations are offered, plus one additional space for each 15 beds. 173 TOTA L UNITS 0 SF 48 MEMORY CARE UNITS ALL PAVEMENTS 125 INDEPENDENT LIVING HOUSING UNITS 2.5% INDEPENDENT LIVING UNDERGROUND PARKING STALLS 333,811 SF UNDERGROUND PARKING STALLS REQUIRED: 63 UNDERGROUND PARKING STALL PROVIDED: 97 INDEPENDENT LIVING SURFACE PARKING STALLS GEOTECHNICAL REPORT FOR AGGREGATE BASE & SURFACE PARKING STALLS REQUIRED: 125 SURFACE PARKING STALLS PROVIDED: 60 PROPOSED SURFACE PARKING STALLS DEDICATED TO DAYCARE: 26-27 MEMORY CARE PARKING STALLS PROPOSED CONDITION SURFACE PARKING STALLS REQUIRED: 11.2 SURFACE PARKING STALLS PROVIDED: 11 TOTAL PARKING STALLS REQUIRED: 199.2 TOTAL PARKING STALLS PROVIDED: 168 TOTAL PROOF OF PARKING STALLS SHOWN: 31.2 EXISTING CONDITION BUILDING COVERAGE 0 SF 0.0% ALL PAVEMENTS 8,594 SF 2.5% ALL NON -PAVEMENTS 333,811 SF 97.5% TOTAL SITE AREA 342,405 SF 100.0% PROPOSED ROW DEDICATION AREA GEOTECHNICAL REPORT FOR AGGREGATE BASE & 342,405 SF IMPERVIOUS SURFACE WEAR COURSE DEPTH, SEE DETAIL. 20,440 SF EXISTING CONDITION 8,594 SF 2.5% PROPOSED CONDITION 120,851 SF 35.3% DIFFERENCE (EX. VS PROP.) 112,257 SF 32.8% PROPOSED CONDITION LIGHT DUTY BITUMINOUS PAVEMENT. SEE 49,433 SF 14.4% GEOTECHNICAL REPORT FOR AGGREGATE BASE & 71,418 SF 20.9% WEAR COURSE DEPTH, SEE DEATIL. 197,163 SF 57.6% HEAVY DUTY BITUMINOUS PAVEMENT. SEE W 8 GEOTECHNICAL REPORT FOR AGGREGATE BASE & 342,405 SF 92.9% WEAR COURSE DEPTH, SEE DETAIL. 20,440 SF Z Y CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK) CO Z < SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE 0� < & CONCRETE DEPTHS, SEE DETAIL. - - PROPERTY LINE 2 0 M M M M M CONSTRUCTION LIMITS F__a CURB AND GUTTER -SEE NOTES (T.O.) TIP OUT ------------- GUTTER WHERE APPLICABLE -SEE PLAN CITY OF EAGAN SITE SPECIFIC NOTES: 1. THE DEVELOPER SHALL BE RESPONSIBLE TO RESTORE THE STREET, CURB AND GUTTER, AND BOULEVARD DAMAGED BY INSTALLATION OF UTILITIES AND THE DRIVEWAY ENTRANCE, IN A MANNER ACCEPTABLE TO THE CITY ENGINEER. 2. THE APPLICANT SHALL SUBMIT A PROPOSAL/INFRASTRUCTURE PLAN TO BE APPROVED BY STAFF TO PROVIDE TELECOMMUNICATIONS FIBER TO THE PREMISES (FTTP). THE APPLICANT SHALL PROVIDE A CIVIL DRAWING PLAN FOR OUTSIDE PLANT (INCLUDING HANDHOLES AND CONDUIT PATH) WORK AS WELL AS AN ELECTRICAL PLAN FOR INSIDE PLANT WORK TO BE REVIEWED AND APPROVED BY CITY STAFF. THIS DEVELOPMENT SHALL INCLUDE THE INSTALLATION OF FIBER OPTIC CABLE IN ITS CONSTRUCTION PLANS AT THE TIME OF BUILDING PERMIT. 3. THE APPLICANT SHALL PROVIDE A CONTRACTOR PARKING PLAN IN A FORM ACCEPTABLE TO THE CITY ENGINEER, AT THE TIME OF FINAL SUBDIVISION APPROVAL. 4. RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT WILL REQUIRE A SEPARATE BUILDING PERMIT. CONTRACTOR TO PROVIDE ENGINEERED PLANS AS REQUIRED. TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. HC = ACCESSIBLE SIGN NP = NO PARKING FIRE LANE ST = STOP CP = COMPACT CAR PARKING ONLY GOPHER STATE ONE CALL WWW.GOPHERSTATEONECALL.ORG (800) 252-1166 TOLL FREE (651) 454-0002 LOCAL 1" = 50'-0" 25'-0" 0 50'-0" 0 ZLU V LU WJ p Cn Z W 8 W LLI LU = CO Z Y W0 CO Z < 0� < F_ 2 0 F__a N L0 LU U W i O d I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Matthew R. Pavek DATE 10/08/18 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY REVISION SUMMARY PROJECT NO.: 18089 OVERALL SITE PLAN C200 COPYRIGHT 2017 CIVIL SITE GROUP INC. O (C �O�� �0�ei p O M p al I 0134 Civil Engineering °Surveying °Landscape Architecture O St. Louis Park, MN 55416 10" HAC S 1 4931 W. 35th Street, Suite 200 1117 `-vim o I 7" HAC 1114 111612" CHE m 8" HAC 0 1113 I 111 a civilsitegroup.com 612-615-0060 12" CHE x 8" HAC 8 � 1120 , kaos sHAC 1115 I ' I { ' 1121 34" OAK 0 2 �\ t- 1131 9" HAC 12" CHE 10" 0" CHE A z" HAC - 9 1,26AC S89036'11"E 830.71 _ • �ICvDD 5' PARKING SETBACK I 14271,IA _0 g12HAC 0 CONSTRUCTION LIMITS / ICID Z ._ I IJ lid-i==---� I w � N MATCH EXISTIN TYPv N ��`� o v PU LICi AIL ENTRANCE oa V I ' �OAK B612 C&G, TYP. BIT. PVMT., TYP. 79 / �' 3' CURB TAPER I CBR Rim=878.4 Inv=0.0 STMH Rim=875.2 *Inv=847.19 SSE - *Inv=847.05 SE *Inv=845.02 W W 33" RCP �« I -"_T'4 W< Q z -- O z i X w J CBR CBR Rim=873.! Rim=873.6 -- 1 nv=0.0 Inv --0.0 12" CP ' 15" CBR Rim=87 Inv=0.0 � l:tlK Rim=873.3- Inv=0.0 a U ERZLA TRUCTURE1. J INC UDE F00 INGS. SHOT DRAWIN RE UIRED, SE DET IL; EfARC�MENT FO �REFERENCI 4A ----- --t'11RETAINING' ATU AL BOU I Iv MEANDERI GTH WITH BENCH BREAK UT ACES & POLLINATOR P ANTI G BEDR CBR Rim=873.4 Inv=0.0 I oo I I I I I I I I I I I r I I ; I ; I I I MMI ,CJJIDLC r-M!"UVINU PED. RAMP PER ADA STANDARDS, TYP. 10' CURB TAPER (3) HITCHING STYLE BIKE RACKS, TYP. COLORED, STAMPED CONCRETE PATIO, TYP. SAMPLES REQUIRED PRIOR TO CONSTRUCTION COI WT 1 PVMT. SEATIrGAREA, TYP. T PUBLIC ART BENCH TO BE C01 DINATED \ WITH CITY, j P. a—�T—v-4—�-4— E I I I I I -SMH •--------------------------------------- --Rim=873.0 *Inv=860.49 S i I I I I S87°52'35 SITE PLAN LEGEND: SPECIALTY PAVEMENT - PROVIDE BID FOR THE FOLLOWING OPTIONS, INCLUDE VARIATIONS OF BASE MATERIAL AND OTHER NECESSARY COMPONENTS. 