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12/05/2017 - City Council Regular AGENDA EAGAN CITY COUNCIL EAGAN MUNICIPAL CENTER BUILDING DECEMBER 5, 2017 6:30 P.M. I. ROLL CALL AND PLEDGE OF ALLEGIANCE II. ADOPT AGENDA III. RECOGNITIONS AND PRESENTATIONS IV. CONSENT AGENDA (Consent items are acted on with one motion unless a request is made for an item to be pulled for discussion) A. APPROVE MINUTES B. PERSONNEL ITEMS C. APPROVE Check Registers D. APPROVE Contracts E. APPROVE Resolution accepting donations from Crossroads Church and Keith Maiz F. APPROVE Resolution renewing existing alcohol licenses for 2018 G. APPROVE Resolution directing the City Clerk to issue 2018 alcohol license renewals upon licensees’ submission of renewal documents and fees H. APPROVE a change of manager of the On-Sale Liquor and Sunday Liquor License issued to El Parian Mexican Restaurant of Eagan, LLC I. APPROVE Resolution designating 2018 Precincts and Polling Places J. SCHEDULE Public hearing date for December 19, 2017 to consider the 2018 Fee Schedule K. APPROVE 2018 Enterprise Fund budgets for Public Utilities (Water, Sewer, Street Lighting, Storm Drainage/Water Quality) Cascade Bay, Civic Arena, Community Center, and Fiber Infrastructure L. APPROVE 2018 Special Revenue Fund budgets: Housing Fund, DWI Forfeiture Fund, Minnesota Investment fund (MIF) Revolving Loan Fund, Cable TV Franchise Fees Fund, E-TV Fund and Cedar Grove Parking Garage Fund M. ADOPT 2018 Eagan Convention and Visitors Bureau (ECVB) Budget N. APPROVE the 2018-2022 Facilities Renewal and Replacement Capital Improvement Plan and the 2018 budget O. APPROVE the 2018-2022 Vehicles and Equipment Capital Improvement Plan and the 2018 budget P. APPROVE Change Order No. 1, Contract 17-07 – Citywide Trail & Parking Lot Improvements Q. APPROVE Stormwater Management System Maintenance Agreement, Cedar Bluff Townhome Condominium Association, Inc. R. APPROVE Resolution to Proclaim May 17 as Arbor Day 2017 and May 16 as Arbor Day 2018 and the Month of May as Arbor Day Month in the City of Eagan S. APPROVE transfer of $1,500,000 from the General Fund balance to the Equipment Revolving Fund for capital purchases T. APPROVE transfer of $2,223,726 to effectively pay off an interfund loan from the Public Utilities Fund to the Civic Arena Fund U. APPROVE Final Subdivision and Easement Vacation – Danner Family 1st Addition V. APPROVE Final Subdivision and Easement Vacations - Viking Lakes 2nd Addition W. APPROVE Final Planned Development – Comfort Suites X. SCHEDULE Public Hearing for Tuesday, December 19, 2017 for Comcast Cable Television Franchise Agreement and Ordinance Y. APPROVE a Planned Development Amendment - Title Boxing - A Planned Development Amendment to permit a fitness center (boxing club) located at 3565 Pilot Knob Road V. PUBLIC HEARINGS A. PROPOSED 2018 Budget and Property Tax Levy B. VARIANCES – McDonald’s 4565 Erin Lane – A 23’ Variance to increase the height of the pylon sign to 50 ft, a 31 SF Variance to increase the pylon sign face to 156 SF and a 27 parking stall Variance to reduce required on-site parking to 47 parking stalls C. PROJECT 1258, Galaxie Avenue – Street Improvements D. PROJECT 1259, Heine 1st Addition– Street Improvements E. PROJECT 1260, Evergreen Park Addition– Street Improvements F. PROJECT 1261, Wilderness Run 4th, 5th & 6th Additions– Street Improvements VI. OLD BUSINESS A. DIRECT Findings & Decision to Approve or Deny issuance of Zoning Permit in connection with a solar array structure at 3330 Dodd Road B. ORDINANCE AMENDMENT – An Ordinance Amendment to City Code Chapter 6.39 regarding massage therapy regulations VII. NEW BUSINESS A. REZONING, PRELIMINARY PLANNED DEVELOPMENT, FINAL PLANNED DEVELOPMENT - Fairfield Inn & Suites - A Rezoning of .82 acres from CGD, Cedar Grove District to PD, Planned Development, A Preliminary Planned Development of .82 acres to allow a 4-story 107 room hotel and a Final Planned Development of .82 acres to allow a 4-story 107 room hotel located at 3949 Cedar Grove Parkway B. PRELIMINARY SUBDIVISION & CONDITIONAL USE PERMITS – Cub Foods Outlot – A Preliminary Subdivision to create 2 lots, a Conditional Use Permit to allow on-sale liquor, a Conditional Use Permit to allow a drive-through operation and a Conditional Use Permit to allow outdoor patio seating located at 1276 Town Centre Drive 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. CLOSED SESSION XIII. ADJOURNMENT Memo To: Honorable Mayor and City Council Members From: City Administrator Osberg Date: December 1, 2017 Subject: Agenda Information for December 5, 2017 City Council Meeting ADOPT AGENDA After approval is given to the December 5, 2017 City Council agenda, the following items are in order for consideration. Agenda Information Memo December 5, 2017 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 November 14, 2017 Special City Council meeting, and November 21, 2017 regular City Council meeting as presented or modified. Attachments: (2) CA-1 November 14, 2017 Special City Council Minutes CA-2 November 21, 2017 City Council Minutes MINUTES SPECIAL CITY COUNCIL MEETING NOVEMBER 14, 2017 5:30 P.M. EAGAN MUNICIPAL CENTER City Councilmembers present: Mayor Maguire, Bakken, and Tilley. Councilmember Hansen was absent. Councilmember Fields arrived at 5:56 p.m. The meeting began at 5:36 p.m. City staff present: City Administrator Osberg, Assistant City Administrator Miller, Public Works Director Matthys, and City Clerk Scipioni. ROLL CALL AND ADOPTION OF THE AGENDA Councilmember Bakken moved, Councilmember Tilley seconded a motion to adopt the agenda as presented. Aye: 3 Nay: 0 VISITORS TO BE HEARD There were no visitors to be heard. MNDOT NOISE WALL CONSIDERATION Director of Public Works Matthys introduced the item noting a fourth noise wall is being proposed along the east side of Interstate 35-E, between Cedar Avenue Freeway and Cliff Road. MnDOT standard procedure is to review the design and location of the proposed noise walls with affected communities during the design process. MnDOT staff is looking for a commitment from the City for MnDOT to continue with their pre-design efforts on this latest noise wall segment. Matthys noted if the Council is interested in proceeding, formal action would be requested at the November 21, 2017 regular City Council meeting. Natalie Ries, MnDOT, was available for questions. The Council discussed the proposed MnDOT Noise Wall. It was the consensus of the Council to proceed with the proposed noise wall, and place on the November 21, 2017 City Council agenda. DAKOTA COUNTY TRANSPORTATION SALES & USE TAX PROGRAM Director of Public Works Matthys introduced the item noting on September 30, 2017, the Counties Transit Improvement Board (CTIB) terminated their joint powers agreement. Following the CTIB dissolution, Dakota County became eligible to enact the Greater Minnesota Transportation Sales and Use Tax for counties not included in CTIB to provide capital and operating funds for regional transitways and transportation improvements. Matthys highlighted several of the proposed projects located in Eagan and included as eligible projects in Dakota County’s Transportation Sales and Use Tax Program, 2018-2027. The Council discussed the proposed projects. It was the consensus of the Council to support the proposed Eligible Projects within Eagan. Special City Council Minutes November 14, 2017 Page 2 REVIEW MASSAGE THERAPY ORDINANCE AMENDMENT City Clerk Scipioni introduced the item noting at its October 3, 2017 meeting, the Council directed staff and the City Attorney to prepare a massage therapy ordinance amendment for future discussion at a Special City Council meeting. Scipioni noted the proposed changes keep Eagan regulations consistent with massage therapy regulations in other metro communities and reflect best practices for massage conduct as recommended by the National Certification Board for Therapeutic Massage & Bodywork. The Council agreed with the ordinance amendment updates and directed the ordinance be placed on a future City Council agenda for formal consideration. OTHER BUSINESS There was no other business to be heard. ADJOURNMENT Councilmember Tilley moved, Councilmember Fields seconded a motion to adjourn at 6:10 p.m. Aye: 4 Nay: 0 ______________ Date _______ Mayor _______ City Clerk MINUTES OF A REGULAR MEETING OF THE EAGAN CITY COUNCIL Eagan, Minnesota NOVEMBER 21, 2017 A Listening Session was held at 6:00 p.m. prior to the regular City Council meeting. Present were Mayor Maguire, Councilmembers Bakken, Fields, and Hansen. Councilmember Tilley was absent. A regular meeting of the Eagan City Council was held on Tuesday, November 21, 2017 at 6:30 p.m. at the Eagan Municipal Center. Present were Mayor Maguire, Councilmembers Bakken, Fields, and Hansen. Councilmember Tilley was absent. Also present were City Administrator Osberg, Assistant City Administrator Miller, Director of Finance Pepper, Director of Communications Garrison, City Planner Ridley, Public Works Director Matthys, Parks & Recreation Director Pimental, Director of Community Development Hutmacher, Police Chief McDonald, City Attorney Dougherty, and Executive Assistant Stevenson. AGENDA Councilmember Hansen moved, Councilmember Fields seconded a motion to approve the agenda as presented. Aye: 4 Nay: 0 RECOGNITIONS AND PRESENTATION There were no recognitions and presentations to be heard. CONSENT AGENDA Councilmember Bakken moved, Councilmember Fields seconded a motion to approve the consent agenda as presented: Aye: 4 Nay: 0 A. It was recommended to approve the minutes of the November 6, 2017 regular City Council meeting, as presented. B. Personnel Items: 1. It was recommended to authorize the reclassification of Custodian at the Eagan Community Center (PT Custodians are now Custodial I and FT Custodians are now Custodial II). 2. It was recommended to accept the resignation of Greg Nitti, Firefighter. 3. It was recommended to authorize the termination of seasonal employees as Landscape Crew Laborer, Park Maintenance, Park Operations Assistant, Park Laborer, and Seasonal GIS. 4. It was recommended to authorize the hiring of the seasonal employee Emma Roberts as Recreation Leader. 5. It was recommended to approve the revised Vehicle and Equipment Acquisition, Use & Replacement Policy. C. It was recommended to ratify the check registers dated November 3 and November 10, 2017. D. It was recommended to approve the ordinary and customary contracts with Let’s Play! Music Together, Health Partners, and Minnesota State Arts Board. City Council Meeting Minutes November 21, 2017 2 page E. It was recommended to approve a Joint Powers Agreement between Dakota County and the Cities of Eagan, Apple Valley, Burnsville, and Lakeville (DBA Dakota Valley Recycling) for 2018 Waste Abatement Community Funding. F. It was recommended to accept a 50 cent hike in the late fee Comcast charges delinquent accounts, raising the late fee from $9.50 to $10.00, as long as the proposed adjustment is in compliance with the terms of the Eagan cable franchise. G. It was recommended to approve Contract and Agreement between the cities of Eagan and Burnsville with AVI for Design/Consulting Services and for Shared HD Mobile Production Truck in a final form acceptable to the City Attorney and authorize the Mayor and City Clerk to sign. H. It was recommended to approve a temporary on-sale liquor license and waive the license fee for Faithful Shepherd Catholic School’s Gala for Giving on February 10, 2018 at 3355 Columbia Drive. I. It was recommended to approve the final Change Order for Project 16-05 Fire Station One. J. It was recommended to approve a resolution of support for the construction of a noise wall by the Minnesota Department of Transportation (MnDOT) along the east side of Interstate 35E, between Cedar Avenue Freeway TH 77) and Cliff Road (CSAH 32). K. It was recommended to approve the final payment as part of the South Area Joint Powers Agreement – Roadway Striping to AAA Striping Service Co. and accept the improvements for perpetual City maintenance subject to warranty provisions. L. It was recommended to approve the final payment for Contract 17-05 (2017 Water Quality and Storm Sewer Improvements) in the amount of $95,912.27 to BKJ Land Company and accept the improvements for perpetual City maintenance subject to warranty provisions. M. It was recommended to approve the final payment for Contract 17-22 (Fitz Lake Alum Treatment) in the amount of $66,308.00 to HAB Aquatic Solutions, LLC and accept the improvements for perpetual City maintenance subject to warranty provisions. N. It was recommended to approve an Aquatic Invasive Species Grant Agreement with Dakota County to control an aquatic invasive species (AIS) in Holz Lake and to conduct AIS prevention activities and related public education/outreach in southeast Eagan, and authorize the Mayor and City Clerk to execute all related documents. O. It was recommended to approve a Final Subdivision (Quarry Road Second Addition) to create 2 commercial lots upon approximately 4.2 acres located north of Yankee Doodle Road and west of Central Parkway. P. It was recommended to approve a Final Plat (JPMN Addition) for property located at 951 Apollo Road. Q. It was recommended to approve a Subrecipient Agreement between the Dakota County Community Development Agency and the City of Eagan to administer Community Development Block Grant funds. R. It was recommended to approve BerganKDV as independent auditor of the City’s financial statements for the year ending December 31, 2017. S. It was recommended to approve an On-Sale Liquor and Sunday License for Qdoba Restaurant Corporation doing business as Qdoba Mexican Eats Store #2729, 1298 Promenade Place. T. It was recommended to adopt a resolution approving a Premise Permit for the South Robert Street Business Association to conduct lawful gambling at New Bohemia, 1278 Town Center Drive. U. It was recommended to adopt a resolution approving a Premise Permit for the South Robert Street Business Association to conduct lawful gambling at Union 32 Craft House, 2864 Highway 55. City Council Meeting Minutes November 21, 2017 3 page PUBLIC HEARINGS Amendment to 2016-2020 Facilities Capital Improvement Plan And intent to issue Capital Improvement Bonds Finance Director Pepper introduced the item noting in August 2015, the City Council adopted the 2016- 2020 Facilities Capital Improvements Plan comprised of projects: New Fire Station 1, constructed in 2016; Central Maintenance Facility expansion/remodel, Phase 1 in 2016 and Phase 2 in 2018, and City Hall and police facility expansion/remodel, to be constructed in 2018. Pepper noted because the scope and estimated costs of the existing 2018 projects have increased since the original adoption, and amendment to the Facilities CIP is proposed. The total cost estimate for the 2018 projects increases from the original amount of $13,344,537 to $20,200,000. Tammy Omdal, Northland Securities, the City’s financial consultant, presented details of the financing plan and was available for questions. Mayor Maguire opened the public hearing. There being no public comment, he turned the discussion back to the Council. Councilmember Fields moved, Councilmember Bakken seconded a motion to close the public hearing and adopt a resolution amending the 2016-2020 Facilities Capital Improvement Plan and authorizing issuance of up to $23,385,000 in bonds to finance the 2018 projects in the 2016-2020 Facilities Capital Improvement Plan. Aye: 4 Nay: 0 OLD BUSINESS There was no old business to be heard. NEW BUSINESS Rezoning and Preliminary Subdivision (Parkside Place) – The Lincoln Group, Inc. City Administrator Osberg introduced the item noting before the Council is consideration of a rezoning from A, Agricultural, to R-1, Residential Single Family and a Preliminary Subdivision (Parkside Place) to create 22 single-family lots, including a variance to allow a cul-de-sac exceeding 500 feet in length, upon approximately 12.2 acres located west of Hwy 3 (S. Robert Trail), east of Dodd Road and bordering on Rosemount to the south. City Planner Ridley gave a staff report and provided a site map. The applicant Daniel Lincoln, The Lincoln Group, Inc., was available for questions. The Council discussed the rezoning, preliminary subdivision and variance request. Councilmember Bakken noted concerns with the cul-de-sac and location of the maintenance access road. City Council Meeting Minutes November 21, 2017 4 page Mayor Maguire opened the public comment. There being no public comment, he turned the discussion back to the Council. Councilmember Bakken moved, Councilmember Fields seconded a motion to approve a Rezoning from A, Agricultural, to R-1, Residential Single Family upon approximately 12.2 acres located west of Hwy 3 (S. Robert Trail), east of Dodd Road and bordering on Rosemount to the south. Aye: 4 Nay: 0 Councilmember Bakken moved, Councilmember Fields seconded a motion to approve a Preliminary Subdivision (Parkside Place) to create 22 single-family lots, include a Variance to allow a cul-de-sac exceeding 500 feet in length, upon approximately 12.2 acres located west of Hwy 3 (S. Robert Trail), east of Dodd Road and bordering on Rosemount to the south, subject to the conditions as amended: Aye: 4 Nay: 0 1. The developer shall comply with these standards conditions of plat approval as revised by Council on July 1, 2014: B1, B2, B3, B4, C1, C2, C3, C4, E1, G1, H1, L1 2. The property shall be platted. 3. Prior to Final Subdivision, the applicant shall demonstrate that the proposed development would not cause the Gun Club to become out of compliance with State Statutes. 4. Because of the proximity of the development site to the West End Gun Club, the developer shall establish a covenant or declaration to be recorded with the plat that would serve as notification to buyers of the nearby gun club. 5. Architectural design and construction methods shall incorporate sound attenuation standards sufficient to achieve an interior sound level of 45 dBA for all lots. Compliance with this standard shall be demonstrated at the time of application for Building Permit. 