1. STAMPED & COLORED CONCRETE 2. CONCRETE PAVERS MAKERS, COLORS, MODELS, & PATTERN TO BE INCLUDED IN SHOP DRAWING SUBMITTAL PRIOR TO CONSTRUCTION. PERVIOUS PAVEMENT - CONCRETE PAVER PERVIOUS SYSTEM. INCLUDE ALL BASE MATERIAL AND APPURTENANCES AS SPECIFIED PER MANUFACTURER SPECIFICATIONS & INSTRUCTIONS. MAKE: BELGARD, OR EQUIVILANT MODEL: AQUASTONE, OR EQUIVILANT COLOR: T.B.D. - PROVIDE SAMPLES, SHOP DRAWINGS & PRODUCT DATA REQUIRED PRIOR TO CONSTRUCTION. LIGHT DUTY BITUMINOUS PAVEMENT. SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DEATIL. HEAVY DUTY BITUMINOUS PAVEMENT. SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DETAIL. CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, SEE DETAIL. PROPERTY LINE M IIIIIIIIIIIIIIIIIIIN IIIIIIIIIIIIIIIIIIIN M M CONSTRUCTION LIMITS CURB AND GUTTER -SEE NOTES (T.O.) TIP OUT GUTTER WHERE APPLICABLE -SEE PLAN tt* TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. l HC = ACCESSIBLE SIGN NP = NO PARKING FIRE LANE ST = STOP CP = COMPACT CAR PARKING ONLY GOPHER STATE ONE CALL WWW.GOPHERSTATEONECALL.ORG (800) 252-1166 TOLL FREE Ow (651) 454-0002 LOCAL U LU O w Il I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ma hew R. Pavek DATE 10/08/18 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY REVISION SUMMARY DATE DESCRIPTION PROJECT NO.: 18089 SITE PLAN ENLARGEMENT C201 COPYRIGHT 2017 CIVIL SITE GROUP INC. Z � L0 M C J a o i a ''nn V O LU LU W C0 O C a M Z 0 V W W W � U) O Z F LU V / p uJ LU Z W Y = U' Z LU 2 0 0 F- ~ a N L0 LU U LU O w Il I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Ma hew R. Pavek DATE 10/08/18 LICENSE NO. 44263 ISSUE/SUBMITTAL SUMMARY REVISION SUMMARY DATE DESCRIPTION PROJECT NO.: 18089 SITE PLAN ENLARGEMENT C201 COPYRIGHT 2017 CIVIL SITE GROUP INC. 1 Sarah Thomas From: Jeff Pohland <jeffpohland@yahoo.com> Sent: Monday, September 17, 2018 4:44 PM To: Mike Maguire <mayor.mike.maguire@gmail.com>; Cyndee Fields <CFields@cityofeagan.com>; Meg Tilley <MTilley@cityofeagan.com>; Gary Hansen <GHansen@cityofeagan.com> Subject: Eagan Senior Development Dear Council Members, I live in the carriage Hills Condominiums which is directly across from the proposed development. I have contacted Sarah Thomas and she was kind enough to forward the planning report to me. I reviewed it along with CAD conceptual diagrams. I have provided comments and concerns which were included in the Advisory Planning Commission packet for the meeting on August 28th. I spoke to Sarah today and she confirmed it was attached in tonight's meeting packet. I believe you are in receipt of all e-mails I have provided on this topic. I also left a voice mail for Greg Hove about the forestry departments role in the approval and/or disapproval of this project and enunciated my concern over the removal of 92 of the 115 significant trees. He voice mailed me a detailed response and did mention the mitigation process but, that notwithstanding, that'll never replace the full grown oaks which will be removed. He mentioned ultimately the City Council will decide after the 2 information and reports are provided. You'd think there'd be organizations that would try to protect trees and open space. Needless to say, I'm opposed to this development for reasons I've enunciated in prior e- mails. I have a conflict and won't be able to attend. I request that approval of this request be denied. Sincerely, Jeff Pohland AMES CROSSING RDC.S.A.H. NO. 26 (LONE OAK RD.) L O N E OAKPARKWAY STATETRUNK HWY.NO.55 VIKINGS PA R K W AYLONE O A K P A R K W AY COURTHOUS E L N LO N E O A K D R I V E HOLIDAY LNWATERS R D HOLIDAY LNVI K I N G S P A R K W A Y LONEOAKPARKWAYO 'N E IL L D R INVER GROVE HEIGHTSFUTUREPARK Park Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yankee Doodle Rd Lone Oak Rd Map Area Extent Project Name: Viking Lakes 3rd Addition Subject Site C201PHASE 1 SITE PLANENGINEERINGSURVEYINGENVIRONMENTALPLANNINGEVS, INC.10025 Valley View Road, Suite 140Eden Prairie, Minnesota 55344Phone: 952-646-0236Fax: 952-646-0290www.evs-eng.comSHEET NUMBERDRAWN BY CHECKED BYDATE PROJECT # # DATE REVISIONSHEETLOCATIONPROJECTJLL/DSG08.31.2018DEB2017-120EAGAN, MNFINALCLIENTI HEREBY CERTIFY THAT THISPLAN, SPECIFICATION, ORREPORT WAS PREPARED BY MEOR UNDER MY DIRECTSUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OFTHE STATE OF MINNESOTA.___________________DAN BOWAR, PEDATE08/31/2018REGISTRATION NUMBER45018VIKING LAKES3RD ADDITIONMV EAGANVENTURES LLC Memo To: Mayor and City Council From: Michael J. Ridley, AICP City Planner Date: October 10, 2018 Subject: Final Planned Development – Viking Lakes Conference Center Hotel Background The 200-acre Viking Lakes Preliminary Planned Development was approved on June 21, 2016. Final PD’s have been approved for the TCO Performance Center (Vikings Campus), Twin City Orthopedics (TCO) Medical Office Building, the Sports Medicine Center Building (Training Haus and Vikings Museum) and the STEM (Science, Technology, Engineering and Math) building and parking structure. The hotel proposed at this location is consistent with the Preliminary Planned Development that called for hotel, office and service/retail uses in this area (Area 4). The plans submitted also show a future office and parking structure on proposed Lot 2. Council action on the office phase is not being sought at this time; rather, the drawings are intended to illustrate a possible design that incorporates a parking structure that can be shared by the hotel and office. Proposal The proposed facility will include twelve-stories of hotel rooms and suites over a two-story tall plinth that will feature approximately 18,000 SF of meeting space designed for maximum flexibility including ballrooms and multiple meeting rooms. The conference area will be served by a full banquet kitchen. The plinth will include a full-service restaurant and hotel lobby. The lobby will function as a hub that connects the conference areas, restaurant, lobby bar and other shared hotel amenities. Additional hotel amenities will include a resort-style spa, indoor pool, fitness center, retail shops and approximately 100 underground parking stalls. Exterior amenities will include an Page 2 outdoor terrace on the ground floor that will communicate with the conference areas and a rooftop bar and deck located above the full-service restaurant. The proposed building materials/architecture is consistent with the features described in the Design Guidelines approved with the Viking Lakes Preliminary Planned Development. All bulk standards are also met. Parking Determining a City Code required on-site parking standard is difficult for a conference center hotels given the mix of uses contained within and the interplay of hotel guests utilizing the conference facilities, restaurant/bar, etc. thereby parking once (or shuttling to the site from MSP) but using multiple amenities within the facility. Further, parking required for restaurants is based on seating capacity (1 space/3 seats) and the hotel restaurant and bar have not been designed to that level of detail at this point. The applicant has used a retail parking standard for the restaurant and bar that equals 56 parking stalls, the parking required for a the 320 hotel rooms equals 360 spaces and conference space parking equals 500 spaces for a grand total of 916. The City has strongly encouraged the use of “proof of parking” as a means to avoid an overabundance of paved surfaces for over a decade. In that regard, the developer is proposing to meet parking needs with a combination of paved (632) and proof of parking stalls (up to 329) for a grand total of 961 stalls available. The applicant is proposing to construct 166 stalls and provide space for the proof of parking on the adjacent lot (Lot 2, Block 1, Viking Lakes 3rd Addition). The applicant and their consultants are comfortable with the amount of paved parking proposed based on Urban Land Institute standards and their experience with parking demand for similar developments in the Twin Cities and nationally. While they don’t expect the need to construct any of the proof of parking; it will be available if the demand arises. Signage Ground and building signage will be consistent with the Design Guidelines and City Code requirements. However, due to an unusual configuration at the entrance to the hotel site from O’Neill Drive, monument signage at that location is proposed in the right-of-way. This will require the applicant to enter into an Encroachment Agreement with the City. Additionally, there is a possibility