6. The Tree Mitigation Plan shall be revised to identify the type of tree species and its location. 7. The applicant shall fulfill tree mitigation requirements through the installation of one-hundred fifty-two (152) Category A trees. 8. The applicant shall submit documentation indicating the availability of the required 152 Category A trees. 9. The applicant shall provide a performance guarantee covering the cost of completing required tree mitigation in the amount of $91,200.00. 10. The applicant shall provide protection of the preserved 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. 11. 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. 12. A detailed grading, drainage, erosion, and sediment control plan shall be prepared in accordance with current City standards and codes prior to final subdivision approval. 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 construction and management of erosion/ sediment control devices, and the establishment of vegetation for the development, shall have received Erosion/Sediment Control site management certification through the University of Minnesota, or approved equal training as determined by the City Engineer. City Council Meeting Minutes November 21, 2017 5 page Erosion control measures shall be installed and maintained in accordance with City code and engineering standards. 13. All retaining walls shall be privately owned and maintained, and the applicant shall enter into an encroachment agreement for any retaining walls located in a drainage and utility easement. 14. 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 effective retention of the site’s new impervious surface area (including effective soil remediation for the site’s disturbed soils that are to be revegetated). 15. 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 shall include infiltration basin cross-section(s), construction sequencing/protection/restoration notes, sizing/volume tables to demonstrate compliance with minimum volume control retention including detailing drainage areas for each 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), permanent erosion-control details, etc., to ensure infiltration practices are 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, 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 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.) 17. 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 each proposed infiltration area, extending a minimum of 10’ below the bottom of all proposed infiltration features 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 impervious drainage areas. 18. The applicant shall provide a minimum of 15-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. Verify that Landscape Plan does not conflict with this requirement. City Council Meeting Minutes November 21, 2017 6 page 19. The applicant shall provide adequately sized pre-treatment (e.g. 4-foot depth sump with floatable skimmer hood, 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. Pre-treatment structures shall be accessible by appropriate maintenance equipment. Details shall be included in applicable plan sheet(s). 20. During infiltration system area 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 0.4-inch per hour (based on 0.2-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 0.4-inch per hour (or greater than 8.0-inch per hour), the applicant shall immediately notify the City Engineer and revise the volume control practice(s) design and construction as necessary (e.g. over-excavation/soil-amendment depth, etc.) to ensure volume control requirements are fully met. Documentation shall be provided to the City within 48- hours after infiltration testing. The applicant shall ensure that the City Water Resources staff is provided 24-hour advance notice of the occurrence of infiltration verifications and also provided notice prior to any excavation and/or soil backfilling within the infiltration practices, to arrange for inspections. 21. 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. 22. 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 (sumps, infiltration basins, etc.) conform to design and/or construction plans, as approved by the City. As-built volumes (for retention) shall be provided for the infiltration/bioretention basins. 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. 23. This development shall provide hydrant spacing and locations in accordance with City Fire Department and Public Works standards, including along Dodd Road. 24. All wells and septic systems within the development shall be abandoned in accordance with City and County standards. 25. The applicant shall submit a proposal/infrastructure plan to be approved by staff to provide telecommunications fiber to the home (FTTH) or conduit to all homesites to permit third party providers to install FTTH within the neighborhood, at the time of final subdivision approval. 26. A temporary cul-de-sac easement shall be acquired in a form acceptable to the City Attorney (Standard Condition of Approval C3). 27. This developer shall be subject to cash park and trail dedication for 21 lots, payable at the time of Final Subdivision. 28. The applicant shall limit the width of the driving isle on a portion of Dodd Road adjacent to proposed Lot 1, Block 1, and place a berm on the nondriving portion to the satisfaction of the Public Works Department. City Council Meeting Minutes November 21, 2017 7 page Rezoning and Preliminary Subdivision (Lakeside of Eagan) – Norton Homes City Administrator Osberg introduced the item noting the action before the Council is consideration of a rezoning from A, Agricultural, to R-1S, Residential Single Family Small Lot, a Preliminary Subdivision (Lakeside of Eagan) to create 4 single-family lots, including a Variance to the minimum lot width standard for two of the lots upon 4.8 acres located at 1025 Wescott Road. City Planner Ridley gave a staff report and provided a site map. The applicant, Patrick Hiller, Norton Homes, LLC, was available for questions. The Council discussed the rezoning and preliminary subdivision request. Several Councilmembers noted concern with traffic/access on Wescott Road. Mayor Maguire opened the public comment. There being no public comment, he turned the discussion back to the Council. Councilmember Hansen moved, Councilmember Fields seconded a motion to approve a Rezoning from A, Agricultural, to R-1S, Residential Single Family Small Lot, upon approximately 4.8 acres located at 1025 Wescott Road. Aye: 3 Nay: 1 (Bakken) Councilmember Hansen moved, Councilmember Fields seconded a motion to approve a Preliminary Subdivision (Lakeside of Eagan) to create 4 single-family lots, include a Variance to the minimum lot widths standard for two of the lots, upon 4.8 acres located at 1025 Wescott Road, subject to the following conditions: Aye: 3 Nay: 1 (Bakken) 1. The developer shall comply with these standards conditions of plat approval as revised by Council on July 1, 2014: A1, B1, B2, B3, C1, C2, C4, E1, F1, G1, H1, I1, and L1 2. The property shall be platted. 3. The applicant shall ensure the survival of preserved trees via Performance Guarantee payment of $15,825.00, and 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. 4. 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. 5. 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. 6. All retaining walls shall be privately owned and maintained, and the applicant shall enter into an encroachment agreement for any retaining walls located in a drainage and utility easement. City Council Meeting Minutes November 21, 2017 8 page 7. This development shall meet all requirements of Minn. Rules Ch. 8420 and City Code §11.67 regarding the wetland boundary, and shall provide Conservation Easement boundary markers/signage for all proposed residential lots/backyards with the Conservation Easement. 8. Restoration activities within the Conservation Easement shall be detailed in a Wetland Buffer Restoration Plan for City review/acceptance by the Water Resources Manager, specifying materials to be used, implementation schedule/timeline and 2-year (post-implementation) vegetation maintenance by native vegetation restoration contractor. 10. 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 effective retention of the site’s new impervious surface area (including effective soil remediation for the site’s disturbed soils that are to be revegetated). 11. Prior to receiving city approval to permit land disturbing activity, the applicant shall provide all construction, revegetation and landscaping details for the proposed iron-enhanced sand filtration basin system area for City review/acceptance by the City Engineer and include in all applicable construction plans. Construction details shall include filtration basin cross-section(s), construction sequencing/protection/restoration notes, provision for unobstructed inspection/maintenance access areas to inlets/outlets, iron-enhanced sand mix source, minimum volume and placement instructions, under-drain location to prevent short-circuiting, planting details for surrounding side-slopes, permanent erosion-control details, etc., to ensure all components of filtration basin system are properly designed, constructed/installed, 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.). 12. 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. These clear/prominent notes and graphical details 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.) 13. The applicant shall provide a minimum of 15-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. Verify that Landscape Plan does not conflict with this requirement. 14. The applicant shall provide adequately sized pre-treatment (e.g. 4-foot depth sump with floatable skimmer hood, 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. Pre-treatment structures shall be accessible by appropriate maintenance equipment. Details shall be included in applicable plan sheet(s). 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. City Council Meeting Minutes November 21, 2017 9 page 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 (sumps, infiltration basins, inlets, outlets, etc.) conform to design and/or construction plans, as approved by the City. As-built volumes (for retention/detention) 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. 17. The developer shall be responsible to restore the trail, street, curb and gutter, and boulevard in a manner acceptable to the City Engineer. 18. Hydrant spacing and locations shall be in accordance with City Fire Department and Public Works standards. 19. All well and septic systems within the development shall be abandoned in accordance with City and County standards. 20. The applicant shall submit a proposal/infrastructure plan to be approved by staff to provide telecommunications fiber to the home (FTTH) or conduit to all homesites to permit third party providers to install FTTH within the neighborhood, at the time of final subdivision approval. 21. This development shall be subject to cash park and trail dedication for the net increase of three residential lots, payable at the time of Final Plat at the rates then effect. Appeal of Issuance of Zoning Permit in Connection with a Solar Array Structure at 3330 Dodd Road Council acting as the Board of adjustments and appeals City Administrator Osberg introduced the item noting the content of the record presented to the Council. He further noted that there are three options for the Council to consider after hearing comments from the applicant. The Council can continue the hearing for further deliberation and defer action/decision, but not later than December 19, 2017 Council meeting; or Direct Findings & Decision to Deny the Appeal and Affirm Issuance of Zoning Permit for installation of subject solar array structure; or Direct Findings & Decision to Approve the Appeal and Overturn (Deny) Issuance of Zoning Permit for installation of subject solar array structure. Osberg noted in order to overturn issuance of the Zoning Permit it would require all four Councilmember votes. Mayor Maguire walked through the format of the appeal process. The applicant, Bridget Bataglia, 3326 Wren Lane, gave a presentation, including a Power Point, and provided additional information on her appeal. Mayor Maguire opened the item up for public comment: Brad Quinn, 3326 Wren Lane, addressed the Council regarding City Code requirements. Dan Kiefer, owner of the property located at 3330 Dodd Road, provided an overview of his request noting that he had discussed the project with Ms. Bataglia and how he determined placement of the solar array installation. Mr. Kiefer presented pictures with commentary to the Council. City Council Meeting Minutes November 21, 2017 10 page Ms. Bataglia reiterated her concerns regarding size and placement of the solar array structure and the impact it has on her property. Mr. Quinn repeated his concerns regarding City Code requirements, size and placement of the solar array. Mayor Maguire noted, that the City Council, acting as the Eagan Board of adjustments & appeals, upon close of the appeal hearing has three action options to consider. Before making a decision, the Council noted they would like the two property owners to work together to find a solution regarding the potential screening of the solar array structure. Both property owners were open to finding a solution. Councilmember Fields moved, Councilmember Bakken seconded a motion to continue the Hearing for further deliberation and defer action/decision to the December 5, 2017 City Council meeting. Aye: 4 Nay: 0 LEGISLATIVE / INTERGOVERNMENTAL AFFAIRS UPDATE There was no legislative/intergovernmental affairs update. ADMINISTRATIVE AGENDA CITY COUNCIL Mayor Maguire noted have a Happy and Safe Thanksgiving Holiday. VISITORS TO BE HEARD There were no visitors to be heard. ADJOURNMENT Councilmember Bakken moved, Councilmember Hansen seconded a motion to adjourn the meeting at 8:40 p.m. Aye: 4 Nay: 0 _______ Date ______ Mayor _______ City Clerk Agenda Information Memo December 5, 2017 Eagan City Council Meeting CONSENT AGENDA B.Personnel Items ITEM 1. Action To Be Considered: Authorize the termination of the following seasonal employees: TREE INSPECTOR STURGELESKI, KEVIN C PARK MAINTENANCE THOMPSON, JOSHUA A ITEM 2. Action To Be Considered: Approve the Memorandum of Understanding between the City of Eagan, Minnesota and Law Enforcement Labor Services, Inc. representing Police Officers. Facts: This document provides for the following stipulations regarding the Police Officer’s Health Care Savings Plan, (HSCP). o Once per year, compensatory time that exceeds 60 hours shall be deposited into the Officer’s HCSP o Upon retirement, available vacation leave shall be deposited into the Officer’s HCSP. Attachments: CB-1 Police Officer MOU Comp time over 60 hrs INFORMATIVE: Robert Kent was promoted to Police Officer o This was approved 10/3/17 City of Eagan and Law Enforcement Labor Services MEMORANDUM OF UNDERSTANDING WHEREAS, this memorandum of understanding is between the City of Eagan, Minnesota (“the City”), and Law Enforcement Labor Services, Inc. (“the Union”), representing Police Officers; and WHEREAS, the City and the Union are parties to a collective bargaining agreement in effect from January 1, 2016—December 31, 2018; and WHEREAS, this memorandum of agreement is to establish the understanding of the parties concerning a revision to employee initiated Health Care Savings Plan contributions and deferred compensation contributions; and WHEREAS, the parties agree to add the following language into the collective bargaining agreement, which will modify Article 19, Section 19.3 F (Overtime Provisions) and Article 19, Section 19.7 (Severance Pay) for the length of the contract and continue in effect thereafter in force until modified by both parties. NOW THEREFORE, THE PARTIES AGREE AS FOLLOWS: 19.3 (Overtime Provisions), Section F: Except as outlined in Section 19.3G, employees may choose between cash and compensatory time for overtime or premium pay situations. Payment will be in cash or an equivalent amount of compensatory time. Compensatory time accumulated by an employee shall not exceed 120 hours at any given time; no more than 60 hours of compensatory time may be carried over to the next year at the employee’s discretion. Health Care Savings Plan: On or about December 15th of each year, all earned hours of compensatory time over 60 hours will be deposited into the employee’s Health Care Savings Plan. Deferred Compensation: On or about December 15th of each year, any available compensatory time that does not exceed 60 hours may be deposited into a deferred compensation plan of the employee’s choosing. 19.7 (Severance Pay): Sick Leave: Upon retirement, permanent layoff, termination, resignation, or if disabled thus necessitating termination of employment, all full-time employees who have completed five (5) years of service shall be entitled to 50% of their unused sick leave as severance pay. Upon termination, severance pay can be used for payment of health insurance, per agreement of the existing health insurance policy. Vacation: Upon retirement permanent layoff, termination, resignation, or if disabled, thus necessitating termination of employment, 100% of all available vacation leave time will be deposited into the employee’s Health Care Savings Plan. IN WITNESS WHEREOF, the parties have executed the Agreement on the respective dates as set forth opposite their respective signatures. CITY OF EAGAN: CITY OF EAGAN: Dated: ________________ By: _______________________ Mike Maguire Mayor, City of Eagan Dated: ________________ By: _______________________ Jim McDonald Chief of Police Dated: ________________ By: _______________________ Lori Peterson-Weitzel Human Resources Manager LAW ENFORCEMENT LABOR SERVICES, INC. LOCAL NO. 170 Dated: ________________ By: ______________________ Renee Zachman Business Agent Dated: ________________ By: ______________________ Joe Moseng LELS Patrol Officers Local 170, Union Steward Agenda Information Memo December 5, 2017 Eagan City Council Meeting CONSENT AGENDA C. Ratify Check Registers Action To Be Considered: To ratify the check registers dated November 17 and November 22, 2017 as presented. Attachments: (2) CC-1 Check register dated November 17, 2017 CC-2 Check register dated November 22, 2017 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 2Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194869 11/17/2017 100360 APPLE FORD LINCOLN APPLE VALLEY Continued... 696.61 194870 11/17/2017 141676 ARC DOCUMENT SOLUTIONS LLC 11.84 PLOTTER SUPPLIES 269128 MN35010766 1107.6210 Office Supplies Support Services 24.27 PLOTTER SUPPLIES 269128 MN35010766 0720.6220 Operating Supplies - General General Admin-Planning & Zonin 24.28 PLOTTER SUPPLIES 269128 MN35010766 2010.6220 Operating Supplies - General General Engineering 60.99 PLOTTER SUPPLIES 269128 MN35010766 3001.6210 Office Supplies General/Admn-Recreation 35.50 SUPPLIES 269129 MN35010936 2010.6220 Operating Supplies - General General Engineering 35.50 SUPPLIES 269129 MN35010936 0720.6210 Office Supplies General Admin-Planning & Zonin 71.00 SUPPLIES 269129 MN35010936 3001.6210 Office Supplies General/Admn-Recreation 263.38 194871 11/17/2017 144673 ARCADE ELECTRIC 521.00 ELECTRICAL REPAIRS 269130 9160 3313.6535 Other Contractual Services Fire Buildings 521.00 194872 11/17/2017 121083 ASPEN MILLS 65.26 UNIFORM PANTS-STEIN 269131 206133 1221.6224 Clothing/Personal Equipment Administration-Fire 65.26 194873 11/17/2017 101609 ASPEN WASTE 380.56 ECC WASTE 269133 S1321957-110117 6827.6539 Waste Removal/Sanitation Servi Building Maintenance 76.76 FD WASTE 269136 S1321981-110117 3313.6539 Waste Removal/Sanitation Servi Fire Buildings 44.48 FD WASTE 269137 S1321999-110117 3313.6539 Waste Removal/Sanitation Servi Fire Buildings 47.29 FD WASTE 269138 S1322005-110117 3313.6539 Waste Removal/Sanitation Servi Fire Buildings 248.27 CH/PD WASTE 269135 S1322021-110117 3304.6539 Waste Removal/Sanitation Servi Bldg/Facilities Maintenance 45.00 MT WASTE 269139 S1322088-110117 3314.6539 Waste Removal/Sanitation Servi Central Maintenance 57.76 FD WASTE 269132 S1366341-110117 3313.6539 Waste Removal/Sanitation Servi Fire Buildings 900.12 194874 11/17/2017 150918 B & F FASTENER SUPPLY CO. 277.10 METER SERVICE SUPPLIES 269140 10221815-00 6163.6260 Utility System Parts/Supplies Meter Maintenance/Repair 277.10 194875 11/17/2017 100487 BARR ENGINEERING CO 880.00 ENGINEERING SERVICES 269276 23190770.01-4 7005.6310 Professional Services-General Fish Lake TMDL 880.00 194876 11/17/2017 150898 BATESON, MICHAEL 50.00 MICHAELBATES ENTERTAINMENT 269154 111317-1 3078.6535 Other Contractual Services Senior Citizens 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 3Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194876 11/17/2017 150898 BATESON, MICHAEL Continued... 50.00 194877 11/17/2017 150924 BKJ LAND CO. 9,964.00 INFRASTRUCTURE MAINTENANCE 269280 1712-1 6541.6310 Professional Services-General Capital Proj-Renew&Repl-cr1126 1,102.80 INFRASTRUCTURE MAINTENANCE 269279 1712-2 6541.6310 Professional Services-General Capital Proj-Renew&Repl-cr1126 1,577.00 INFRASTRUCTURE REPAIR 269278 1712-3 6541.6310 Professional Services-General Capital Proj-Renew&Repl-cr1126 2,383.75 INFRASTRUCTURE MAINTENANCE 269277 1712-4 6541.6310 Professional Services-General Capital Proj-Renew&Repl-cr1126 15,027.55 194878 11/17/2017 143108 BLOOMINGTON, CITY OF 791.00 BAC T SAMPLING 269141 1700184 6149.6323 Testing Services Water Sampling/Testing 791.00 194879 11/17/2017 131767 BOLTON & MENK INC. 2,664.00 CARLSON LK STORM - ENG 269281 0210021 6439.6630 P1249 Other Improvements Lift Station Maintenanc/Repair 4,542.00 APOLLO LS IMPROVEMENT 269282 0210022 6439.6630 P1253 Other Improvements Lift Station Maintenanc/Repair 7,206.00 194880 11/17/2017 145520 BURR OAK I LLC 8,338.42 OCT 2017 RENT 269142 0134 9695.6456 Building Rental Dakota Co Drug Task Force 8,338.42 NOV 2017 RENT 269143 0135 9695.6456 Building Rental Dakota Co Drug Task Force 16,676.84 194881 11/17/2017 142846 CENTURYLINK 135.74 COMM LINE BTWN TRMNT PLANTS 269146 612E06-1331048- NOV17 6101.6352 Telephone Circuits Water -Administration 547.74 OAK POND LIFT STATION 269144 612E06-3878017- NOV17 6239.6347 Telephone Service & Line Charg Lift Station Maintenanc/Repair 141.08 269149 612E12-0825197- NOV17 6101.6347 Telephone Service & Line Charg Water -Administration 423.24 269148 612E12-1089411- NOV17 6101.6347 Telephone Service & Line Charg Water -Administration 66.00 SPERRY TOWER RADIO LINES 269145 612E12-1121206- NOV17 6101.6347 Telephone Service & Line Charg Water -Administration 141.08 269151 612E12-6449410- NOV17 6101.6347 Telephone Service & Line Charg Water -Administration 141.08 269150 612E12-8187409- NOV17 6101.6347 Telephone Service & Line Charg Water -Administration 17.95 ART HOUSE 269147 651686-9134742- NOV17-1 3106.6347 Telephone Service & Line Charg Structure Care & Maintenance 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 4Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194881 11/17/2017 142846 CENTURYLINK Continued... 1,613.91 194882 11/17/2017 142837 CENTURYLINK (R) 978.12 NOV 2017 TELEPHONE 269155 1423529033 9695.6347 Telephone Service & Line Charg Dakota Co Drug Task Force 978.12 194883 11/17/2017 142286 COMCAST 2.11 11/9/17-12/8/17 269152 877210508073668 5-110117 6146.6535 Other Contractual Services North Plant Building 2.11 194884 11/17/2017 100040 CONT SAFETY EQUIP 420.00 O2 SENSORS 269153 446516 1225.6234 Field/Other Equipment Repair Fire / EMS Equipment 420.00 194885 11/17/2017 150880 CORE & MAIN LP 713.74 TOUCH PADS NEW METER INSTALL 269159 1029398 6162.6260 Utility System Parts/Supplies Meter Reading 1,675.95 METER EXCHANGE 269157 H909086 6161.6630 Other Improvements Meter Replacement 69,600.00 METER EXCHANGE 269156 H920441 6161.6630 Other Improvements Meter Replacement 71,989.69 194886 11/17/2017 150896 CORE & MAIN LP 38.42 HIGH RIDGE PRS 269158 0391281 6152.6710 Project - Contract PRS Inspection/Maint/Repair 38.42 194888 11/17/2017 136461 CULLIGAN (R) 73.83 WATER 269161 661198 9695.6210 Office Supplies Dakota Co Drug Task Force 73.83 194889 11/17/2017 150973 CZECK SERVICES 1,062.00 STUMP GRINDING 269162 1113 3220.6310 Professional Services-General Tree Removal 1,062.00 194890 11/17/2017 128852 DAK CTY REGIONAL CHAMBER OF COMMERCE 25.00 DCR GOOD DAY-G.HANSEN-11/13 MG 269270 67621 0101.6477 Local Meeting Expenses Legislative/Policy Development 25.00 194891 11/17/2017 100048 DAK CTY TECHNICAL COLLEGE 300.00-CREDIT FOR INV 185015 269164 185015CR 1104.6476 Conferences/Meetings/Training Patrolling/Traffic 1,125.00 PATROL TRAINING 269163 187984 1104.6476 Conferences/Meetings/Training Patrolling/Traffic 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 5Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194891 11/17/2017 100048 DAK CTY TECHNICAL COLLEGE Continued... 825.00 194892 11/17/2017 120622 DAKOTA COMMUNICATIONS CENTER 99,871.00 DCC MONTHLY FEE-DEC 2017 269168 EA2017-12 1108.6330 DCC Fees Communications 99,871.00 194893 11/17/2017 142095 DAKOTA UNLIMITED 111.00 RINK REPAIRS 269165 28056 3119.6252 Parks & Play Area Supplies Rink Amenity Mtn/Setup 111.00 194894 11/17/2017 100447 DALCO 3,033.45 CUSTODIAL SUPPLIES 269283 3245703 6827.6223 Building/Cleaning Supplies Building Maintenance 3,033.45 194895 11/17/2017 100516 DESIGNER SIGN SYSTEMS INC 49.85 L PETERSON-WEITZEL NAME PLATE 269284 8715 3301.6210 Office Supplies General Management 49.85 194896 11/17/2017 101693 DICK'S SANITATION SERVICE INC. 195.73 ECC COMPOST 269166 DT0001955607 6827.6539 Waste Removal/Sanitation Servi Building Maintenance 195.73 194897 11/17/2017 101697 EAGAN CONVENTION & VISITORS BUREAU 91,353.35 SEPT LODGING TAX 269169 0917 9001.2210 Due to Convention Bureau General Fund 1,295.45-SEPT LODGING TAX 269169 0917 6801.4621 Building Rent General & Administrative 20.00-SEPT LODGING TAX 269169 0917 6801.6347 Telephone Service & Line Charg General & Administrative 4.18-SEPT LODGING TAX 269169 0917 6801.6347 Telephone Service & Line Charg General & Administrative 1,011.26-SEPT LODGING TAX 269169 0917 9337.1386.1 Due from ECVB Community Investment 455.41-SEPT LODGING TAX 269169 0917 9337.4613.4 Int on IR-ECVB Community Investment 88,567.05 194898 11/17/2017 100917 EAGAN FIRE DEPT. RELIEF ASSOCIATION 840.00 NOV17/PAYROLL END 11/11/17 269261 NOV17 9592.2038 Ded Pay-Fire Relief Assn Dues Benefit Accrual 840.00 194899 11/17/2017 100387 EAGAN GENERAL REPAIR 155.00 CONE HOLDER REPAIR--REHAB 269167 26712 1224.6231 Mobile Equipment Repair Parts Engineer 155.00 194900 11/17/2017 142034 ELECTRIC PUMP 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 6Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194900 11/17/2017 142034 ELECTRIC PUMP Continued... 2,474.25 CHECK BALLS COUNTRY HALLOW 269171 0061492-IN 6439.6260 Utility System Parts/Supplies Lift Station Maintenanc/Repair 2,474.25 194901 11/17/2017 150962 ELMOGE, MUXUBO 62.00 REFUND 269274 552450 3001.2250 Escrow Deposits General/Admn-Recreation 62.00 194902 11/17/2017 150960 ENGINEERING SUPPLY 132.23 TOOLS 269285 2236798132 6501.6240 Small Tools G/A - Water Quality 132.23 194903 11/17/2017 102007 ESRI, INC. 1,074.00 ARCGIS TRAINING- J. KOEHLE 269286 93365529 6511.6476 Conferences/Meetings/Training Training/Conferences/Schools 1,074.00 194904 11/17/2017 148893 FLEWELLEN, JARED 56.71 MILEAGE 10/18/17-10/30/17 269170 103017 3001.6477 Local Meeting Expenses General/Admn-Recreation 56.71 194905 11/17/2017 101802 FOOTE, JOANNA 324.68 3CMA ANNUAL CONF EXP 269172 091017 0901.6476 Conferences/Meetings/Training Gen & Admin-Communications 324.68 194906 11/17/2017 148995 FORTERRA PIPE & PRECAST 11,382.00 HIGHRIDGE PRV 269173 EL00005590 6152.6710 Project - Contract PRS Inspection/Maint/Repair 11,382.00 194907 11/17/2017 150961 FREDERICKSEN, BECKY 37.00 REFUND 269275 548911 3001.2250 Escrow Deposits General/Admn-Recreation 37.00 194908 11/17/2017 100071 G & K SERVICES 18.00 ECC RUGS 269175 6182756025 6827.6569 Maintenance Contracts Building Maintenance 22.99 FD RUGS 269176 6182756027 3313.6569 Maintenance Contracts Fire Buildings 7.29 FD RUGS 269174 6182756029 3313.6569 Maintenance Contracts Fire Buildings 90.85 SHOP TOWELS 269266 6182767068 2401.6241 Shop Materials Gen/Adm-Central Services 162.24 SHOP TOWELS 269267 6182767069 2401.6241 Shop Materials Gen/Adm-Central Services 64.28 MAINTENANCE RUGS 269288 6182767070 3314.6569 Maintenance Contracts Central Maintenance 63.81 CH RUGS 269289 6182767072 3315.6569 Maintenance Contracts City Hall 56.39 PD RUGS 269287 6182767073 3316.6569 Maintenance Contracts Police 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 7Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194908 11/17/2017 100071 G & K SERVICES Continued... 485.85 194909 11/17/2017 150963 GARDNER BUILDERS 777.92-TEMP HYDRANT 269290 102717 6101.4505 Water Sales Water -Administration 325.00-TEMP HYDRANT 269290 102717 6101.4521 Construction Meter Permit Fees Water -Administration 17.05-TEMP HYDRANT 269290 102717 6101.4505 Water Sales Water -Administration 195.00 TEMP HYDRANT 269290 102717 6101.4521 Construction Meter Permit Fees Water -Administration 1,069.80 TEMP HYDRANT 269290 102717 9220.2254 Construction Meter Deposits Public Utilities 144.83 194910 11/17/2017 100529 GASTFIELD MAINTENANCE PLUS, BOB 50.00 FD CUSTODIAL 269177 100417 3313.6537 Janitorial Service Fire Buildings 781.16 FD CUSTODIAL 269178 103117 3313.6537 Janitorial Service Fire Buildings 831.16 194911 11/17/2017 100578 GENUINE PARTS COMPANY 9.01 NAPA BILL 269180 14302615-093017 3222.6231 Mobile Equipment Repair Parts Equipment Mtn 37.44 NAPA BILL 269180 14302615-093017 3127.6240 Small Tools Equipment Maintenance/Repair 58.60 NAPA BILL 269180 14302615-093017 2244.6231 Mobile Equipment Repair Parts Street Equipment Repair/Mtn 66.58 NAPA BILL 269180 14302615-093017 3128.6231 Mobile Equipment Repair Parts Vehicle Maintenance 116.77 NAPA BILL 269180 14302615-093017 2401.6241 Shop Materials Gen/Adm-Central Services 863.23 NAPA BILL 269180 14302615-093017 9001.1415 Inventory - Parts General Fund 2.32 NAPA BILL 269179 14302615-103117 1224.6231 Mobile Equipment Repair Parts Engineer 15.67 NAPA BILL 269179 14302615-103117 3206.6222 Medical/Rescue/Safety Supplies Chemical Appl-Plant Health Mgt 23.07 NAPA BILL 269179 14302615-103117 3129.6231 Mobile Equipment Repair Parts Shop Mtn/General Repairs 124.61 NAPA BILL 269179 14302615-103117 2244.6231 Mobile Equipment Repair Parts Street Equipment Repair/Mtn 128.40 NAPA BILL 269179 14302615-103117 1224.6235 Fuel, Lubricants, Additives Engineer 2,090.49 NAPA BILL 269179 14302615-103117 9001.1415 Inventory - Parts General Fund 25.48 NAPA BILL 269179 14302615-103117 6401.6240 Small Tools Storm Sewer-Administration 3,561.67 194912 11/17/2017 101884 GRAFIX SHOPPE 120.00-DOUBLE ADDED 269181 117800 2401.6240 Small Tools Gen/Adm-Central Services 120.00 LOCK OUT TAG OUT SIGNS 269181 117800 2401.6240 Small Tools Gen/Adm-Central Services 120.00 LOCK OUT TAG OUT SIGNS 269181 117800 2401.6240 Small Tools Gen/Adm-Central Services 120.00 194913 11/17/2017 111043 H&L MESABI 3,764.92 CUTTING EDGES PLOWS 269182 99285 2244.6231 Mobile Equipment Repair Parts Street Equipment Repair/Mtn 3,764.92 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 8Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194913 11/17/2017 111043 H&L MESABI Continued... 194914 11/17/2017 100083 HACH CO 466.00 CL2 METER GREG 269183 10694252 6149.6240 Small Tools Water Sampling/Testing 466.00 194915 11/17/2017 132043 HANSEN THORP PELLINEN OLSON INC. 1,628.75 FS 5 TITLE WORK 269202 47717 9337.6310 Professional Services-General Community Investment 1,562.50 FS 1 TITLE WORK 269203 47718 9337.6310 Professional Services-General Community Investment 3,191.25 194916 11/17/2017 100085 HARDWARE HANK 4.80 BOLTS 269190 1716153 2244.6231 Mobile Equipment Repair Parts Street Equipment Repair/Mtn 2.38 HARDWARE WALL DESK WELLHOUSE 269292 1716434 6148.6230 Repair/Maintenance Supplies-Ge North Well Field 12.00 RO 733 UNIT112 269189 1718855 9001.1415 Inventory - Parts General Fund 3.00 SET UP NEW TRUCK 269188 1719444 1224.6231 Mobile Equipment Repair Parts Engineer 32.00 PARTS 269187 1720722 3222.6231 Mobile Equipment Repair Parts Equipment Mtn 15.90 PARTS 269186 1720783 3220.6240 Small Tools Tree Removal 42.95 STIHL BAR 269185 1720978 3222.6231 Mobile Equipment Repair Parts Equipment Mtn 45.98 KEROSENE FOR HOTBOX 269191 1722866 2220.6255 Street Repair Supplies Bituminous Surface Maint 10.99 SUPPLIES 269291 1723451 6501.6220 Operating Supplies - General G/A - Water Quality 4.99 FUEL/OIL 269184 1725992 3127.6235 Fuel, Lubricants, Additives Equipment Maintenance/Repair 174.99 194917 11/17/2017 113918 HILLYARD 129.20 CUSTODIAL SUPPLIES 269193 602538472 3304.6223 Building/Cleaning Supplies Bldg/Facilities Maintenance 589.98 CUSTODIAL SUPPLIES 269194 602559784 6827.6223 Building/Cleaning Supplies Building Maintenance 359.23 CUSTODIAL SUPPLIES 269197 602715179 6827.6223 Building/Cleaning Supplies Building Maintenance 540.86 CUSTODIAL SUPPLIES 269198 602769262 6827.6223 Building/Cleaning Supplies Building Maintenance 150.90 CUSTODIAL SUPPLIES 269195 700290613 6827.6223 Building/Cleaning Supplies Building Maintenance 665.87 CUSTODIAL SUPPLIES 269196 700298019 6827.6223 Building/Cleaning Supplies Building Maintenance 2,025.16-CREDIT - GYM RE-COAT SUPPLIES 269192 800300707 6827.6535 Other Contractual Services Building Maintenance 410.88 194918 11/17/2017 100860 HOISINGTON KOEGLER GROUP INC. 2,917.65 COMP PLAN UPDATE 269293 016-048-14 0720.6310 Professional Services-General General Admin-Planning & Zonin 2,917.65 194919 11/17/2017 101708 HONSA LIGHTING SALES & SVC. INC. 34.77 BULB FOR NTP FILTERCELLS 269199 81880 6146.6233 Building Repair Supplies North Plant Building 118.50 LIGHT BULBS 269200 81915 3304.6233 Building Repair Supplies Bldg/Facilities Maintenance 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 9Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194919 11/17/2017 101708 HONSA LIGHTING SALES & SVC. INC.Continued... 21.90-CR INV 81613 269201 81946 1225.6234 Field/Other Equipment Repair Fire / EMS Equipment 147.05 LIGHT BULBS 269294 81976 3304.6233 Building Repair Supplies Bldg/Facilities Maintenance 278.42 194920 11/17/2017 141048 HORNSTEIN, CHERYL 3,573.11 FALL FINAL INVOICE 269260 3-11/13/17 3057.6320 Instructors Preschool Programs 3,573.11 194921 11/17/2017 102238 IDENTISYS 168.50 BADGES FOR NEW LOGO 269204 363677 3001.6210 Office Supplies General/Admn-Recreation 168.50 194922 11/17/2017 143243 IMPACT PROVEN SOLUTIONS 1,649.61 UTILITY BILLS - OCT MAILING 269205 128057 6101.6535 Other Contractual Services Water -Administration 1,649.61 UTILITY BILLS - OCT MAILING 269205 128057 6201.6535 Other Contractual Services San Sewer-Administration 3,299.22 194923 11/17/2017 100378 JOHNSON FIRE & SAFETY INC, J N 423.35 MAINT. PORT EXTINGUISHERS 269206 SOI.139837 3314.6569 Maintenance Contracts Central Maintenance 485.05 FIRE EXTINGUISHERS 269207 SOI.139838 3314.6569 Maintenance Contracts Central Maintenance 186.45 FIRE EXTINGUISHERS 269208 SOI.139839 2244.6222 Medical/Rescue/Safety Supplies Street Equipment Repair/Mtn 465.55 FIRE EXTINGUISHERS 269209 SOI.139841 3106.6222 Medical/Rescue/Safety Supplies Structure Care & Maintenance 1,560.40 194924 11/17/2017 119878 KATH FUEL 17,962.15 8500 GALLON GASOLINE 269210 606757 9001.1411 Inventory - Motor Fuels General Fund 18,089.65 8500 GALLON GASOLINE 269211 606758 9001.1411 Inventory - Motor Fuels General Fund 14,538.55 7500 GALLON DIESEL 269212 606759 9001.1411 Inventory - Motor Fuels General Fund 50,590.35 194925 11/17/2017 142496 KAUFMAN ENTERPRISES INC. 1,082.50 APOLLO STORM GRUBBING 269213 14664 6439.6630 P1253 Other Improvements Lift Station Maintenanc/Repair 1,082.50 194926 11/17/2017 141752 KLM ENGINEERING INC. 17,330.00 LEXINGTON RESERVOIR CLEANING 269295 6636 6156.6630 Other Improvements South Well Field 17,330.00 194927 11/17/2017 146762 KRAFT CONTRACTING & MECHANICAL LLC 908.95 SERVICE FOR HEATERS CL2 NTP 269215 10544 6146.6427 Building Operations/Repair-Lab North Plant Building 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 10Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194927 11/17/2017 146762 KRAFT CONTRACTING & MECHANICAL LLC Continued... 