the applicant may wish to advertise non-tenant hotel business partners via wall signage on the hotel. Once identified, separate City Council consideration of a sponsorship sign package will be necessary. Page 3 Summary The proposed Final Planned Development for the conference hotel at Viking Lakes is consistent with the Preliminary Planned Development approved in June of 2016. DWͲϮDWͲϭ&ͲϭDWͲϮDWͲϮDWͲϭDWͲϮDWͲϳDWͲϮDWͲϭDWͲϮDWͲϯDWͲϯDWͲϭDWͲϭttͲϭttͲϮttͲϮttͲϭtͲϯtͲϭtͲϭZ&ͲϭZ&ͲϮZ&ͲϮZ&ͲϭZ&ͲϯZ&ͲϱZ&ͲϯZ&ͲϯZ&ͲϯKEͲϭZ&ͲϲZ&Ͳϲ/ŚĞƌĞďLJĐĞƌƚŝĨLJƚŚĂƚƚŚŝƐƉůĂŶ͕ƐƉĞĐŝĨŝĐĂƚŝŽŶ͕ŽƌƌĞƉŽƌƚǁĂƐƉƌĞƉĂƌĞĚďLJŵĞŽƌƵŶĚĞƌŵLJĚŝƌĞĐƚƐƵƉĞƌǀŝƐŝŽŶĂŶĚƚŚĂƚ/ĂŵĂĚƵůLJůŝĐĞŶƐĞĚĂƌĐŚŝƚĞĐƚƵŶĚĞƌƚŚĞůĂǁƐŽĨƚŚĞ^ƚĂƚĞŽĨDŝŶŶĞƐŽƚĂ^ŝŐŶĂƚƵƌĞdLJƉĞĚŽƌWƌŝŶƚĞĚEĂŵĞ>ŝĐĞŶƐĞηĂƚĞWZK:dEhDZZtEz,<zKZ/'/E>/^^h͗Zs/^/KE^<zW>EEKd&KZKE^dZhd/KEϴͬϯϬͬϮϬϭϴϰ͗ϭϬ͗ϭϵWDWͲϯϬϭydZ/KZWZ^Wd/s^ϮϭϳϯϮϮƵƚŚŽƌŚĞĐŬĞƌϬϴͬϯϬͬϭϴd,,Kd>ds/</E'><^d,,Kd>ds/</E'><^ĂŐĂŶ͕DE&/E>W>EEs>KWDEd^hD/dd>ϴͬϯϭͬϮϬϭϴWͲϯϬϭϭydZ/KZWZ^Wd/sͲ EKZd,^dydZ/KZDdZ/><zEKd^KEͲϭ ^d/EW>KEZdtͲϭ <tEZϭϲϬϬ^z^dDϭͲϭ^dΘϮE&>KKZtͲϯ <tEZϭϲϬϬ^z^dDϭͲϮ^dKZz>KhE'^&Ͳϭ DEd&/ZKZK>KZηϭDWͲϭ KDWK^/dDd>WE>DWͲϮ WZK&/>Dd>WE>Ͳ,KZ/KEd>ͲKE>&^dEZ^DWͲϯ WZK&/>Dd>WE>ͲsZd/>ͲyWK^&^dEZ^DWͲϰ WZK&/>Dd>WE>ͲsZd/>ͲyWK^&^dEZ^ͲYh/WDEdzZDWͲϱ ydZh>hDWE>^z^dDͲtKK>KK<^//E'DWͲϳ KDWK^/dDd>WE>ͲdKWK&>sdKZdKtZZ&Ͳϭ WDZKK&KEKE<Z&ͲϮ WDZKK&KEDd><Z&Ͳϯ ZK<>>^dKsZWDZKK&Z&Ͳϰ WsZW^d>^KEtdZWZKK&/E'DDZEZ&Ͳϱ 'ZEZKK&KEtdZWZKK&/E'DDZEZ&Ͳϲ ^dE/E'^DDd>ZKK&KEtdZWZKK&/E'DDZEZ&Ͳϳ WDZKK&/E'KEdWZ/E^h>d/KEttͲϭ <tEZϱϬϭdttͲϮ <tEZϱϬϭdEŽ͘ ĞƐĐƌŝƉƚŝŽŶ ĂƚĞ 1 FINAL PLANNED DEVELOPMENT AGREEMENT This Final Planned Development Agreement (“hereinafter “Agreement”) is made effective as of the ______ day of _____________ 2018, by and between the City of Eagan (hereinafter the "City"), a Minnesota municipal corporation; MV Eagan Ventures, LLC, a Delaware limited liability company (hereinafter the “Fee Owner”); and MVE Hotel, LLC, a Delaware limited liability company (hereinafter the “Improvements Owner”). The City, Fee Owner and Improvements Owner are hereinafter collectively known as the "Parties." WHEREAS, the City Council of the City of Eagan is the official governing body of the City; and WHEREAS, the Fee Owner is the fee owner of property legally described as Lots 1 and 2, Block 1, Viking Lakes 3rd Addition, Viking Lakes, Dakota County, Minnesota (the “Property”) and has ground leased the Property to Improvements Owner and Improvements Owner will own all improvements on the Property for the term of the ground lease; and WHEREAS, the Property is subject to a Preliminary Planned Development Agreement dated October 18, 2016 and recorded December 21, 2016, as Document No. 3168366 (the “Development Agreement”); and WHEREAS, the Fee Owner applied for a planned development for the Property to permit an approximately 320-room hotel with related site amenities on Lot 1, Block 1, Viking Lakes 3rd Addition and surface parking to serve the hotel on Lot 2, Block 1, Viking Lakes 3rd Addition (the “Development Proposal”); and 2 WHEREAS, the City did review the Development Proposal in its entirety on October 16, 2018, and found that the Development Proposal was consistent with the Development Agreement; and WHEREAS, the plans attached hereto (Exhibits B – G) are found to be in conformance with the Development Proposal and adopted Design Guidelines, and the Parties hereby acknowledge that this Agreement and the attached exhibits constitute the Final Planned Development for the Property. NOW, THEREFORE, it is hereby agreed to and between the Parties hereto as follows: 1. This Agreement applies only to the use of the Property. 2. This Agreement includes specific conditions to the Property as set forth in Exhibit A attached hereto. 3. This Agreement is intended to supersede and replace the Development Agreement and does not supersede and replace the Development Agreement. The Development Agreement is hereby terminated with respect to the Property. 4. The Owner/Developer shall use and develop the Property in conformance with the following plans attached hereto as Exhibits B-E. (A full size copy of these exhibits, including additional detail sheets supporting the exhibits and any modifications thereto shall be on file with the City’s Community Development Department.) Exhibit A Final Site Plan (Sheet C201) dated 08-31-18 Exhibit B Final Building Elevation (Sheets A301-A304) dated 08-31-18 Exhibit C Final Landscape Plan (Sheet L140) dated 08-31-18 Exhibit D Final Site Lighting Plan (Sheet C470) dated 08-31-18 Exhibit E Final Amenities Plan November 21, 2017 and recorded with the Dakota County Recorder on December 11, 2017 as Document No. 3227285. 