979.13 WELL 5 AIR HANDLER SERVICE 269214 10549 6156.6427 Building Operations/Repair-Lab South Well Field 408.00 WELL 5 HVAC WORK 269216 10552 6156.6427 Building Operations/Repair-Lab South Well Field 2,296.08 194928 11/17/2017 135840 KRAUS ANDERSON CO 909.48-TEMP HYDRANT 269296 102717 6101.4505 Water Sales Water -Administration 390.00-TEMP HYDRANT 269296 102717 6101.4521 Construction Meter Permit Fees Water -Administration 9.62-TEMP HYDRANT 269296 102717 6101.4505 Water Sales Water -Administration 195.00 TEMP HYDRANT 269296 102717 6101.4521 Construction Meter Permit Fees Water -Administration 3,479.80 TEMP HYDRANT 269296 102717 9220.2254 Construction Meter Deposits Public Utilities 2,365.70 194929 11/17/2017 149504 MACQUEEN EMERGENCY GROUP 2,100.44 UNIT 1217 269217 W00344 9001.1415 Inventory - Parts General Fund 2,100.44 194930 11/17/2017 145890 MANSFIELD OIL COMPANY 1,075.11 GENERATOR FUEL 269218 20495350 3304.6243 Heating Oil/Propane/Other Fuel Bldg/Facilities Maintenance 1,075.11 194931 11/17/2017 100571 MENARDS-APPLE VALLEY 23.96 C PARK FOUNTAIN REPAIR 269219 28922 3108.6220 Operating Supplies - General Park Improvements 1,212.10 CIP TENNIS BOARDS 269220 63515 2852.6761 Athletic Furnishings General Park Site Improvmts 1,236.06 194932 11/17/2017 100452 METRO VOLLEYBALL OFFICIALS ASN 177.00 CO-REC VOLLEYBALL OFFICIALS 269221 141 3043.6327 Sporting Event Officials Adult Volleyball-Co-Rec 177.00 194933 11/17/2017 102753 MINNCOR INDUSTRIES 40.00 T MADDIO BUSINESS CARDS 269222 SOI-064306 0301.6210 Office Supplies IT-Gen & Admn 40.00 R WAARA BUSINESS CARDS 269222 SOI-064306 0301.6210 Office Supplies IT-Gen & Admn 40.00 M HOLM BUSINESS CARDS 269222 SOI-064306 0301.6210 Office Supplies IT-Gen & Admn 40.00 R CHAPMAN BUSINESS CARDS 269222 SOI-064306 0301.6210 Office Supplies IT-Gen & Admn 40.00 D MUCCIO GROUT BUSINESS CARDS 269222 SOI-064306 0501.6210 Office Supplies General & Admn-Finance 45.00 E MACBETH BUSINESS CARDS 269222 SOI-064306 2401.6210 Office Supplies Gen/Adm-Central Services 50.00 BENEFITS CARDS 269223 SOI-064314 1001.6210 Office Supplies General/Admn-Human Resources 295.00 194934 11/17/2017 100664 MN CHILD SUPPORT 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 11Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194934 11/17/2017 100664 MN CHILD SUPPORT Continued... 586.52 PAYROLL ENDING 11/11/17 269262 GARNISHMENT 11/11/17 9592.2030 Ded Pay - Garnishments Benefit Accrual 319.79 PAYROLL ENDING 11/11/17 269263 GARNISHMENT 11/11/17-1 9592.2030 Ded Pay - Garnishments Benefit Accrual 230.73 PAYROLL ENDING 11/11/17 269264 GARNISHMENT 11/11/17-2 9592.2030 Ded Pay - Garnishments Benefit Accrual 1,137.04 194935 11/17/2017 102019 MN DEPT OF LABOR & INDUSTRY 20.00 BOILER LICENSE-UTILITY BLDG 269228 ABR01751801 3314.6480 Licenses, Permits and Taxes Central Maintenance 40.00 BOILER LICENSE-POLICE BLDG 269229 ABR01752201 3316.6480 Licenses, Permits and Taxes Police 30.00 BOILER LICENSE-ECC 269227 ABR01756491 3304.6480 Licenses, Permits and Taxes Bldg/Facilities Maintenance 90.00 194936 11/17/2017 120087 MN ENERGY RESOURCES CORP 1,861.91 SOUTH TREATMENT PLANT 269226 0503582559-0000 1-NOV17 6154.6410 Natural Gas Service South Plant Building 61.33 ART HOUSE 269224 0506085756-0000 1-NOV17 3106.6410 Natural Gas Service Structure Care & Maintenance 127.35 FIRE SAFETY CENTER 269225 0507084666-0000 1-NOV17 3313.6410 Natural Gas Service Fire Buildings 2,050.59 194937 11/17/2017 145327 MNSPECT LLC 2,096.25 11/6/17-11/9/17 269269 7186 0805.6310 Professional Services-General Construction Insp-Field 2,096.25 194938 11/17/2017 125742 NATIONAL DRIVE 2.00 PAYROLL ENDING 11/11/17 269265 111117 9592.2037 Ded Payable-Teamsters DRIVE Benefit Accrual 2.00 194939 11/17/2017 122435 OFFICE DEPOT (R) 135.00 TISSUE, TOWEL, BATTERY 269238 972887261001 9695.6210 Office Supplies Dakota Co Drug Task Force 65.65 COFFEE 269239 974269653001 9695.6210 Office Supplies Dakota Co Drug Task Force 200.65 194940 11/17/2017 142091 OFFICE OF MN IT SERVICES 21.60 STATE TOKENS-JULY 2017 269271 DV17070534 0301.6569 Maintenance Contracts IT-Gen & Admn 21.60 STATE TOKENS-OCT 2017 269272 DV17100534 0301.6569 Maintenance Contracts IT-Gen & Admn 43.20 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 12Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194940 11/17/2017 142091 OFFICE OF MN IT SERVICES Continued... 194941 11/17/2017 145845 O'LAUGHLIN, JOHN (R) 350.00 OCT 2017 CLEANING 269240 101-110117 9695.6233 Building Repair Supplies Dakota Co Drug Task Force 350.00 194942 11/17/2017 138581 OLLOM APPLIANCE 201.93 APPLIANCE REPAIR 269297 35412 6827.6535 Other Contractual Services Building Maintenance 140.66 APPLIANCE REPAIR 269298 40452 6827.6535 Other Contractual Services Building Maintenance 342.59 194943 11/17/2017 113081 OVERHEAD DOOR CO. OF THE NORTHLAND 228.95 GARAGE DOOR REPAIR 269299 102369 3313.6535 Other Contractual Services Fire Buildings 228.95 194944 11/17/2017 146361 PACIFIC BOW TARGETS 1,430.00 ARCHERY TARGETS 269230 0103017-MN 3103.6252 Parks & Play Area Supplies Site Amenity Maintenance 1,430.00 194945 11/17/2017 129450 PARK CONSTRUCTION COMPANY 817.96-TEMP HYDRANT 269300 111317 6101.4505 Water Sales Water -Administration 390.00-TEMP HYDRANT 269300 111317 6101.4521 Construction Meter Permit Fees Water -Administration 195.00 TEMP HYDRANT 269300 111317 6101.4521 Construction Meter Permit Fees Water -Administration 3,479.80 TEMP HYDRANT 269300 111317 9220.2254 Construction Meter Deposits Public Utilities 2,466.84 194946 11/17/2017 133500 PETERSON COMPANIES INC. 531.96-TEMP HYDRANT 269301 111417 6101.4505 Water Sales Water -Administration 388.33-TEMP HYDRANT 269301 111417 6101.4505 Water Sales Water -Administration 260.00-TEMP HYDRANT 269301 111417 6101.4521 Construction Meter Permit Fees Water -Administration 195.00 TEMP HYDRANT 269301 111417 6101.4521 Construction Meter Permit Fees Water -Administration 3,479.80 TEMP HYDRANT 269301 111417 9220.2254 Construction Meter Deposits Public Utilities 2,494.51 194947 11/17/2017 100307 PILOT KNOB ANIMAL HOSP 520.00 KENNELL BOARDING 269231 143358 1110.6325 Vet/Kennel Charge/Animal Dispo Animal Control 520.00 194948 11/17/2017 143557 RANDSTAD (R) 1,211.66 EVID TECH 10/22-10/28/17 269241 R22015181 9695.6561 Temporary Help-Labor/Clerical Dakota Co Drug Task Force 1,211.66 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 13Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194948 11/17/2017 143557 RANDSTAD (R)Continued... 194949 11/17/2017 104682 RENNER & SONS INC., E.H. 3,810.00 WELL 4 CAMERA PREP 269302 000158750000 6148.6630 P1256 Other Improvements North Well Field 3,810.00 194950 11/17/2017 144714 ROCK HARD LANDSCAPE SUPPLY 375.00 LANDSCAPE MATERIALS 17-09 269232 57310 9355.6718 Project - Other Charges MAINTENANCE FACILITY EXPANSION 375.00 194951 11/17/2017 102784 RYAN CONSTRUCTION, R.J. 440.44-TEMP HYDRANT 269303 111417 6101.4505 Water Sales Water -Administration 260.00-TEMP HYDRANT 269303 111417 6101.4521 Construction Meter Permit Fees Water -Administration .76-TEMP HYDRANT 269303 111417 6101.4505 Water Sales Water -Administration 195.00 TEMP HYDRANT 269303 111417 6101.4521 Construction Meter Permit Fees Water -Administration 1,069.80 TEMP HYDRANT 269303 111417 9220.2254 Construction Meter Deposits Public Utilities 563.60 194952 11/17/2017 102772 SECURITY CONTROL SYSTEMS, INC. 322.25 SECURITY CAMERA REPAIR 269233 39101 6827.6535 Other Contractual Services Building Maintenance 322.25 194953 11/17/2017 100191 SHERWIN WILLIAMS 67.05 ART HOUSE SUPPLY 269234 7221-7 3098.6227 Recreation Equipment/Supplies MRAC Community Art Grant 2014 67.05 194954 11/17/2017 149647 SHETLER SI INC 97.88 SECURITY OFFICER 269268 1016123 6847.6535 Other Contractual Services Security 97.88 194955 11/17/2017 101888 SIRCHIE 133.29 EVIDENCE ROOM SUPPLIES 269235 0324167-IN 1107.6220 Operating Supplies - General Support Services 133.29 194956 11/17/2017 100197 SOUTH RIVER HEATING COOLING 1,627.08 HVAC MAINTENANCE 269236 17-17645 3314.6569 Maintenance Contracts Central Maintenance 640.00 BLDG REPAIR LABOR 269237 17-17646 3106.6427 Building Operations/Repair-Lab Structure Care & Maintenance 2,267.08 194957 11/17/2017 101738 SPRINGSTED INC. 3,500.00 SPRINGSTED SAFE DATABASE 269253 1-001230.124-11 1001.6310 Professional Services-General General/Admn-Human Resources 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 14Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194957 11/17/2017 101738 SPRINGSTED INC.Continued... 0717 16,983.66 SPRINGSTED COMP STUDY 269254 4-001230.120-10 3117 1001.6310 Professional Services-General General/Admn-Human Resources 20,483.66 194958 11/17/2017 100854 ST PAUL STAMP WORKS, INC. 158.00 COUNCIL NAME TAGS 269305 398838 0201.6210 Office Supplies General & Admn-Admn 158.00 194959 11/17/2017 127800 SUPERIOR MECHANICAL COLLISION 3,508.19 CLAIM CA38783 269256 29675-092917 9591.6386 Insurance Deductible Risk Management 3,508.19 194960 11/17/2017 117288 SZOKA, JERZY 5,000.00 REFUND FIN GUARANTEE 269249 110617 9001.2250.615 3864 Bridgewater Dr financial General Fund 5,000.00 194961 11/17/2017 150974 TANG, JOSEPH 375.00 CHALLENGE COINS 269259 103017 9698.6210 H0001 Office Supplies DCDTF HIDTA 375.00 194962 11/17/2017 143384 TAYLOR ELECTRIC COMPANY 713.54 STP FUEL SENSOR GEN 269244 1139 6154.6427 Building Operations/Repair-Lab South Plant Building 713.54 194963 11/17/2017 138310 THOMPSON, GREGG 59.99 CLOTHING-RAIN GEAR JACKET 269312 042417 6501.6224 Clothing/Personal Equipment G/A - Water Quality 59.99 194964 11/17/2017 100107 THYSSENKRUPP ELEVATOR 125.00 ELEVATOR 269247 3003530694 6827.6569 Maintenance Contracts Building Maintenance 125.00 ELEVATOR 269248 3003531051 3313.6569 Maintenance Contracts Fire Buildings 125.00 ELEVATOR 269248 3003531051 3316.6569 Maintenance Contracts Police 185.00 ELEVATOR 269248 3003531051 3315.6569 Maintenance Contracts City Hall 250.00 ELEVATOR 269248 3003531051 9116.6223 Building/Cleaning Supplies Cedar Grove Parking Garage 810.00 194965 11/17/2017 100543 TOTAL CONTROL SYSTEMS INC 39.95 CPU MASTER BATTERY 269246 8067 6155.6260 Utility System Parts/Supplies South Plant Production 39.95 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 15Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194965 11/17/2017 100543 TOTAL CONTROL SYSTEMS INC Continued... 194966 11/17/2017 100232 UHL CO INC 362.70 COVER FOR KEY PAD NTP 269243 556 6146.6427 Building Operations/Repair-Lab North Plant Building 267.40 SECURITY SERVICE CALL 269242 843 6146.6427 Building Operations/Repair-Lab North Plant Building 630.10 194967 11/17/2017 120163 ULINE INC. 102.72 LAB SUPPLIES 269304 91193736 6149.6220 Operating Supplies - General Water Sampling/Testing 284.00 REPLACE BROKEN OFFICE CHAIR 269304 91193736 6146.6233 Building Repair Supplies North Plant Building 386.72 194968 11/17/2017 119217 VERIZON WIRELESS (R) 60.84 NOV 2017 CELL PHONE 269250 9795091413 9695.6355 Cellular Telephone Service Dakota Co Drug Task Force 70.04 NOV 2017 CELL PHONE 269252 9795220914 9695.6355 Cellular Telephone Service Dakota Co Drug Task Force 130.88 194969 11/17/2017 100912 VERIZON WIRELESS, BELLEVUE 50.02 ROUTER-DETECTIVE UNIT 269255 9795404685 1108.6355 Cellular Telephone Service Communications 50.02 194970 11/17/2017 114534 VISTAR CORPORATION 104.44 MUFFINS/MILK/HOT DOGS 269273 50192167 6806.6855 Merchandise for Resale Concessions 269.68 MUFFINS/MILK/HOT DOGS 269273 50192167 6805.6855 Merchandise for Resale Birthday Parties 374.12 194971 11/17/2017 119144 WASTE MANAGEMENT-SAVAGE (R) 469.01 WASTE REMOVAL NOV 2017 269251 7666364-2282-2 9695.6539 Waste Removal/Sanitation Servi Dakota Co Drug Task Force 469.01 194972 11/17/2017 141852 WENCK ASSOCIATES INC. 142.00 ENGINEERING SERVICES 269308 11707326 6528.6310 Professional Services-General Basin Mgmt-Water Spl/Studies/M 142.00 ENGINEERING SERVICES 269309 11707327 6528.6310 Professional Services-General Basin Mgmt-Water Spl/Studies/M 1,641.00 ENGINEERING SERVICES 269306 11707467 6542.6712 P1238 Project - Engineering Capital Proj-WQ dedictn-cr1127 2,051.02 ENGINEERING SERVICES 269307 11707468 6542.6712 P1239 Project - Engineering Capital Proj-WQ dedictn-cr1127 344.00 ENGINEERING SERVICES 269310 11707469 6542.6712 P1241 Project - Engineering Capital Proj-WQ dedictn-cr1127 13,799.97 ENGINEERING SERVICES 269311 11707470 6542.6712 P1266 Project - Engineering Capital Proj-WQ dedictn-cr1127 18,119.99 194973 11/17/2017 141999 WERNER ELECTRIC SUPPLY 342.46 MOTOR FOR PLATE SETTLER 1 FLOC 269245 S009745377.001 6147.6432 Utility System Repair-Labor North Plant Production 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 16Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194973 11/17/2017 141999 WERNER ELECTRIC SUPPLY Continued... 342.46 194974 11/17/2017 101755 XCEL ENERGY 2,714.82 STREET LIGHTS 269257 51-6563390-9-11 0317 6301.6406 Electricity-Street Lights Street Lighting 2,714.82 194975 11/17/2017 101755 XCEL ENERGY 72.78 CENTRAL PARK PUMP STATION 269258 51-6563391-0-11 0617 3186.6405 Electricity Recreation Program Support 139.23 CONCESSION STAND 269258 51-6563391-0-11 0617 3106.6405 Electricity Structure Care & Maintenance 246.44 FESTIVAL GROUNDS 269258 51-6563391-0-11 0617 3106.6405 Electricity Structure Care & Maintenance 310.91 BAND SHELL 269258 51-6563391-0-11 0617 3106.6405 Electricity Structure Care & Maintenance 3,445.31 WELL #20 269258 51-6563391-0-11 0617 6148.6409 Electricity-Wells/Booster Stat North Well Field 2,456.84 COMMUNITY CENTER NATURAL GAS 269258 51-6563391-0-11 0617 6824.6410 Natural Gas Service Utilities 15,383.22 COMMUNITY CENTER ELECTRICITY 269258 51-6563391-0-11 0617 6824.6405 Electricity Utilities 22,054.73 20170331 11/17/2017 100693 EAGAN PAYROLL ACCT 626,099.81 PAYROLL ENDING 11/11/17 269319 111617 9001.1115 Claim on Cash General Fund 11,164.99 PAYROLL ENDING 11/11/17 269319 111617 9197.1115 Claim on Cash ETV 66,937.90 PAYROLL ENDING 11/11/17 269319 111617 9220.1115 Claim on Cash Public Utilities 18,725.23 PAYROLL ENDING 11/11/17 269319 111617 9221.1115 Claim on Cash Civic Arena 3,500.34 PAYROLL ENDING 11/11/17 269319 111617 9222.1115 Claim on Cash Cascade Bay 37,270.52 PAYROLL ENDING 11/11/17 269319 111617 9223.1115 Claim on Cash Central Park/Community Center 3,698.90 PAYROLL ENDING 11/11/17 269319 111617 9225.1115 Claim on Cash Fiber Infrastructure Fund 41,074.58 PAYROLL ENDING 11/11/17 269319 111617 9592.6144 FICA Benefit Accrual 84,605.96 PAYROLL ENDING 11/11/17 269319 111617 9592.1115 Claim on Cash Benefit Accrual 893,078.23 20172524 11/17/2017 115374 MN STATE RETIREMENT SYSTEM-HCSP 19,482.87 EMPLOYEE CONTRIBUTIONS 269318 111617-1 9592.2034 Ded Payable-HCSP Benefit Accrual 19,482.87 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 17Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20173223 11/17/2017 138969 MN STATE RETIREMENT SYSTEM-MNDCP Continued... 15,790.03 EMPLOYEE CONTRIBUTIONS 269314 111617 9592.2032 Ded Pay - Great West Def Comp Benefit Accrual 15,790.03 20174223 11/17/2017 100892 ICMA RETIREMENT TRUST 41,505.70 EMPLOYEE CONTRIBUTIONS 269315 111617 9592.2031 Ded Pay - ICMA Benefit Accrual 41,505.70 20175665 11/17/2017 147907 SELECT ACCOUNT 1,858.53 FLEX REIMBURSEMENT 269316 111617 9592.2215 Flex Plan Withholding Payable Benefit Accrual 1,858.53 20178023 11/17/2017 100694 PUBLIC EMPLOYEE RETIREMENT 76.96 PAYROLL PERIOD 10/29-11/11/17 269317 434600-111717 9592.6146 PERA - DCP Benefit Accrual 37,856.94 PAYROLL PERIOD 10/29-11/11/17 269317 434600-111717 9592.6142 PERA - Coordinated Benefit Accrual 47,551.88 PAYROLL PERIOD 10/29-11/11/17 269317 434600-111717 9592.6143 PERA - Police Benefit Accrual 64,587.55 PAYROLL PERIOD 10/29-11/11/17 269317 434600-111717 9592.2013 Ded Payable - PERA Benefit Accrual 150,073.33 11/16/2017City of Eagan 16:24:51R55CKR2LOGIS101 18Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/17/201711/13/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20170193 11/17/2017 100249 FIT 121,704.56 PAYROLL ENDING 11/11/17 269320 111717 9880.2011 Ded Payable - FIT Payroll 121,704.56 20170194 11/17/2017 100250 COMMISIONER OF REVENUE-PAYROLL 32,281.02 PAYROLL ENDING 11/11/17 269321 111717 9880.2012 Ded Payable - SIT Payroll 32,281.02 20170195 11/17/2017 100252 FICA 29,564.65 PAYROLL ENDING 11/11/17 269322 111717 9880.2014 Ded Payable - FICA Payroll 29,564.65 20170196 11/17/2017 100253 MEDICARE 11,509.93 PAYROLL ENDING 11/11/17 269323 111717 9880.2015 Ded Payable - Medicare Payroll 11,509.93 2,345,389.43 Grand Total Payment Instrument Totals Checks 2,345,389.43 Total Payments 2,345,389.43 11/16/2017City of Eagan 16:24:56R55CKS2LOGIS100 1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. 11/17/201711/13/2017 - Company Amount 938,437.6209001GENERAL FUND 250.0009116CEDAR GROVE PARKING GARAGE 11,164.9909197ETV 245,357.8009220PUBLIC UTILITIES 18,725.2309221CIVIC ARENA 3,500.3409222CASCADE BAY 58,962.2109223CENTRAL PARK /COMMUNITY CENTER 3,698.9009225FIBER INFRASTRUCTURE FUND 1,212.1009328PARK SYS DEV AND R&R 1,724.5809337COMMUNITY INVESTMENT 375.0009355MAINTENANCE FACILITY EXPANSION 475,856.2809372REVOLVING SAF-CONSTRUCTION 3,508.1909591RISK MANAGEMENT 356,370.0409592BENEFIT ACCRUAL 31,185.9909695DAK CO DRUG TASK FORCE 195,060.1609880PAYROLL Report Totals 2,345,389.43 11/22/2017City of Eagan 13:30:26R55CKR2LOGIS101 2Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/24/201711/20/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194980 11/24/2017 100602 AIRGAS NORTH CENTRAL Continued... 1,149.04 OXYGEN TANKS 269506 9948476549 1104.6226 Public Safety Supplies Patrolling/Traffic 1,149.04 194981 11/24/2017 100397 BATTERIES PLUS 45.98 BATTERIES FOR FIRE SYSTEM 269439 026-321336 6603.6230 Repair/Maintenance Supplies-Ge Building Repair & Maint. 45.98 194982 11/24/2017 150971 BUDIK, PRISCILLA 50.00 EXHIBIT AWARD 269441 110817 3081.6475 Miscellaneous Arts & Humanities Council 50.00 194983 11/24/2017 147693 CARLSON, PAUL 50.00 EXHIBIT AWARD 269442 110817 3081.6475 Miscellaneous Arts & Humanities Council 50.00 194984 11/24/2017 150922 CARLSTON, SCOTT 12,250.00 REFUND FIN GUARANTEE 269535 100917-1 9001.2250.529 Eagan Car Club fin guarantee General Fund 12,250.00 194985 11/24/2017 150970 CARTER, CAITLIN 25.00 EXHIBIT AWARD 269443 110817 3081.6475 Miscellaneous Arts & Humanities Council 25.00 194986 11/24/2017 142286 COMCAST 52.80 11/18/17-12/17/17 269444 877210508072454 1-110817 6603.6357 Advertising/Publication Building Repair & Maint. 52.80 194987 11/24/2017 146281 CORNERSTONE PARKING GROUP INC. 12,624.90 PARKING MANAGE SERV OCT 2017 269507 1464 9116.6535 Other Contractual Services Cedar Grove Parking Garage 12,624.90 194988 11/24/2017 150968 CRAIG, MATT 40.00 EXHIBIT AWARD 269445 110817 3081.6475 Miscellaneous Arts & Humanities Council 40.00 194989 11/24/2017 150967 CRAIG, WINTER 40.00 EXHIBIT AWARD 269446 110817 3081.6475 Miscellaneous Arts & Humanities Council 40.00 11/22/2017City of Eagan 13:30:26R55CKR2LOGIS101 3Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/24/201711/20/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194990 11/24/2017 100499 CURTIN, DANIEL Continued... 73.84 UNIFORMS-BOOTS 269447 111717 3170.2115 Clothing Allowance General AdmIn-Parks 73.84 194991 11/24/2017 100050 DAKOTA ELECTRIC 22.69 OLD TOWN HALL 269324 100749-1-OCT17 3304.6405 Electricity Bldg/Facilities Maintenance 59.01 CARLSON LAKE SAN 269325 102339-9-NOV17 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 60.18 SOUTHERN HILLS TOWER 269326 103460-2-OCT17 6154.6409 Electricity-Wells/Booster Stat South Plant Building 160.75 FIRE STATION 1 269327 107460-8-OCT17 3313.6405 Electricity Fire Buildings 3,276.94 FIRE SAFETY CENTER 269328 108247-8-OCT17 3313.6405 Electricity Fire Buildings 1,991.34 PUBLIC WORKS GARAGE 269414 110986-7-OCT17 3304.6405 Electricity Bldg/Facilities Maintenance 40.82 YANKEE DOODLE WATER TANK RSVR 269329 112682-0-OCT17 6146.6409 Electricity-Wells/Booster Stat North Plant Building 257.34 LONE OAK SAN 269330 112832-1-OCT17 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 1,541.45 WELL #1 269415 112885-9-OCT17 6146.6409 Electricity-Wells/Booster Stat North Plant Building 672.94 CARLSON LAKE STORM 269331 122797-4-OCT17 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 172.47 WELL #2 269416 124865-7-OCT17 6146.6409 Electricity-Wells/Booster Stat North Plant Building 3,100.72 MUNICIPAL CENTER 269417 127189-9-OCT17 3304.6405 Electricity Bldg/Facilities Maintenance 24.14 BLACKHAWK COVE SAN 269332 127325-9-OCT17 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 440.83 RAHN PARK 269333 132778-2-NOV17 3106.6405 Electricity Structure Care & Maintenance 487.96 LEXINGTON STORM STATION 269334 133789-8-OCT17 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 20.88 ZOO METER 269335 136873-7-OCT17 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 13,542.96 WELL #4/TREATMENT PLANT 269418 137781-1-OCT17 6146.6409 Electricity-Wells/Booster Stat North Plant Building 752.81 LODGEPOLE CT SECURITY LITES 269336 138267-0-OCT17 3106.6405 Electricity Structure Care & Maintenance 549.13 CLIFF BOOSTER STATION 269337 139958-3-OCT17 6154.6409 Electricity-Wells/Booster Stat South Plant Building 117.87 LEXINGTON BOOSTER STATION 269338 143222-8-OCT17 6154.6409 Electricity-Wells/Booster Stat South Plant Building 238.23 FIRE STATION 3 269339 146053-4-OCT17 3313.6405 Electricity Fire Buildings 442.38 OAK CHASE STORM 269340 146920-4-OCT17 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 16.45 COVINGTON STORM 269341 149810-4-OCT17 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 47.23 TH 77/CO RD 32 SIGNALS 269342 152634-2-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 38.71 TH 77/CO RD 32 SIGNALS 269343 152635-9-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 5.00 CIVIL DEFENSE SIREN 269344 155062-3-OCT17 1106.6405 Electricity Emergency Preparedness 5.00 CIVIL DEFENSE SIREN 269345 155063-1-OCT17 1106.6405 Electricity Emergency Preparedness 5.00 CIVIL DEFENSE SIREN 269346 155064-9-OCT17 1106.6405 Electricity Emergency Preparedness 27.99 SAFARI RESERVOIR 269347 159673-3-OCT17 6154.6409 Electricity-Wells/Booster Stat South Plant Building 1,215.72 HURLEY STORM 269348 159822-6-OCT17 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 406.61 SCHWANZ STORM 269349 160898-3-OCT17 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 2,022.46 APOLLO STORM 269350 160928-8-OCT17 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 50.15 LONE OAK/35 SIGNALS 269351 162414-7-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 1,652.96 NORTHVIEW PARK 269353 167128-8-OCT17 3106.6405 Electricity Structure Care & Maintenance 33.47 35E/CLIFF SIGNALS 269354 167845-7-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 30.67 35E/CLIFF SIGNALS 269355 167846-5-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 11/22/2017City of Eagan 13:30:26R55CKR2LOGIS101 4Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/24/201711/20/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194991 11/24/2017 100050 DAKOTA ELECTRIC Continued... 32.42 35E/PILOT KNOB SIGNALS 269356 167849-9-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 34.41 35E/PILOT KNOB RD SIGNALS 269357 167850-7-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 63.33 35E/YANKEE DOODLE SIGNALS 269358 167851-5-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 38.49 RAHN PARK 269359 169262-3-OCT17 3106.6405 Electricity Structure Care & Maintenance 155.73 GOAT HILL PARK HOCKEY RINK 269360 170635-7-OCT17 3106.6405 Electricity Structure Care & Maintenance 141.20 GOAT HILL PARK BASEBALL FIELD 269361 170636-5-OCT17 3106.6405 Electricity Structure Care & Maintenance 68.11 ASHBURY SAN 269362 172471-5-OCT17 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 97.95 BLUE CROSS PARK 269363 177546-9-OCT17 3106.6405 Electricity Structure Care & Maintenance 731.24 YANKEE STORM 269364 180516-7-OCT17 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 3,284.29 WELL #8 & #9 269365 187147-4-OCT17 6146.6409 Electricity-Wells/Booster Stat North Plant Building 47.35 BLACKHAWK/CLIFF SIGNALS 269366 187873-5-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 295.10 COUNTRY HOLLOW SAN 269367 193140-1-OCT17 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 413.67 COUNTRY HOLLOW STORM 269368 193575-8-OCT17 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 700.24 FIRE STATION 4 269369 195895-8-OCT17 3313.6405 Electricity Fire Buildings 134.80 WELL #10 269370 196322-2-OCT17 6154.6409 Electricity-Wells/Booster Stat South Plant Building 277.63 THOMAS LAKE STORM 269371 196919-5-OCT17 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 266.90 FIRE STATIONI 5 269372 197741-2-OCT17 3313.6405 Electricity Fire Buildings 272.81 WELL #11 269373 197761-0-OCT17 6146.6409 Electricity-Wells/Booster Stat North Plant Building 65.65 MURPHY SAN 269374 198484-8-OCT17 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 52.02 CLIFF & CLIFF LAKE RD SIGNALS 269375 198522-5-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 33.35 SIGNAL LIGHT/TARGET 269376 198523-3-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 130.75 WELL #13 269377 200399-4-OCT17 6154.6409 Electricity-Wells/Booster Stat South Plant Building 1,860.53 WELL #12 269378 200417-4-OCT17 6154.6409 Electricity-Wells/Booster Stat South Plant Building 1,714.60 WELL #14 269379 200823-3-OCT17 6154.6409 Electricity-Wells/Booster Stat South Plant Building 772.72 WELL #15 269380 200922-3-OCT17 6154.6409 Electricity-Wells/Booster Stat South Plant Building 8,429.47 SOUTH TREATMENT PLANT 269419 201358-9-OCT17 6154.6409 Electricity-Wells/Booster Stat South Plant Building 70.23 BLACKHAWK PAVILLION 269381 211088-0-OCT17 3106.6405 Electricity Structure Care & Maintenance 14.46 WEST GROUP NORTH 269382 212539-1-OCT17 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 3,485.02 POLICE STATION 269420 217026-4-OCT17 3304.6405 Electricity Bldg/Facilities Maintenance 57.49 DENMARK/TWN CNTR SIGNALS 269383 224458-0-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 5.00 CIVIL DEFENSE SIREN 269384 224623-9-OCT17 1106.6405 Electricity Emergency Preparedness 5.00 CIVIL DEFENSE SIREN 269385 224624-7-OCT17 1106.6405 Electricity Emergency Preparedness 5.00 CIVIL DEFENSE SIREN 269386 224625-4-OCT17 1106.6405 Electricity Emergency Preparedness 1,223.17 WELL #18 269387 224626-2-OCT17 6154.6409 Electricity-Wells/Booster Stat South Plant Building 27.05 DEERWOOD RESERVOIR 269388 224893-8-OCT17 6154.6409 Electricity-Wells/Booster Stat South Plant Building 171.64 YANKEE/WASHINGTON STREET LITES 269389 226048-7-OCT17 6301.6406 Electricity-Street Lights Street Lighting 278.10 YANKEE/35E STREET LITES 269390 226049-5-OCT17 6301.6406 Electricity-Street Lights Street Lighting 352.14 YANKEE/DENMARK STREET LITES 269391 226050-3-OCT17 6301.6406 Electricity-Street Lights Street Lighting 274.37 YANKEE/PROMENADE STREET LITES 269392 226051-1-OCT17 6301.6406 Electricity-Street Lights Street Lighting 11/22/2017City of Eagan 13:30:26R55CKR2LOGIS101 5Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/24/201711/20/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194991 11/24/2017 100050 DAKOTA ELECTRIC Continued... 177.59 NORTHWD/PROMENADE STREET LITES 269393 226052-9-OCT17 6301.6406 Electricity-Street Lights Street Lighting 7,949.39 CIVIC ICE ARENA 269421 2260593-8-OCT17 6601.6405 Electricity General/Administrative-Arena 406.69 AQUATIC ADMIN BLDG 269422 256881-4-OCT17 6719.6405 Electricity Building Maintenance 395.65 AQUATIC PARKING LOT LIGHT 269423 263297-4-OCT17 6719.6405 Electricity Building Maintenance 165.57 AQUATIC MECH BLDG 269424 272182-7-OCT17 6719.6405 Electricity Building Maintenance 267.36 AQUATIC CHANGE FACILITY 269425 272183-5-OCT17 6719.6405 Electricity Building Maintenance 14.00 WEST GROUP SOUTH 269394 300763-0-OCT17 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 43.27 CLUBVIEW/LEXINGTON SIGNALS 269395 313124-0-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 43.16 LEX/N.ARMSTRONG BLVD SIGNALS 269396 313127-3-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 607.21 GENERATOR 269426 326096-5-OCT17 3304.6405 Electricity Bldg/Facilities Maintenance 48.16 THOMAS LAKE PARK 269397 348080-3-OCT17 3106.6405 Electricity Structure Care & Maintenance 18.67 THRESHER PARK 269398 349188-3-OCT17 3106.6405 Electricity Structure Care & Maintenance 39.19 DUCKWOOD/TWN CNTR SIGNALS 269399 357166-1-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 14.00 1960 CLIFF LAKE RD AERATOR 269400 412466-5-OCT17 6520.6405 Electricity Basin Mgmt-Aeration 14.35 DEERWOOD/35E SPDSIGN 269401 417173-2-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 60.53 THRESHER PARK BLDG 269402 427290-2-OCT17 3106.6405 Electricity Structure Care & Maintenance 345.02 SHERMAN CT BRIDGE LITES 269403 440715-1-OCT17 6301.6406 Electricity-Street Lights Street Lighting 14.58 1940 CLIFF LAKE RD IRRIGATION 269404 452288-4-OCT17 2271.6405 Electricity Boulevard/Ditch Mtn 104.13 RAHN/DIFFLEY #LIGHTS 269405 453294-1-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 14.24 4237 DANIEL DR #SIGN 269406 456815-0-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 14.24 4266 DANIEL DR #SIGN 269407 456817-6-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 5,199.08 CIVIC ICE ARENA 269427 463323-6-OCT17 6601.6405 Electricity General/Administrative-Arena 123.02 FEDERAL DRIVE STREET LITES 269408 483732-4-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 39.88 DEERWOOD/PILOT KNOB SIGNALS 269409 509475-0-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 163.68 DE SWITCH/COMM BLDG 269428 529232-1-OCT17 6147.6408 Electricity-Lift Stations North Plant Production 534.77 EAGAN SWITCH/COMM BLDG 269429 529233-9-OCT17 6147.6408 Electricity-Lift Stations North Plant Production 247.32 CAMPUS GENERATOR/TRANSFORMER 269430 529234-7-OCT17 6147.6408 Electricity-Lift Stations North Plant Production 382.24 DENMARK LIFT STAITON 269431 532128-6-OCT17 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 257.71 WITHAM LANE LIFT STATION 269410 545622-3-OCT17 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 45.48 PROMENADE DR #SIGNAL 269411 549208-7-OCT17 6301.6407 Electricity-Signal Lights Street Lighting 1,775.49 WELL #3 269432 555257--5-OCT17 6146.6409 Electricity-Wells/Booster Stat North Plant Building 146.60 BRINE/SALT STORAGE 269433 555450-6-OCT17 3304.6405 Electricity Bldg/Facilities Maintenance 180.22 UTILITY BLDG 269434 555451-4-OCT17 6146.6405 Electricity North Plant Building 21.62 BLACKHAWK PARK AERATOR 269412 557042-9-OCT17 6520.6405 Electricity Basin Mgmt-Aeration 29.74 WIDGEON WAY 269413 571231-0-OCT17 6239.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 43.97 OAK CLIFF STORM 269352 65267-6-OCT17 6439.6408 Electricity-Lift Stations Lift Station Maintenanc/Repair 79,562.51 194992 11/24/2017 148709 DECKER, ABIGAIL N 22.85 PRIORITY MAIL FOR LEASE 269529 111717 6007.6346 Postage Sperry Antenna Location 11/22/2017City of Eagan 13:30:26R55CKR2LOGIS101 6Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/24/201711/20/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 194992 11/24/2017 148709 DECKER, ABIGAIL N Continued... 22.85 194993 11/24/2017 120936 DELTA DENTAL 33.00 INSURANCE PREM-DEC17 269448 7099876 9592.2019 Ded payable Orthodontia Benefit Accrual 4,994.37 INSURANCE PREM-DEC17 269448 7099876 9592.2018 Ded Payable-Insurance Dental Benefit Accrual 8,962.33 INSURANCE PREM-DEC17 269448 7099876 9592.6158 Dental Insurance Benefit Accrual 13,989.70 194994 11/24/2017 101636 EAGAN MEN'S CHORUS 150.00 HOLZ FARM ENTERTAINMENT 269449 120317 3027.6320 Instructors Holz Farm 150.00 194995 11/24/2017 101635 EAGAN WOMEN OF NOTE 150.00 HOLZ FARM ENTERTAINMENT 269450 120317 3027.6320 Instructors Holz Farm 150.00 194996 11/24/2017 102670 EXPLORER POST #9568 16.00 PARKING/GAS 269451 102217 1104.6353 Personal Auto/Parking Patrolling/Traffic 16.00 194997 11/24/2017 150816 FOX RIDGE PRINTING 262.50 ART SALE PROMO 269440 18086 3081.6357 Advertising/Publication Arts & Humanities Council 262.50 194998 11/24/2017 150972 FRANKENBERG, KELLY 25.00 EXHIBIT AWARD 269452 110817 3081.6475 Miscellaneous Arts & Humanities Council 25.00 194999 11/24/2017 140634 FRATTALONE AND ASSOCIATES INC. 188.50 LABOR FOR SOUND SYSTEM 269508 15035 6617.6670 Other Equipment Capital Replacement (cr1114) 276.50 SOUND SYSTEM POOL 269511 15036 6724.6670 Other Equipment Capital Replacement(Cr 1114) 276.50 SOUND SYSTEM POOL 269509 15037 6724.6670 Other Equipment Capital Replacement(Cr 1114) 332.61 SOUND SYSTEM POOL 269510 15038 6724.6670 Other Equipment Capital Replacement(Cr 1114) 1,526.00 POOL SOUND SYSTEM 269512 15039 6724.6670 Other Equipment Capital Replacement(Cr 1114) 2,600.11 195000 11/24/2017 148199 GOLDEN ESSENCE HEALING ARTS 450.00 GOLDEN ESSENCE RENT 9/17 269515 119 3092.6456 Building Rental CDBG - Seniors 600.00 GOLDEN ESSENCE RENT 10/17 269516 120 3092.6456 Building Rental CDBG - Seniors 1,050.00 11/22/2017City of Eagan 13:30:26R55CKR2LOGIS101 7Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/24/201711/20/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 195000 11/24/2017 148199 GOLDEN ESSENCE HEALING ARTS Continued... 195001 11/24/2017 100087 HENNEPIN CTY DISTRICT COURT 80.00 JOSEPH RUSSELL BURMAN 269453 220152 9001.2260 Bail Deposits General Fund 80.00 195002 11/24/2017 102466 HOIUM, BILL 41.97 BILL HOIUM CLOTHING ALLOW 269527 111717 2201.2115 Clothing Allowance Gen/Adm-Streets 41.97 195003 11/24/2017 149717 HOLZMAN WOOD DESIGNS INC. 1,500.00 ART BENCH FINAL PAYMENT 269454 111317 3095.6535 Other Contractual Services Art House MRAC Grant 1,500.00 195004 11/24/2017 133148 HOUSE OF PRINT 271.84 P&R CATALOG 269455 042354 3001.6370 General Printing and Binding General/Admn-Recreation 7,594.79 PRINTING DEC-JAN-FEB_DISCOVER 269455 042354 0904.6370 General Printing and Binding Discover Parks Brochure 7,866.63 195005 11/24/2017 150965 HUISMAN, JOHN 50.00 EXHIBIT AWARD 269456 110817 3081.6475 Miscellaneous Arts & Humanities Council 50.00 195006 11/24/2017 150588 INGRAHAM ART WORKS LLC 1,500.00 ART BENCH FINAL PAYMENT 269457 150-02 3095.6535 Other Contractual Services Art House MRAC Grant 1,500.00 195007 11/24/2017 138660 KNOLL, MARGARET 36.38 CLERICAL MILEAGE 269458 110817 1107.6353 Personal Auto/Parking Support Services 36.38 195008 11/24/2017 138099 KRITZECK, MARK 54.58 TRAINING MEALS 269459 102217 1105.6476 Conferences/Meetings/Training Investigation/Crime Prevention 54.58 195009 11/24/2017 100644 LANGUAGE LINE SERVICES 224.06 LANGUAGE LINE 269460 4192151 1104.6310 Professional Services-General Patrolling/Traffic 224.06 195010 11/24/2017 100490 LIFEWORKS 93.03 BLDG CLEANING CONTRACT 269513 995315 3106.6537 Janitorial Service Structure Care & Maintenance 11/22/2017City of Eagan 13:30:26R55CKR2LOGIS101 8Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/24/201711/20/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 195010 11/24/2017 100490 LIFEWORKS Continued... 