6. Signage for the Property shall comply with City Code and be subject to the Master Sign Agreement dated October 18, 2016 and recorded December 29, 2016, as Document Number 3169659. Exterior wall signage for business partners, if any, will require separate City Council review/approval before the first Sign Permit can be issued for sponsorship signage. 7. This Agreement shall run with the Property until terminated and shall be binding upon the owners and assigns of the Owner/Developer. 8. All site improvements including lighting, signage, landscaping, and paved surfaces, shall be maintained in good repair. 3 9. This Agreement may be modified, amended or supplemented solely in compliance with City ordinances, rules and regulations. Notwithstanding, the changes to the Development Plans that are not substantive may be approved administratively by City Staff. Substantive modification to the Development Plans requires an amendment to this Agreement. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date and year first above written. [Signature Pages to Follow] 4 Final Planned Development Agreement Signature Page for the City City of Eagan, a Minnesota Municipal Corporation By: ______________________________ Mike Maguire Its: Mayor By: ______________________________ Christina M. Scipioni Its: Clerk APPROVED AS TO FORM: APPROVED AS TO CONTENT: ________________________________ _________________________________ City Attorney City Planner STATE OF MINNESOTA) )ss COUNTY OF DAKOTA ) On this _____ day of ________________ , 2018 before me a Notary Public within and for said County personally appeared Mike Maguire and Christina M. Scipioni to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and Clerk of the City of Eagan, the municipality named in the foregoing instrument, and that the seal affixed in behalf of said municipality by authority of its City Council and said Mayor and Deputy Clerk acknowledged said instrument to be the free act and deed of said municipality. ___________________________ Notary Public 5 Final Planned Development Agreement Signature Page for the Fee and Improvements Owners MV Eagan Ventures, LLC, MVE Hotel, LLC, a Delaware limited liability company a Delaware limited liability company By: _______________________________ By: ___________________________ Its: President Its: President STATE OF ______________ ) ) ss COUNTY OF _____________) The foregoing instrument was acknowledged before me this __________ day of __________________, 2018, by Mark Wilf, the President of MV Eagan Ventures, LLC, and the President of MVE Hotel, LLC, each a Delaware limited liability company, on behalf of the limited liability companies. ___________________________________ Notary Public THIS INSTRUMENT WAS DRAFTED BY: Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 (RBB) (952) 953-8840 EXHIBIT “A” This Agreement is subject to the terms and conditions of the Development Agreement and the following specific conditions: (1) The Developer shall enter into an Encroachment Agreement, in a form acceptable to the City Attorney, for the business monument sign to be placed on O’Neill Drive. Agenda Information Memo  October 16, 2018, Eagan City Council Meeting    NEW BUSINESS    A. Hawthorne Ridge at 525 Diffley Road – T‐Rex Cookies    Action To Be Considered:    Clarify restrictive covenants relative to retail/wholesale bakery at Hawthorne Ridge  located at 525 Diffley Road.     Required Vote For Approval:     Majority of Councilmembers present    Facts:     Anderson Property Management and T‐Rex Cookies are requesting clarification  of the restrictive covenants, and to allow a cookie bakery with exhaust venting.      The property is zoned NB, Neighborhood Business.  The City placed restrictive  covenants on the property prior to development of the site in response to  neighborhood concerns about certain uses otherwise allowed in NB zoning.      One of the restrictions is for exhaust venting for certain types of restaurants and  food establishments.  City staff advised that the covenants do not permit the  addition of an exhaust venting system in conjunction with a food establishment  at this property.     The property manager and tenant believe the use is a good fit at this property,  and that the operation of a cookie bakery is consistent with the intent of the  covenants.  Both have submitted letters and information about the proposed use  for the Council’s consideration.     