93.03 195011 11/24/2017 149502 LINCOLN GROUP INC, THE 3,503.82 APPLICATION REFUND 269461 111417 9001.2245 Escrow - Private Development F General Fund 3,503.82 195012 11/24/2017 147898 LITIN 564.56 SILVERWARE/CUPS/LIDS/SLEEVES 269517 487575 6609.6855 Merchandise for Resale Concession Sales/Vending 564.56 195013 11/24/2017 147700 LYSENG, BRENDA 25.00 EXHIBIT AWARD 269462 110817 3081.6475 Miscellaneous Arts & Humanities Council 25.00 195014 11/24/2017 100710 METRO COUNCIL ENVIRONMENTAL SVCS 433,179.89 WASTE WATER SERVICE - DEC17 269463 0001073771 6201.6575 MCES Disposal Charges San Sewer-Administration 433,179.89 195015 11/24/2017 100452 METRO VOLLEYBALL OFFICIALS ASN 88.50 MEN'S VOLLEYBALL OFFICIALS 269526 147 3041.6327 Sporting Event Officials Adult Volleyball-Men 88.50 WOMEN'S VOLLEYBALL OFFICIALS 269526 147 3042.6327 Sporting Event Officials Adult Volleyball-Women 177.00 CO-REC VOLLEYBALL OFFICIALS 269526 147 3043.6327 Sporting Event Officials Adult Volleyball-Co-Rec 354.00 195016 11/24/2017 133146 M-K GRAPHICS 456.45 A/P CHECKS 269464 6538 0501.6210 Office Supplies General & Admn-Finance 456.45 195017 11/24/2017 102019 MN DEPT OF LABOR & INDUSTRY 30.00 NTP PRESSURE VESSEL INSPECTION 269465 ABR01752351 6146.6480 Licenses, Permits and Taxes North Plant Building 30.00 195018 11/24/2017 120087 MN ENERGY RESOURCES CORP 46.90 TIMBERLINE PUMPHOUSE 269479 0502341685-0000 1-NOV17 6146.6410 Natural Gas Service North Plant Building 51.02 GOAT HILL PARK 269471 0502896570-0000 1-NOV17 3106.6410 Natural Gas Service Structure Care & Maintenance 1,144.81 FIRE STATION 2 269472 0502896570-0000 4-NOV17 3313.6410 Natural Gas Service Fire Buildings 178.12 FIRE STATION 4 269473 0502992371-0000 3313.6410 Natural Gas Service Fire Buildings 11/22/2017City of Eagan 13:30:26R55CKR2LOGIS101 9Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/24/201711/20/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 195018 11/24/2017 120087 MN ENERGY RESOURCES CORP Continued... 1-NOV17 74.17 PUMPHOUSE 2 269476 0503993940-0000 1-NOV17 6146.6410 Natural Gas Service North Plant Building 86.30 FIRE STATION 1 269469 0504039526-0000 1-NOV17 3313.6410 Natural Gas Service Fire Buildings 331.59 EAGAN OUTLETS COMMONS 269468 0504332209-0000 1-NOV17 9116.6410 Natural Gas Service Cedar Grove Parking Garage 60.26 EAGAN OUTLETS COMMONS 269467 0504332209-0000 1-OCT17 9116.6410 Natural Gas Service Cedar Grove Parking Garage 133.99-EAGAN OUTLETS COMMONS 269466 0504332209-0000 1-SEP17 9116.6410 Natural Gas Service Cedar Grove Parking Garage 42.57 OLD TOWN HALL 269487 0504848982-0000 1-NOV17 3304.6410 Natural Gas Service Bldg/Facilities Maintenance 1,066.70 CIVIC ICE ARENA 269485 0504859971-0000 1-NOV17 6601.6410 Natural Gas Service General/Administrative-Arena 1,033.83 PUBLIC WORKS GARAGE 269475 0505182087-0000 1-NOV17 3304.6410 Natural Gas Service Bldg/Facilities Maintenance 136.90 UTILITY STORAGE BLDG 269483 0505182087-0000 3-NOV17 6146.6410 Natural Gas Service North Plant Building 84.79 SKYHILL PARK 269482 0505890818-0000 1-NOV17 3106.6410 Natural Gas Service Structure Care & Maintenance 68.83 MOONSHINE 269480 0506119075-0000 1-NOV17 3106.6410 Natural Gas Service Structure Care & Maintenance 73.39 CASCADE BAY 269478 0506263442-0000 1-NOV17 6715.6410 Natural Gas Service Cascade Utilities 45.00 CASCADE BAY 269477 0506263442-0000 2-NOV17 6715.6410 Natural Gas Service Cascade Utilities 9.50 CENTRAL PARK PAVILLION 269481 0506640339-0000 1-NOV17 3106.6410 Natural Gas Service Structure Care & Maintenance 582.37 POLICE BLDG 269486 0507280053-0000 1-NOV17 3304.6410 Natural Gas Service Bldg/Facilities Maintenance 25.10 EAGAN OUTLETS PARKWAY 269470 0507382197-0000 1-NOV17 9116.6410 Natural Gas Service Cedar Grove Parking Garage 57.49 QUARRY PARK 269474 0507516709-0000 1-NOV17 3106.6410 Natural Gas Service Structure Care & Maintenance 157.49 FIRE STATION 5 269484 0507602491-0000 1-NOV17 3313.6410 Natural Gas Service Fire Buildings 1,054.67 CITY HALL 269488 0507679172-0000 1-NOV17 3304.6410 Natural Gas Service Bldg/Facilities Maintenance 11/22/2017City of Eagan 13:30:26R55CKR2LOGIS101 10Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/24/201711/20/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 195018 11/24/2017 120087 MN ENERGY RESOURCES CORP Continued... 6,277.81 195019 11/24/2017 150978 MORSE, ERIC 33.96 CLOTHING ALLOW-MORSE PANTS 269489 110817 6201.2115 Clothing Allowance San Sewer-Administration 33.96 195020 11/24/2017 143252 MOSS & BARNETT 233.50 ROUTINE CABLE ADMIN CL 269490 676818 9702.6310 Professional Services-General Non-PEG (franchise fees) 5,649.50 COMCAST FRANCHISE NEGOTIATIONS 269490 676818 9703.6311 Legal Outside Projects 5,883.00 195021 11/24/2017 100714 MULTIHOUSING CREDIT CONTROL 24.00 AC CANDIDATE CREDIT CHECK 269514 17100039 1101.6310 Professional Services-General General/Admn-Police 24.00 195022 11/24/2017 139582 NELSON, LUKE 77.92 TRAINING MEALS 269492 102217 1104.6476 Conferences/Meetings/Training Patrolling/Traffic 20.00 TRAINING MILEAGE 269491 102717 1104.6353 Personal Auto/Parking Patrolling/Traffic 30.00 TRAINING MEALS 269491 102717 1104.6476 Conferences/Meetings/Training Patrolling/Traffic 127.92 195023 11/24/2017 147780 NORTHLAND RECREATION LLC 848.50 PLAYGROUND REPAIR 269493 1214 3103.6252 Parks & Play Area Supplies Site Amenity Maintenance 848.50 195024 11/24/2017 108599 OFFICE DEPOT, INC. 26.99 T. MOZINGO CALENDAR 269524 972030976002 3001.6210 Office Supplies General/Admn-Recreation 3.33 OFFICE SUPPLIES 269523 976282366001 0201.6210 Office Supplies General & Admn-Admn 3.33 OFFICE SUPPLIES 269523 976282366001 0501.6210 Office Supplies General & Admn-Finance 3.33 OFFICE SUPPLIES 269523 976282366001 3001.6210 Office Supplies General/Admn-Recreation 235.16 RECORDS RETENTION 269523 976282366001 0501.6210 Office Supplies General & Admn-Finance 37.64 BATTERIES - PAUL WATRY 269518 976900138001 3100.6210 Office Supplies (Budget) Parks 309.78 195025 11/24/2017 100653 PARADISE CAR WASH 164.25 SQUAD CAR WASHES 269521 52020-110717 1104.6354 Car Washes Patrolling/Traffic 43.82 MONTHLY VEHICLE WASHES 269520 52025-110717 1221.6354 Car Washes Administration-Fire 208.07 195026 11/24/2017 150959 PIMENTAL, ANDREW 11/22/2017City of Eagan 13:30:26R55CKR2LOGIS101 11Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/24/201711/20/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 195026 11/24/2017 150959 PIMENTAL, ANDREW Continued... 872.00 PIMENTAL, ANDREW ROTARY DUES 269494 090717 3001.6477 Local Meeting Expenses General/Admn-Recreation 872.00 195027 11/24/2017 109297 PINE COUNTY CLERK OF COURT 500.00 JASON DAVID HART 269495 220152 9001.2260 Bail Deposits General Fund 500.00 195028 11/24/2017 150977 RADDATZ DANCE STUDIO 500.00 RADDATZ RENT DEPOSIT 269525 COE-10-2017 3092.6456 Building Rental CDBG - Seniors 500.00 195029 11/24/2017 100898 SCHOEPPNER,DALE 335.09 MILEAGE/LUNCH 269496 110917 0801.6353 Personal Auto/Parking General & Admn-Protective Insp 335.09 195030 11/24/2017 101368 SCOTT COUNTY CLERK OF COURT 1,055.77 CHI DUY DAO 269497 220152 9001.2260 Bail Deposits General Fund 288.00 LAURIE ROSEANNE WHITE 269498 220152-1 9001.2260 Bail Deposits General Fund 1,343.77 195031 11/24/2017 150969 SEVERE, DIANE 25.00 EXHIBIT AWARD 269499 110817 3081.6475 Miscellaneous Arts & Humanities Council 25.00 195032 11/24/2017 130386 SPERDUTO, LEAH M. 628.68 GIS/LIS CONFERENCE REIMBURSEME 269528 100617 6103.6476 Conferences/Meetings/Training Training & Education 628.68 195033 11/24/2017 150966 SWANSON, JACQUILINE 50.00 EXHIBIT AWARD 269500 110817 3081.6475 Miscellaneous Arts & Humanities Council 50.00 195034 11/24/2017 138724 TOTH, LAURIE J. 25.00 EXHIBIT AWARD 269501 110817 3081.6475 Miscellaneous Arts & Humanities Council 25.00 195035 11/24/2017 134200 TREMBLEY, KRISTIN 1,100.00 TUITION REIMBURSEMENT 269502 102917 6716.6478 Tuition and Book Reimbursement General Administration 1,100.00 11/22/2017City of Eagan 13:30:26R55CKR2LOGIS101 12Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/24/201711/20/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 195036 11/24/2017 145249 ULLERY, KEN Continued... 500.00 HOLZ FARM ENTERTAINMENT 269503 120317 3027.6320 Instructors Holz Farm 500.00 195037 11/24/2017 114534 VISTAR CORPORATION 246.94 HOT DOGS/DONUTS/PRETZELS 269504 50259078 6609.6855 Merchandise for Resale Concession Sales/Vending 246.94 195038 11/24/2017 146503 WEGNER, JENNIFER 73.24 MEALS, MAJOR CASE 269530 111417 1105.6520 Major Investigation Expenses Investigation/Crime Prevention 73.24 195039 11/24/2017 143832 WITTE, KENNETH 50.00 EXHIBIT AWARD 269505 110817 3081.6475 Miscellaneous Arts & Humanities Council 50.00 195040 11/24/2017 100247 ZIEGLER INC 8,760.00 CIP VEHICLES- SKIDSTEER ATT.269519 A1948201 3127.6670 Other Equipment Equipment Maintenance/Repair 993.48 SERVICE CALL WELL2 269522 SW050286348 6148.6432 Utility System Repair-Labor North Well Field 9,753.48 20171101 11/24/2017 150536 MONEY MOVERS INC. 85.00 OCTOBER 2017 269531 104501 6807.4321 Memberships-Taxable Fitness Center 85.00 20171115 11/24/2017 138388 VANCO SERVICES LLC 224.74 OCTOBER 2017 269532 000008501394 6101.6535 Other Contractual Services Water -Administration 224.74 20175663 11/24/2017 147907 SELECT ACCOUNT 873.00 MONTHLY FEE 269533 112217 9592.6536 Flex Plan Administration Fee Benefit Accrual 873.00 20175666 11/24/2017 147907 SELECT ACCOUNT 6,000.38 FLEX REIMBURSEMENT 269534 112417 9592.2215 Flex Plan Withholding Payable Benefit Accrual 6,000.38 20176013 11/24/2017 100901 MN DEPT OF REVENUE 20.00 TRANSIT TAX - OCT 17 269536 SALES TAX - OCT17 9001.2271 Transit Imprv Tax General Fund 558.00 SALES TAX - OCT 17 269536 SALES TAX -9001.2270 Sales Tax Payable General Fund 11/22/2017City of Eagan 13:30:26R55CKR2LOGIS101 13Page -Council Check Register by GL Council Check Register by Invoice & Summary 11/24/201711/20/2017 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 20176013 11/24/2017 100901 MN DEPT OF REVENUE Continued... OCT17 932.00 TRANSIT TAX - OCT 17 269536 SALES TAX - OCT17 9220.2271 Transit Imprv Tax Public Utilities 25,642.00 SALES TAX - OCT 17 269536 SALES TAX - OCT17 9220.2270 Sales Tax Payable Public Utilities 127.00 TRANSIT TAX - OCT 17 269536 SALES TAX - OCT17 9221.2271 Transit Imprv Tax Civic Arena 3,631.00 SALES TAX - OCT 17 269536 SALES TAX - OCT17 9221.2270 Sales Tax Payable Civic Arena 10.00 TRANSIT TAX - OCT 17 269536 SALES TAX - OCT17 9222.2271 Transit Imprv Tax Cascade Bay 272.00 SALES TAX - OCT 17 269536 SALES TAX - OCT17 9222.2270 Sales Tax Payable Cascade Bay 285.00 TRANSIT TAX - OCT 17 269536 SALES TAX - OCT17 9223.2271 Transit Imprv Tax Central Park/Community Center 7,911.00 SALES TAX - OCT 17 269536 SALES TAX - OCT17 9223.2270 Sales Tax Payable Central Park/Community Center 39,388.00 20177012 11/24/2017 100901 MN DEPT OF REVENUE 12.69 FUEL TAX (EQUIP) OCT 17 269537 FUEL TAX - OCT 17 3128.6235 Fuel, Lubricants, Additives Vehicle Maintenance 45.42 FUEL TAX (EQUP) OCT 17 269537 FUEL TAX - OCT 17 3127.6235 Fuel, Lubricants, Additives Equipment Maintenance/Repair 219.19 FUEL TAX (CENT SV) OCT 17 269537 FUEL TAX - OCT 17 2244.6235 Fuel, Lubricants, Additives Street Equipment Repair/Mtn 55.01 FUEL TAX (SEWER) OCT 17 269537 FUEL TAX - OCT 17 6232.6235 Fuel, Lubricants, Additives Equipment Maintenance/Repair 332.31 20179011 11/24/2017 147691 HR SIMPLIFIED INC. 188.00 OCTOBER 2017 269538 53194 9592.6536 Flex Plan Administration Fee Benefit Accrual 188.00 739,784.45 Grand Total Payment Instrument Totals Checks 739,784.45 Total Payments 739,784.45 11/22/2017City of Eagan 13:30:31R55CKS2LOGIS100 1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. 11/24/201711/20/2017 - Company Amount 75,955.8409001GENERAL FUND 12,907.8609116CEDAR GROVE PARKING GARAGE 6,086.3609197ETV 510,447.6109220PUBLIC UTILITIES 19,224.4709221CIVIC ARENA 5,198.1109222CASCADE BAY 8,368.0409223CENTRAL PARK /COMMUNITY CENTER 60.8409225FIBER INFRASTRUCTURE FUND 71,060.2309335EQUIPMENT REVOLVING 9,424.0109355MAINTENANCE FACILITY EXPANSION 21,051.0809592BENEFIT ACCRUAL Report Totals 739,784.45 Agenda Information Memo December 5, 2017, 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:  Funding Agreement with HealthPartners Administrators, Inc. for administration of a self-insured dental plan  Business Associate Agreement with HealthPartners Administrators, Inc. for administration of a self-insured dental plan  Letter of Intent with HealthPartners Administrators, Inc. for administration of a self-insured dental plan Attachments: (0) The contracts are available from the City Clerk’s Office. Agenda Information Memo December 5, Eagan City Council Meeting CONSENT AGENDA E. Approve a resolution to accept donations from Crossroads Church and Keith Maiz Action To Be Considered: To approve a resolution to accept a donation from Crossroads Church and Keith Maiz Facts:  State Statute requires the Mayor and City Council to accept donations to the City via a resolution.  The City has received the following donation: o 40 gallons of apple cider from Crossroads Church for the Holz Farm Old Fashioned Holiday o $12 from Keith Maiz Attachments: (1) CE-1 Resolution RESOLUTION NO. _______ CITY OF EAGAN Accept Donations WHERAS, the City of Eagan is generally authorized to accept donations of real and personal property pursuant to Minnesota Statutes Section 465.03 for the benefits of its citizens, and is specifically authorized to accept gifts; and WHEREAS, the following person has offered to contribute the following donation set forth below to the City: Name of Donor Donation Crossroads Church Keith Maiz 40 gallons of cider for Holz Farm Old Fashioned Holiday $12 WHEREAS, the donation has been contributed to the City for the benefit of its citizens, as allowed by law; and WHEREAS, the City Council finds that it is appropriate to accept the donation offered. NOW, THEREFORE, BE IT RESOLVED that the City Council of Eagan, Dakota County, Minnesota, hereby accepts the donation described above. CITY OF EAGAN CITY COUNCIL By: _________________________ Its Mayor Motion by: Attest: _______________________ Seconded by: Its Clerk Those in favor: Those against: Date: December 5, 2017 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 5th day of December, 2017. ____________________________ City Clerk Agenda Information Memo December 5, 2017, Eagan City Council Meeting CONSENT AGENDA F. Approve Resolution renewing existing alcohol licenses for 2018 Action To Be Considered: To approve a resolution renewing existing alcohol licenses for 2018. Facts: The breakdown of the alcohol license renewals for the year 2018 are anticipated to be as follows: o 17 Off-Sale Liquor o 37 On-Sale Liquor o 13 On-Sale Wine and Beer o 1 On-Sale Beer o 12 Off-Sale Beer o 2 Brewpub Off-Sale o 1 Sports/Convention Facility o 1 Taproom o 1 Brewer Off-Sale The proposed resolution includes those establishments that have submitted a complete renewal package. The remainder of the license renewals will be approved by the City Clerk, as authorized by the City Council, when a completed renewal package is submitted. Attachments: (1) CF-1 Resolution RESOLUTION NO. __________ CITY OF EAGAN RENEWING ALCOHOL LICENSES FOR 2018 WHEREAS, the following alcohol licensees have completed renewal applications and paid a license fee for the renewal of their alcohol licensed; and WHERAS, the Eagan Police Department has reviewed the renewal applications as they are on file with the City Clerk; and NOW, THEREFORE, BE IT RESOLVED that the City Council of Eagan, Dakota County, Minnesota, hereby grants and approves, effective January 1, 2018 to December 31, 2018, the following alcohol licenses: On-Sale Liquor License and Sunday Liquor License License Name DBA Location Cliff Corporation Doolittles 2140 Cliff Road Cuz, Inc. LaFonda de Los Lobos 3665 Sibley Memorial Hwy HGIE, LLC Hilton Garden Inn Eagan 1975 Rahncliff Court Wheatstone Restaurant Group, LLC Houlihans 1294 Promenade Place El Parian Mexican Restaurant of Eagan, LLC El Parian Mexican Restaurant 1960 Cliff Lake Rd Starks I, Inc. Starks Saloon & Ricky’s Café 3125 Dodd Road Apple Minnesota LLC Applebee's Neighborhood Grill & Bar 1335 Town Centre Drive Cedarvale Bowl, Inc. Cedarvale Lanes/Fitz's Bar & Grill 3883 Cedar Grove Parkway Eagan Jakes, Inc. Jake’s City Grille 1288 Promenade Place Granite City Restaurant Operations, Inc. Granite City Food & Brewery 3330 Pilot Knob Road Valley Lounge, Inc. Yankee Tavern 1755 Yankee Doodle Road On-Sale Wine, 3.2 Percent Malt Liquor (Beer) and Sunday Wine License Name DBA Location Hiko Minnesota, Inc. Hiko Sushi 1466 Yankee Doodle Road IHG Development, LLC Italian Pie Shop & Winery 1438 Yankee Doodle Road Fratelli Tre, Inc. Carbone’s Pizzeria 1665 Yankee Doodle Road Smashburger Acquisition- Minneapolis, LLC Smashburger 1270 Promenade Place Davanni’s Inc. Davanni’s Pizza 1960 Cliff Lake Road Civitali Restaurant Corporation Punch Neapolitan Pizza 3345 Central Park Village Drive Suite 130 Off-Sale Liquor Licenses License Name DBA Location Kowalski Companies, Inc. Kowalski’s Eagan Wine market 1646 Diffley Road T’s Discount Liquor Big Discount Liquor 3900 Cedar Grove Parkway Mayjune Corporation K-Liquor 1274 Lone Oak Road SUPERVALU, Inc. Cub Liquors 1016 Diffley Road Minnesota Fine Wines & Spirits, LLC Total Wine & More 1440 Central Park Commons Drive Hy-Vee Inc. Hy-Vee Liquors 1500 Central Park Commons Drive Suite B Off-Sale 3.2 Percent Malt Liquor (Beer) License License Name DBA Location Northern Tier Retail LLC SuperAmerica #4049 4200 Sibley Memorial Highway Northern Tier Retail LLC SuperAmerica #4182 1406 Yankee Doodle Rd Northern Tier Retail LLC SuperAmerica #4335 1379 Town Centre Dr Northern Tier Retail LLC SuperAmerica #4464 2250 Cliff Road Eagan 2014 LLC Cub Foods (Town Centre) 1276 Town Centre Drive Eagan 2008 LLC Cub Foods #31794 (Diffley Rd) 1020 Diffley Road SUPERVALU Inc. Cub Foods 1940 Cliff Lake Road On-Sale 3.2 Percent Malt Liquor (Beer) License License Name DBA Location West End Trap Club, Inc. West End Trap Club 4899 Brooklyn Lane Off-Sale Brewpub License Name DBA Location Granite City Restaurant Operations, Inc. Granite City Food & Brewery 3330 Pilot Knob Road Brewer Off-Sale License Name DBA Location Bald Man Brewing, Inc. Bald Man Brewing 2020 Sliver Bell Rd Suite 25 BE IT FURTHER RESOLVED that the City Council directs the City Clerk to issue said licenses. CITY OF EAGAN CITY COUNCIL By: _________________________ Its Mayor Attest: _______________________ Its Clerk Motion by: Seconded by: Those in favor: Those against: Date: December 5, 2017 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 5th day of December, 2017. ____________________________ City Clerk Agenda Information Memo December 5, 2017, Eagan City Council Meeting CONSENT AGENDA G. Approve Resolution directing the City Clerk to issue 2018 alcohol license renewals upon licensees’ submission of renewal documents and fees Action To Be Considered: To approve a resolution directing the City Clerk to issue 2018 alcohol license renewals upon the licensees’ submission of renewal documents and fees. Facts:  In an effort to streamline the year-end license renewal process and to ensure the issuance of as many license renewals as possible prior to the December 31, 2017 expiration date, the following renewal process was instituted in 2009 per the direction of the City Attorney’s office.  