As proposed, the State of Minnesota does not license the operation as a  restaurant.   Staff has prepared a brief report summarizing the background of the property,  history and content of the covenants, and evaluation of the following alternative  actions for the Council’s consideration:   (i) Remove the restriction on restaurants from the covenants altogether.  (ii) Deem T‐Rex’s activity not to be a restaurant as the term is used in the  covenants.  (iii) Deem T‐Rex’s activity as similar to a coffee, ice‐cream and sandwich  shop and modify the covenant restriction to allow preparation of oven  baked food that does not emanate smoke or grease.  (iv) Deny the use as inconsistent with the covenants.    Attachments: (3)      NBA‐1 Location Map  NBA‐2 Staff Memo   NBA‐3 Property Manager & Tenant Letters   ATLANTIC HILL DRNORTHVIEWPARKRD COUNTRY CT C O U G AR D R S T O N EBRIDGECIR CAMP T O N C T ELRENERD HAWKSBURYCIRCRIMSON LEAF CTBRADFORD P L R D C.M.ST.P.&P.R.RSOOLINERAILROADLANTERNLA N EMILLRUNLN S E VERNWAY PRA I R IE CIR ATLANTICHIL L DR C H ESHIRECT HACKMOREDRCOVENTRYPARKWAYDORCHEST ERCTTILBURYWAY MERSEY PTHANO V ERCT AUTUM N O A K S KENNETCIRCLEROS E M A RYCTDODDRDTHAMES AVEMI C H I G A N C T MERSEYWAYOXFORD RD HAVENHILL CIRC RIMSON LEAF TRAILAUGUSTALANE ST O N E B R I D G E D R N COVENTRYPARKWAYR I E NDEERLANEGRANITE DRCOURT COUNTRYSIDEDR LE O N ARDLNWINDMILLCT TOFT E LANEWILDFLOWER WAY CANTERGLENCIR CALVIN CT HAWTHO R NEWOODS DRDODDROADCOVENTRY P K W Y C A N T E R G L E N DR EAST W OODCOURTGOLDENM EA D O W RDELRENEROAD LANTERNCTBRIDLE RDG RDCOUNT RYVI EWDRES K LANEBRIDLE RDG RDWITHAM LN THAMESAVEAVON CTHAWTHORNEWOODSDRIVECA MB E R W E LLDRWESTCHESTERCIRDODDROADHACKMORE DRIVE B R I D L E R D G R D PRAIRIE CIR E LASSO LN FROMME CT SUPERIORCTHACKMORE DR ERIE CTBAFFINBAYN.H A V E NHILLRDW ILDER N E S S R U N RD C.S.A.H.N O .3 0 (D I F F LE Y R O A D )BENTTREELAN E DODD RDYORKTOWN DR. WEL L A N D C T WA V E N E Y C T STIRRUP STFOXMOOR E C T BRIDLERID GEPRAIRIERIDGERDSUMMER CTE T H A N D R EDENCIRSUM M E R P L CAS TL E T O N L N ARLENECTBAFFINBAYS.C A N T E R GLENLNALICIA DRIVEGOLDEN MEADOW CTSTATETRUNKHIGHWAYNO.3HURON CTSTONE B R IDGEDRDODD ROADDODDROADHACKMORE CT ELRENERD S U N S E T DR B R O C K T O N C I R MILL R U N PATHCAM B E R W E L L DR.N. JACOB CT B R I D L E R I D G ERDSUMME R LN COUNTYRVIEWDRPRAIRIERIDGER D BRADFORD CIR C A S T L ETONCT BARROWCT . T HAMESCIR DARTMOUTHCTBARROWCT.KIRSTEN CTBROC K T O NCURVECOUNTRYSIDE DRELRENEROADGRANITE CTBRIDLERIDGERDBridleRidge Park WanderingWalk Park CaptainDoddPark Lakeside ParkTrappFarmPark Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yankee Doodle Rd Lone Oak Rd Map Area Extent Project Name: T-Rex CookiesRequest: Clarify Covenants Address: 525 Diffley Road Subject Site Memo TO: Mayor & City Council FROM: Jill Hutmacher, Community Development Director Mike Ridley, City Planner PREPARED BY: Pam Dudziak, Planner DATE: October 11, 2018 RE: T-Rex Cookies and Hawthorne Ridge Covenants Summary of Request The Council is asked to clarify whether a cookie bakery and retail shop is consistent with the restrictive covenants that were placed on this property by the City prior to development of the strip center. Background The City acquired the property at 525 Diffley Road for storm water ponding purposes. In 2002 after the ponding project was complete, the City prepared the site for resale to a private owner for future development and rezoned the property to Neighborhood Business (NB). The property was sold in 2004, and development of the site occurred in 2005. In consideration of the proximity of the adjacent neighborhood and prior to the sale of the property, the City adopted restrictive covenants that prohibit certain uses, including restaurants, that are otherwise allowed in the NB zoning district. The covenants were developed in response to neighborhood concerns about the potential for the development of higher intensity uses involving extended hours and outdoor activities such as gas islands or drive-through service. The covenants were intended to minimize objectionable impacts on the existing neighborhood from odors, light, noise, traffic and outdoor and late-night activity. In addition to the restrictions on restaurants, the covenants also prohibit radio and television studios, motor fuel stations, drive-thrus, convenience stores and car washes. Page 2 Covenants The covenants read: “Except for one full-service Class I Restaurant, restaurants are prohibited, except coffee, ice cream, and sandwich restaurants shall be permitted provided they do not (i) employ the use of cooking exhaust systems that emanate smoke and/or grease or (ii) serve deep fried, grilled, or oven-roasted food items, including, but not limited to, hamburgers, tacos, chicken, or fish.” Proposal The property manager has been trying to fill a vacant tenant space with use that has low parking demand to complement other tenants, and recently reached agreement with T- Rex Cookies to occupy the space. T-Rex Cookies is a bakery that produces only cookies and has a large wholesale business as well as providing on-site retail sales of the cookies. The commercial ovens require venting to the outside. While the proposed bakery use is consistent with NB zoning, staff determined that it is not consistent with the restrictive covenants because it includes the addition of exhaust venting, and the covenants prohibit the use of cooking exhaust systems for other than the specified exceptions. Evaluation The language in the covenants specifically references restrictions in regard to exhaust systems that emanate smoke and/or grease, and the preparation of grilled, fried and oven-roasted foods. The covenants also exempt certain food establishments from the restrictions, specifically ice cream, coffee, and sandwich restaurants. Because of the covenant references to smoke and grease, and foods such as hamburgers, tacos, chicken, or fish, the property manager and tenant argue that the covenants should not apply to the proposed bakery, and state that while the bakery uses ovens that vent outside, the food produced does not emanate the objectionable smoke and/or grease, and therefore, the bakery use is different from the cooking of grilled, fried and oven-roasted foods the covenants sought to restrict. Action To Be Considered The Council is asked to clarify whether the cookie bakery is consistent with the covenants which restrict restaurant uses and food preparation that employs exhaust venting. The Council has four possible actions to consider: (i) Remove the restriction on restaurants from the covenants altogether. Evaluation: This would open the door to any type of restaurant or food establishment with any type of ventilation system in this building. Page 3 (ii) Deem T-Rex Cookies not to be a restaurant as the term is used in the covenants. Evaluation: If T-Rex Cookies is not a restaurant, then the covenants do not apply and the cookie bakery shop can locate here. (iii) Deem T-Rex’s activity as similar to an ice-cream, coffee, and sandwich shop and modify the covenants to allow the preparation of oven baked foods that do not employ a ventilation system that emanates smoke and/or grease. Evaluation: If T-Rex is considered a restaurant, the type of food preparation and service it provides may be more similar to the types of food establishments the covenant exempts from restrictions. To permit T-Rex Cookies, the verbiage in the covenants would need to be modified to allow preparation of oven baked foods that do not employ the use of a cooking exhaust system that emanates smoke and/or grease. This approach would leave in place the restriction on food establishments that require a ventilation system to handle the grease and smoke emanating from the cooking process. (iv) Deny the use as inconsistent with the covenants. Evaluation: This would not allow T-Rex or other food establishment with any type of exterior ventilation system, and only ice cream, coffee, or sandwich shops could locate in this building as the specified exemptions in the covenants. ANDERSON PROPERTY MANAGEMENT 6205 Parkwood Road, Edina, MN 55436 Ms. Pam Dudziak City of Eagan Planner 3830 Pilot Knob Road Eagan, MN 55122 Office (952) 931-9538 RE: MMS Properties, LLC -Hawthorne Ridge 525 Diffley Road Eagan,MN Dear Pam, October 3, 2018 I am writing to request consideration by the City Council for the approval of a current tenant applicant T-Rex Cookies seeking a lease in the Hawthorne Ridge Center located at 525 Diffley Road, Eagan, Minnesota. Anderson Property Management is the third-party property manager for Hawthorne Ridge and Parkwood Properties, LLC is our leasing company. Our efforts to lease the last vacancy, a former sandwich and coffee shop in this center, have been unsuccessful. This space has been vacant for over six years. The restrictive use covenant attached to this propetiy adds additional leasing challenges. We understand the reasoning and concerns by the City in establishing these restrictions and have sought a tenant that complies and is