All completed alcohol license renewals have been placed on the Consent Agenda as one action item for approval. All incomplete renewals items are identified in this agenda item. The City Council is being asked to direct the City Clerk to issue the incomplete license renewals upon the licensees’ submission of all renewal documents and fees and successful review by the Police Department.  All documentation and fees must be submitted to the City Clerk’s Office by 4:30 p.m. on Friday, December 29, 2017, at which time the City Clerk’s authority to issue 2018 license renewals will cease. If a renewal application is incomplete in any way, the 2017 license will expire as of 12:01 a.m. January 1, 2018 and the establishment will be unable to sell alcohol until a new application is submitted, all fees are paid, and Council has approved the license. For some licenses, final approval by the State of Minnesota will also be necessary.  The City Clerk’s Office contacts every licensee whose renewal application has not been received or was incomplete to remind them that all renewal information and fees must be submitted prior to 4:30 p.m. on Dec. 29.  The attached resolution identifies alcohol licensees within incomplete renewals. Attachments: (1) CG-1 Resolution RESOLUTION NO. __________ CITY OF EAGAN DIRECTING THE CITY CLERK TO ISSUE 2018 ALCOHOL LICENSE RENEWALS WHEREAS, it is expected the following alcohol licensees will be renewing their alcohol licenses for the 2018 license period; NOW, THEREFORE, BE IT RESOLVED that the City Council of Eagan, Dakota County, Minnesota, hereby grants and approves, effective January 1, 2018 to December 31, 2018 the following alcohol licenses: On-Sale Liquor License and Sunday Liquor License License Name DBA Location Andiamo Italian Ristorante, Inc. Andiamo Italian Ristorante 1629 Lena Ct J and J Bahkta LLC Genghis Grill 1278 Town Centre Dr Casper's Cherokee Sirloin Room Eagan Inc. Cherokee Sirloin Room 4625 Nicols Rd Cerrito Colorado, Inc. El Loro Mexican Restaurant 1428 Yankee Doodle Rd Cooper's Restaurant, Inc. Cooper's Restaurant 4185 South Robert Tr Cupcake, Inc. Cupcake/The Mason Jar 1565 Cliff Rd D3 Investments Inc. Trail Stop Tavern 525 Diffley Rd Ansari Brothers Inc. Ansari’s Mediterranean Grill & Bar 1960 Rahncliff Ct Hy-Vee Inc. Hy-Vee Market Grille 1500 Central Park Commons Drive Suite 1 GM Eagan LLC Green Mill Restaurant & Bar 1940 Rahncliff Ct Blazin Wings, Inc. Buffalo Wild Wings Grill & Bar 1280 Promenade Place Hall & Convention Center, Inc. Royal Cliff 2280 Cliff Rd HGIE, LLC Hilton Garden Inn Eagan 1975 Rahncliff Ct iBizPro, LLC Persis Indian Grill 1282 Town Centre Dr Jensen's Supper Club, Inc. Jensen's Food & Cocktails 3840 Rahn Rd KRG, LLC Green Mill of Eagan 1940 Rahncliff Ct Lone Oak Grill, LLC Lone Oak Grill 3010 Eagandale Pl Lone Oak Store, LLC Burgers and Bottles 1278 Lone Oak Rd Lost Spur Golf Course, Inc. Lost Spur Golf Course 2750 Sibley Memorial Hwy Bonfire Restaurant Company, LLC Axel’s Bonfire 1555 Cliff Road T.C.B.H., Inc. Holiday Inn - MSP Airport/Eagan 2700 Pilot Knob Rd Wildcats Bar and Grill, LLC Wildcats Bar and Grill 1448 Yankee Doodle Rd Erika Aranda Fiesta Cancun Mexican Grill and Bar 4250 Lexington Ave Tres Amigos, LLC Teresa’s Mexican Restaurant 1008 Diffley Road Twisted Brothers Eagan LLC Wyatt’s Twisted Americana 1965 Cliff Lake Road Final Final Brewing Co. LLC Union 32 Craft House 2864 Highway 55 Off-Sale 3.2 Percent Malt Liquor (Beer) License License Name DBA Location Holiday Stationstores, Inc. Holiday Stationstore 4595 Nicols Rd Kwik Trip, Inc. Kwik Trip #662 3145 Dodd Road Kwik Trip, Inc. Kwik Trip #179 4600 Slater Road Daisy Petroleum Inc. Daisy Petroleum 4198 Pilot Knob Road Wal-Mart Stores, Inc. Wal-Mart Store #1786 1360 Town Centre Dr Off-Sale Liquor License License Name DBA Location T & M Liquor Inc. T & M Liquor 4130 Blackhawk Road Byerly Beverages Inc. Lunds & Byerlys Wines and Spirits 1299 Promenade Pl Drinks Liquor, Inc. Drinks Liquor 3090 Courthouse Lane Keltic Kowboy, LLC Black Diamond Liquors 525 Diffley Road Marko Erian, Inc. Eagan Liquor Mart 1454 Yankee Doodle Rd Prosperity Liquor, Inc. T L Liquors 1565 Cliff Road Perrier & Associates, Inc. Perrier Wine & Liquors 1960 Cliff Lake Rd Sam's West Inc. Sam's Club #4738 3035 Denmark Ave Sidco, Inc. Big Top Wine & Spirits 1278 Town Centre Dr Atomic Liquors of Eagan, Incorporated Atomic Liquors 2113 Cliff Road RCJC Enterprises, LLC MGM Wine & Spirits 4182 Pilot Knob Road On-Sale Wine, Sunday Wine & 3.2 Percent Malt Liquor (Beer) License License Name DBA Location ZZQ Inc. ZZQ Smokehouse 3390 Coachman Road Kyoto Sushi and Hibachi, Inc. Kyoto Sushi 1250 Town Centre Dr Phong Nguyen Classic Saigon Restaurant 1272 Town Centre Dr Denebola Corp Bayleaf Indian Cuisine 1260 Town Centre Dr Hoban Korean Restaurant, Inc. Hoban Korean Restaurant 1989 Silver Bell Rd New Bohemia - Eagan, LLC New Bohemia Wurst & Bier House 1278 Town Centre Dr #195 Sports or Convention Facility License License Name DBA Location Pear One, Inc. Roasted Pear 1501 Central Parkway Off-Sale Brewpub License License Name DBA Location Final Final Brewing Co. LLC Union 32 Craft House 2864 Highway 55 BE IT FURTHER RESOLVED that the license approvals are conditioned upon the licensees submitting the required renewal documents and the annual license fee and upon review and approval by the Eagan Police Department; BE IT FURTHER RESOLVED that the City Council directs the City Clerk to issue said licenses upon all aforementioned conditions being met and that the City Clerk’s authority to issue the licenses shall expire at the close of business on December 29, 2017. CITY OF EAGAN CITY COUNCIL By: _________________________ Its Mayor Attest: _______________________ Its Clerk Motion by: Seconded by: Those in favor: Those against: Date: December 5, 2017 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 5th day of December, 2017. ____________________________ City Clerk Agenda Information Memo December 5, 2017, Eagan City Council Meeting CONSENT AGENDA H. Approve a change of manager of the On-Sale Liquor License issued to El Parian Mexican Restaurant of Eagan, LLC Action To Be Considered: To approve a manager change of the On-Sale Liquor License issued to El Parian Mexican Restaurant of Eagan, LLC doing business as El Parian Mexican Restaurant, 1960 Cliff Lake Road Suite 117. Facts:  A change in management has occurred at El Parian Mexican Restaurant, 1960 Cliff Lake Road Suite 117. The new manager of the restaurant, Janeth Villalpando, has completed the necessary forms and paid the investigation fee.  The Eagan Police Department has conducted an investigation of the new manager and finds no reason for denial. Attachments: (0) Agenda Information Memo December 5, Eagan City Council Meeting CONSENT AGENDA I. Approve a resolution designating 2018 Precincts and Polling Places Action To Be Considered: To approve a resolution designating 2018 precincts and polling places Facts:  A new State Statute requires that cities designate precincts and polling places by December 31 for elections in the following year.  The proposed 2018 precinct boundaries have not changed from 2016.  Due to the planned Municipal Campus remodel next year, the Fire Safety Center (Precinct 3) and the Civic Arena (Precinct 6A) will likely be needed as office space for staff. Therefore, it is proposed to move the Precinct 3 polling place to Trinity Lone Oak Lutheran Church and the Precinct 6A polling place to the Wescott Library.  Registered voters in Precincts 3 and 6A will receive postcards from Dakota County prior to the August 14, 2018 primary notifying them of the change to their polling places.  It is anticipated the Fire Safety Center and Civic Arena will be available to use as polling places during the 2020 elections. Attachments: (2) CI-1 Resolution CI-2 Precinct & Polling Place Map RESOLUTION NO. _______ CITY OF EAGAN Designate 2018 Precincts and Polling Places WHERAS, Minnesota Statute 204B.16 Subd. 1 requires municipalities to designate precincts and polling places by December 31 for the elections held in the following year; NOW, THEREFORE, BE IT RESOLVED that the City Council of Eagan, Dakota County, Minnesota, hereby designates the boundaries of the precincts and locations of the polling places as follows: Precinct 1 (Pilot Knob Elementary School, 1436 Lone Oak Road) That part of the City south of the City's northern corporate boundary, east of Highway 13, north of Lone Oak Road, and west of the City's eastern corporate boundary Precinct 2 (Eagan Community Center, 1501 Central Parkway) That part of the City south of Lone Oak Road, east of Highway 13, north of Yankee Doodle Road, and west of Interstate 35E Precinct 3 (Trinity Lone Oak Lutheran Church, 2950 Highway 55) That part of the City bounded to the north by Lone Oak Road, then following Interstate 35E south to Yankee Doodle Road east to Elrene Road south to Dodd Road north to the City's eastern corporate boundary north to Lone Oak Road Precinct 4 (Cedar School, 2140 Diffley Road) That part of the City bounded to the north by the City's northern corporate boundary, then following the City's western corporate boundary south to Diffley Road east to Blackhawk Road north to Carnelian Lane west to Rahn Road north to Cedar Grove Boulevard northeast to Silver Bell Road northwest to Highway 13 north to the City's northern corporate boundary Precinct 5A (Oak Hills Church, 1570 Yankee Doodle Road) That part of the City bounded to the north by Yankee Doodle Road, then following Highway 13 south to Silver Bell Road east to Blackhawk Road south to Riverton Avenue east then continuing east following the boundary between ISD 197 and ISD 196 to Interstate 35E north to Yankee Doodle Road Precinct 5B (Mount Calvary Lutheran Church, 3930 Rahn Road) That part of the City bounded to the east by Interstate 35E, then following the boundary between ISD 197 and ISD 196 west to Riverton Avenue west to Blackhawk Road north to Silver Bell Road west to Cedar Grove Boulevard southwest to Rahn Road south to Carnelian Road east to Blackhawk Road north to Deerwood Drive east to Interstate 35E Precinct 6A (Wescott Library, 1340 Wescott Road) That part of the City bounded to the north by Yankee Doodle Road, then following Interstate 35E south to the boundary between ISD 197 and ISD 196 east to Wescott Road east to Lexington Avenue north to Yankee Doodle Road Precinct 6B (Deerwood Elementary School, 1480 Deerwood Drive) That part of the City bounded to the north by Wescott Road and the boundary between ISD 197 and ISD 196, then following Interstate 35E south to Diffley Road east to Lexington Avenue north to Wescott Road Precinct 7 (Woodland Elementary School, 945 Wescott Road) That part of the City bounded to the north by Yankee Doodle Road, to the west by Lexington Avenue, to the south by Wescott Road and to the east by Elrene Road Precinct 8 (Northview Elementary School, 965 Diffley Road) That part of the City bounded to the north by Wescott Road, then following Lexington Avenue south to Diffley Road east to Dodd Road northeast to Elrene Road northwest to Wescott Road Precinct 9A (Metcalf Junior High School, 2250 Diffley Road) That part of the City bounded to the north by Diffley Road, then following the City's western corporate boundary south to the City's southern corporate boundary east to Interstate 35E north to Highway 77 north to Cliff Road east to the boundary between Minnesota House Districts 51A and 51B north to the paved Highline Trail east to Sandstone Drive north to Shale lane east to Blackhawk Road north to Diffley Road Precinct 9B (Rahn Elementary School, 4424 Sandstone Drive) That part of the City bounded to the north by Shale Lane, then following Sandstone Drive south to the Highline Trail west to the boundary between Minnesota House Districts 51A and 51B south to Cliff Road west to Highway 77 south to Interstate 35E south to the City's southern corporate boundary east to Galaxie Avenue north to Blackhawk Road north to Cliff Lake Drive west to Rahn Road north to Shale Lane Precinct 10 (Christ Lutheran Church, 1930 Diffley Road) That part of the City bounded to the north by Deerwood Drive, then following Blackhawk Road south to Diffley Road west to Rahn Road south to Cliff Lake Drive east to Blackhawk Road south to Interstate 35E north to Deerwood Drive Precinct 11 (Thomas Lake Elementary, 4350 Thomas Lake Road) That part of the City bounded to the north by Diffley Road, then following Interstate 35E south to Blackhawk Road south to Beecher Drive east to Walnut Lane north, east and south to Hickory Hill east to Johnny Cake Ridge Road north to Mallard Drive east to Thomas Lake Road north to Diffley Road Precinct 12 (Oak Ridge Elementary School, 4350 Johnny Cake Ridge Road) That part of the City bounded to the north by Mallard Drive, then following Johnny Cake Ridge Road south to Hickory Hill west to Walnut Lane north, west, and south to Beecher Drive west to Blackhawk Road south to Galaxie Avenue south to the City's southern corporate boundary east to Johnny Cake Ridge Road north to Cliff Road east to Thomas Lake Road north to Mallard Drive Precinct 13 (Easter Lutheran Church, 4200 Pilot Knob Road) That part of the City bounded to the north by Diffley Road, to the west by Thomas Lake Road, to the south by Cliff Road and to the east by Lexington Road Precinct 14 (Chapel Hill Baptist Church, 4888 Pilot Knob Road) That part of the City bounded to the north by Cliff Road, to the west by Johnny Cake Ridge Road, to the south by the City's southern corporate boundary and to the east by Pilot Knob Road Precinct 15 (Pinewood Elementary School, 4300 Dodd Road) That part of the City bounded to the north by Diffley Road, to the west by Lexington Avenue, to the south by Wilderness Run Road and to the east by Dodd Road Precinct 16 (Red Pine Elementary School, 530 Red Pine Lane) That part of the City bounded to the north by Wilderness Run Road, then following Lexington Avenue south to Cliff Road west to Pilot Knob Road south to the City's southern corporate boundary east to the City's eastern corporate boundary north to Cliff Road west to Dodd Road north to Wilderness Run Road Precinct 17 (St. Thomas Becket Catholic Church, 4455 South Robert Trail) That part of the City bounded to the north and west by Dodd Road, to the south by Cliff Road and to the east by the City's eastern corporate boundary Attached to this resolution, for illustrative purposes, is a map showing said precincts and the location of each polling place. CITY OF EAGAN Motion by: CITY COUNCIL Seconded by: Those in favor: By: _________________________ Those against: Its Mayor Date: December 5, 2017 Attest: _______________________ Its Clerk 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 5th day of December, 2017. ____________________________ Christina M. Scipioni, Clerk Legend Precinct Boundary County Commissioner District School District Boundary Legislative District 51A 51B 52B *, EAGAN Precinct and Polling Locations Polling Locations Precinct Polling Location Polling Address 1 Pilot Knob Elementary School 1436 Lane flak Road 2 Eagan Community Center 1501 Central Parkway 3 Trinity Lone Oak Church 2950 Highyay 55 4 Cedar -School 2140 D lley Road 5A Oak Hills Church 1570 Yankee Doodle Road 5B Mt Calvary Lutheran Church 3930 Rahn Road 6A Wescott Library 1340 Wescott Drive 6B Deerwood Elementary School 1480 Deerwood Drive 7 Woodland Elementary School 945 Wescott road 8 Northview Elementary School 965 Ditley Road Precinct Polling Location Polling Address 9A Metcalf Junior High School 2250 DilRey Road 9B Rahn Elementary School 4424 Sandstone Drive 10 Christ Lutheran Church 19311 DilIlley Road 11 Thomas Lake Elementary 4350 Thomas Lake Road 12 flak Ibdge Elementary School 4350 Johhny Cake Ibdge Road 13 Easter Lutheran Church 4200 Pilot Knob Read 14 Chapel dill Church 4888 Pilot Knob Road 15 Pinewood Elementary School 4300 Dodd Raad 15 Red Pine Elementary School 530 Red Pine Lane 17 St. Thomas Becket Church 4455 South Robert Trail Agenda Information Memo  December 5, 2017, Eagan City Council Meeting      CONSENT AGENDA    J. Schedule public hearing date for December 19, 2017 to consider the 2018 Fee  Schedule.    Action To Be Considered:    To schedule a public hearing for December 19, 2017 to consider fees and charges for  2018.    Facts:     On an annual basis, the City reviews and considers fees and charges for City  services.   Per Minnesota Statutes 462.353, the City is required to publish notice at least 10  days prior to the public hearing.  The notice will be published in the City’s official  publication on December 8, 2017.    Attachments: (0)    Agenda Information Memo  December 5, 2017, Eagan City Council Meeting      CONSENT AGENDA    K. Approve proposed 2018 Enterprise Fund budgets for Public Utilities (Water,  Sanitary Sewer, Street Lighting, and Storm Drainage/Water Quality), Cascade  Bay, Civic Arena, Community Center, and Fiber Infrastructure (AccessEagan)    Action To Be Considered:    Approve the proposed 2018 Enterprise Fund budgets for Public Utilities (Water, Sanitary  Sewer, Street Lighting, and Storm Drainage/Water Quality), Cascade Bay, Civic Arena,  Community Center and Fiber Infrastructure (AccessEagan).  