a good fit for the property and community. Our leasing efforts for this propetiy have focused on finding another coffee, sandwich shop or other retail user. In the past year, we could easily have leased this space to 7-8 restaurant groups. Besides the covenant restrictions we are trying to balance the building with the right tenant mix and with minimal impact on our parking peak late afternoon/evening hour issues. The City Council extended a variance to expand our parking lot to address the parking issues with the current tenant occupants last fall. We've visited with music schools, a user who provides take out food without a hood, and other retail users in our leasing efforts. Most we have not pursued so we don't compound our peak parking demands. That brings us to T-Rex Cookies. We see this tenant as a perfect fit for this property and community. She will provide limited retail cookie sale business and will bake cookies for all aspects of her business in the current kitchen configuration. T-Rex Cookies will not install an exhaust hood and will have a gas oven with venting requirements within her HY AC roof top unit. The cookie retail sales will not conflict with our peak parking peak period, we give displaced T­ Rex Cookies a home in Eagan near the owner's home and the landlord fills a long-term empty space. We thank the City Council for their consideration for this tenant use at Hawthorne Ridge. �r;,'™rl�G�rlt�a 0. Anderson President Anderson Property Management & Parkwood Properties, LLC T-Rex Cookie Company, LLC 3338 University Avenue SE Minneapolis, MN 55414 651-27-4048 / tina@trexcookie.com October 4, 2018 Ms. Dudziak 3830 Pilot Knob Road Eagan, MN 55122 Dear Ms. Dudziak: I am writing to ask the Eagan City Council to approve my request to lease space with Anderson Property Management at 225 Diffley Road, suite 2080. I started T-Rex Cookie Company in 2015 after leaving my corporate job in IT. Since then, I have been able to grow T-Rex Cookie and the brand. My products have been featured on the NBC’s Today show, local shows such as Jason Matheson and Twin Cities Live and has been named #1 Cookie in America. The cookies are sold at Orchestra Hall, The Orpheum and US Bank Stadium and were featured during Super Bowl LII. They are also found in a number of restaurants around Minnesota and Wisconsin. T-Rex Cookie currently has a retail space in Minneapolis, however due to development of housing along the Green Line, I will be displaced from my current location starting January 1 of 2019. My agreement with the developer is that I return to a newly built retail outlet in 3Q of 2020. In the meantime, it is my intention to relocate my retail and production business to the City of Eagan. I am very familiar with the neighborhood and location of the Diffley space. My family and I live less than two miles from the location. We are regular customers of the Trail Stop Tavern and are close friends with the owner and staff. I have had discussions with Mike Grannes and Scott Peterson, City Inspectors regarding my intended equipment and use of the space and from their perspective they have approved my request. I have attached a copy of the letter and the specifications of the oven I intend to use in the space. The oven has a built-in ventilation system that mitigates any fumes or odors that are emitted by the cookies. I have also included the documentation requested by the inspectors to evaluate levels of emissions by the equipment. Sincerely, Tina Rexing Owner, T-Rex Cookie Company, LLC Email Attachments: Letter to Mike Grannes LBC, LRO-2G5 Rack Oven Test Report LBC, LRO-2G5 Rack Oven Specs T-Rex Cookie Company, LLC 3338 University Avenue SE Minneapolis, MN 55414 651-27-4048 / tina@trexcookie.com September 25, 2018 Mike Grannes 3830 Pilot Knob Road Eagan, MN 55122 Dear Mike Grannes: This letter is to confirm that the use of the planned installation of the LBC Rack Oven LRO- 2G5 at the location at 225 Diffley Road Suite 2080 will only be used to bake my product, cookies. I understand that the approval of direct ventilation of the oven is contingent on only baking products that are free of meat protiens. Thank you for confirming your approval of this equipment installation. If you have any questions regarding the oven specifications, please reach out to my contact at Harvest Bakery Services Inc. , JR Jones; jrjones@hbssi.com. Sincerely, Tina Rexing Owner, T-Rex Cookie Company, LLC Email Attachments: LBC, LRO-2G5 Rack Oven Test Report LBC, LRO-2G5 Rack Oven Specs