Facts:     The City Council reviewed all of the Enterprise Fund budgets at the October 10,  2017 special meeting.     Subsequent to the meeting, an additional $40k in relocation costs were added to  the AccessEagan Budget.  No additional changes from the October presentation  are proposed for the Enterprise Fund Budgets.   User fees are the primary revenue source of Enterprise Fund budgets.   The Community Center Fund includes a tax levy that is used to pay for the 2009B  (Refunding bonds) Debt Service. The levy is market value‐based and is required  by the bond covenants; it is not optional.  The Bonds will mature in 2021.   2019 Budget information is also presented and no City Council action is  requested at this time.  Instead, action on the 2019 budget will be requested in  the latter part of 2018.    Attachments:  (1)    CK‐1 Enterprise Funds Revenue and Expense summaries  Sanitary Street Storm Water Quality Revenues: Service charges 5,355,100$ 7,215,500$ 743,000$ 1,012,000$ 1,518,000$ 15,843,600$ Connection permits 8,000 8,000 - - - 16,000 Meter sales 40,000 - - - - 40,000 Other 16,000 19,000 3,500 - 35,000 73,500 Total revenues 5,419,100$ 7,242,500$ 746,500$ 1,012,000$ 1,553,000$ 15,973,100$ Operating Expenses: Personal services 1,968,800 768,200 10,500 125,400 503,000 3,375,900 Supplies, repairs, maint. 465,200 96,500 - 12,100 51,100 624,900 Other services & charges 1,925,500 380,300 575,600 321,400 173,000 3,375,800 Merchandise for resale 21,300 - - - - 21,300 Transfers Out 774,500 368,200 38,100 25,400 73,000 1,279,200 MCES disposal charges - 5,290,100 - - - 5,290,100 Total operating expenses*5,155,300$ 6,903,300$ 624,200$ 484,300$ 800,100$ 13,967,200$ Net operating cash inflow(outflow) 263,800 339,200 122,300 527,700 752,900 2,005,900 Capital 3,423,100 1,169,000 142,500 152,000 1,586,600 6,473,200 *Excluding depreciation expense Other non-departmental revenues: Interest income 335,000 Connection charges 250,000 Antenna lease revenue (excludes ECC allocation 775,200 Other 40,100 Total - non-dept revenue 1,400,300 Net cash inflow (outflow)(3,067,000)$ Public Utilities Fund 2018 Budget Revenue and Expense Summary TOTALSWater Sewer Lighting Drainage Sanitary Street Storm Water Quality Revenues: Service charges 5,621,300$ 7,442,500$ 769,450$ 1,028,000$ 1,542,000$ 16,403,250$ Connection permits 8,000 8,000 - - - 16,000 Meter sales 40,000 - - - - 40,000 Other 16,000 19,000 3,500 - 35,000 73,500 Total revenues 5,685,300$ 7,469,500$ 772,950$ 1,028,000$ 1,577,000$ 16,532,750$ Operating Expenses: Personal services 2,063,400 798,800 11,200 131,400 529,500 3,534,300 Supplies, repairs, maint. 553,200 153,500 - 12,100 50,600 769,400 Other services & charges 1,905,500 368,700 612,300 311,200 173,200 3,370,900 Merchandise for resale 21,300 - - - - 21,300 Transfers Out 774,500 368,200 38,100 25,400 73,000 1,279,200 MCES disposal charges - 5,502,000 - - - 5,502,000 Total operating expenses*5,317,900$ 7,191,200$ 661,600$ 480,100$ 826,300$ 14,477,100$ Net operating cash inflow(outflow) 367,400 278,300 111,350 547,900 750,700 2,055,650 Capital 3,371,800 1,151,000 42,500 143,000 3,157,000 7,865,300 *Excluding depreciation expense Other non-departmental revenues: Interest income 355,000 Connection charges 250,000 Antenna lease revenue (excludes ECC allocation 810,500 Other 40,100 Total - non-dept revenue 1,455,600 Net cash inflow (outflow)(4,354,050)$ Public Utilities Fund 2019 Budget Revenue and Expense Summary Water Sewer Lighting Drainage TOTALS 2015 2016 2017 2018 2019 Actual Actual Budget Budget Budget Revenues Daily Admissions/Season Pass 809,412$        824,839$        716,800$        746,600$         756,400$         Group Sales 107,741          130,573         122,000         131,000          134,000          Concessions 247,062          257,678         220,000         240,000          245,000          Classes / Camps 16,233             17,114            17,000            18,000             20,000             Merchandise Sales 16,507             17,870            17,000            17,000             19,000             Vending 75                     ‐                   ‐                   ‐                    ‐                   Rental 11,476             11,729            12,000            15,500             16,700             Interest 6,504               7,402               ‐                   ‐                    ‐                   Marketing Revenue ‐                    ‐                  4,000              2,000               4,000               Other 3,380               4,241              400                  ‐                    ‐                       Total Revenues 1,218,390        1,271,446      1,109,200      1,170,100       1,195,100       Expenses Personal Services 605,758$        632,539$        631,800$        674,600$         699,100$         Parts & Supplies 85,699             73,297            87,800            95,600             99,900             Cost of Concession Sales 122,310          123,673         95,000            99,600             100,000          Services & Other Charges 148,382          166,001         179,000         204,400          200,200              Total Expenses 962,149          995,510         993,600         1,074,200       1,099,200         Operating Surplus/Deficit 256,241$        275,936$        115,600$        95,900$           95,900$           Non‐Operating Expenses Capital Outlay 14,360             3,116              4,000              6,000               6,000               Reserve for Renewal & Replacement 89,400             89,900            92,000            89,900             89,900                Total Expenses/Non‐Op Disbursements 1,065,909$      1,088,526$     1,089,600$     1,170,100$      1,195,100$      Aquatic Facility (Cascade Bay) Fund 2018‐19 Budget Revenues, Expenses and Other Disbursements 2015 2016 2017 2018 2019 Actual Actual Budget Budget Budget Revenues Group Sales 270,266$        286,349$        261,500$        279,300$         285,800$         Concessions 47,699             38,569            47,600            51,000             51,000             Merchandise Sales 9,582               8,886              9,400              10,000             10,000             Vending 18,053             14,475            17,800            18,000             18,500             Rental 725,024          761,982         732,700         741,400          768,400          Other 58,657             149,983         20,000            25,000             28,000                 Total Revenues 1,129,281        1,260,244      1,089,000      1,124,700       1,161,700       Expenses Personal Services 556,670$        574,501$        578,500$        588,500$         617,800$         Parts & Supplies 51,519             50,677            60,800            62,900             66,100             Cost of Concession Sales 37,274             39,038            40,000            40,000             45,000             Services & Other Charges 275,780          275,126         286,900         287,500          297,600              Total Expenses 921,243          939,342         966,200         978,900          1,026,500         Operating Surplus/Deficit 208,038$        320,902$        122,800$        145,800$         135,200$         Non‐Operating Expenses Capital/Reserve for Renewal & Replacement 142,322          282,731         122,100         145,800          135,200          Debt Service Payments (27,190)           25,014            700                  ‐                    ‐                      Total Expenses/Non‐Op Disbursements 1,036,375$      1,247,087$     1,089,000$     1,124,700$      1,161,700$      Civic Arena Fund 2018‐19 Budget Revenues, Expenses and Other Disbursements 2015 2016 2017 2018 2019 Actual Actual Budget Budget Budget Revenues Personal Trainers 47,981$           61,264$          50,000$          63,000$           65,000$           Equipment Rental 21,797             32,829           25,000            33,000             35,000            Parks/Rec Programming 22,791             12,276           23,000            15,000             16,000            Concessions/Vending/Merchandise Sales 76,972             75,288           75,300            75,000             78,000            Group Sales 51,102             54,385           50,000            55,000             57,000            Daily Admissions 91,257             99,445           92,000            104,000           107,000          Memberships 651,493           709,266         685,000         735,000           750,000          Room & Facility Rentals 332,374           307,259         331,500         332,000           347,000          Contract Revenue 101,111           125,841         100,000         120,000           125,000          ECVB Rent 15,214             15,200           15,000            15,000             15,000            Other 110,619           97,004           63,000            50,000             50,000                Total Revenues 1,522,711       1,590,057     1,509,800      1,597,000       1,645,000      Other Financing Sources Antenna Lease Revenues 284,710           356,071         376,000         349,100           378,000             Total Revenues/Other Financing Sources 1,807,421$     1,946,128$    1,885,800$    1,946,100$     2,023,000$     Expenses Personal Services 1,147,290$     1,229,843$    1,269,400$    1,292,600$     1,357,200$     Parts & Supplies 52,965             62,067           60,300            61,100             64,500            Cost of Merchandise Sales 39,744             39,346           35,000            40,000             41,000            Services & Other Charges 356,155           348,990         363,600         360,100           370,900          Capital Outlay 25,663             310,235         14,700            17,300             14,400                Total Operating Expenses 1,621,817       1,990,481     1,743,000      1,771,100       1,848,000      Reserve for Renewal & Replacement 158,000           221,800         147,000         175,000           175,000            Total Operating Expenses and R&R 1,779,817$     2,212,281$    1,890,000$    1,946,100$     2,023,000$     Debt Service ‐‐ voter‐approved tax levy 1,049,603       1,043,938     1,066,800      1,056,300       1,041,100      Eagan Community Center Fund 2018‐19 Budget Revenues, Expenses and Other Disbursements 2015 2016 2017 2018 2019 Actual Actual Budget Budget Budget Revenues Fiber Lease 18,284$          33,585$          75,700$          63,800$           34,800$           Rental 14,522             17,049            24,400            77,600             103,300          Investment Income ‐                    ‐                   ‐                   ‐                    ‐                   Other 17,572             60,645             ‐                   ‐                    ‐                       Total Revenues 50,378             111,279         100,100         141,400          138,100          Expenses Personal Services 115,165$        118,985$        123,700$        128,600$         144,700$         Parts & Supplies 750                  1,063              2,900              2,900               2,900               Services & Other Charges 45,636             54,758            139,900         195,200          146,700              Total Expenses 161,551          174,806         266,500         326,700          294,300          Non‐Operating Activity Transfer In 350,000          250,000          ‐                   ‐                    ‐                   Capital Outlay 8,492               1,114              9,200              11,100             6,000               Project ‐ Contract 1,990               3,349              190,000         115,000          115,000              Total Capital 10,482             4,463              199,200         126,100          121,000          Fiber Infrastructure (AccessEagan) 2018‐19 Budget Revenues, Expenses and Other Disbursements Agenda Information Memo  December 5, 2017, Eagan City Council Meeting      CONSENT AGENDA    L. Approve 2018 Special Revenue Funds Budgets:  Housing Fund, DWI Forfeiture  Fund, Minnesota Investment Fund (MIF) Revolving Loan Fund, Cable TV  Franchise Fees Fund, E‐TV Fund and the Cedar Grove Parking Garage Fund.    Action To Be Considered:    Approve the 2018 budget for the following Special Revenue Funds:   Housing Fund   DWI Forfeiture Fund   MIF Revolving Loan Fund   Cable TV Franchise Fees Fund   E‐TV Fund   Cedar Grove Parking Garage Fund    Facts:     For financial reporting purposes, it is required that the City Council adopt each of  these budgets.   The purpose of each fund, the revenue sources, and the expenditure categories  are listed for each fund in the attachments.   The Council reviewed the E‐TV Fund budget at a workshop in October.   With the exception of $39,000 levied for the City portion of maintenance on the  Cedar Grove parking Garage Fund, there are no tax levies related to these funds.   2019 Budget information is also presented and no City Council action is  requested at this time.  Instead, action on the 2019 budget will be requested in  the latter part of 2018.    Attachments:  (1)    CL‐1 Special Revenue Fund budgets     2018‐2019 Proposed Budgets Operating Budget                                                            Special Revenue   Funds                                                          1    2018‐2019 Proposed Budgets Operating Budget    Special Revenue Funds – Housing Fund (113)      PURPOSE & DESCRIPTION    The purpose and description of the Special Revenue Housing Fund is to:   Provide financing for future housing‐related developments within the City.   The fund was established in 1998 as the consolidation of the Housing Revenue  Bonds Fund and the Housing and Redevelopment Authority (HRA) Fund.   The Housing Revenue Bonds Fund accounted for annual fees collected on the  principal balance of revenue bonds issued under the City’s name.   The HRA Fund accounted for the tax increment financing (TIF) proceeds and  expenditures of the Cinnamon Ridge Apartments interest rate reduction  program.  The TIF district expired in 1997 and a note was issued by Cinnamon  Ridge to the City in the amount of the total TIF proceeds.  In 1998, the City sold its interest in the note to a third  party for $1,200,000, and as a component of this transaction, the proceeds of the closing were loaned to the  Cascade Bay Aquatic Facility.  In 2011, the $545,000 balance of the Cascade Bay loan was forgiven.    The Special Revenue Housing Fund is responsible for the following functions:   To account for annual fees collected on the principal balance of revenue bonds issued under the City’s name used  to finance multi‐family housing developments.           2    2018‐2019 Proposed Budgets Operating Budget      Special Revenue Funds – Housing Fund (113)      HIGHLIGHTS & CHANGES    Overview: With the revised Cascade Bay financing  arrangement in effect for 2012, housing bond fees and  interest are the sole revenue sources for this fund.                  REVENUE & EXPENDITURE DETAIL        2015 2016 2017 2018 2019 Actual Actual Budget Budget Budget Fund Balance, Beginning of Year 352,898$      383,768$      393,367$      400,467$      407,567$         Revenues:     Housing Bond Fees 31,134          9,300             6,600             6,600             6,600                    Interest on Investments 2,486             3,049             3,400             3,400             3,400                Total  Revenues 33,620          12,349          10,000          10,000          10,000              Total  Revenues  and Other         Financing Sources 33,620          12,349          10,000          10,000          10,000              Expenditures:     Contractual  Services 2,700             2,700             2,600             2,600             2,600                    Monitoring Fee 50                  50                  300                300                300                    Total  Expenditures 2,750             2,750             2,900             2,900             2,900                Fund Balance, End of Year 383,768$      393,367$      400,467$      407,567$      414,667$         Contracted  Services 90% Monitoring  Fee  10% Expenditure by Category 3    2018‐2019 Proposed Budgets Operating Budget    Special Revenue Funds – DWI Forfeiture Fund (115)      PURPOSE & DESCRIPTION    The purpose and description of the Special Revenue DWI Forfeiture Fund is  to:    Account for money received from the court system related to DWI  forfeitures.   The money accounted for in this fund is restricted for police  operations.   This fund was created in 2006.    The Special Revenue DWI Forfeiture Fund is responsible for the following  functions:   Accounting for money received from the court system related to DWI forfeitures.   Purchase of new police equipment and police vehicles with DWI forfeiture monies.            4    2018‐2019 Proposed Budgets Operating Budget    Special Revenue Funds – DWI Forfeiture Fund (115)      HIGHLIGHTS & CHANGES    Overview:  No significant changes in revenues are anticipated;  no significant changes in expenditures are planned.              REVENUE & EXPENDITURE DETAIL                       2015 2016 2017 2018 2019 Actual Actual Budget Budget Budget Fund Balance, Beginning of Year 30,778$        38,459$        57,584$        65,884$        74,284$            Revenues:     DWI  Forfeitures 15,690          26,189          16,000          16,000          16,000                  Other revenues ‐                 ‐                      ‐                      ‐                      ‐                             Interest on Investments 240                381                300                400                400                    Total  Revenues 15,930          26,570          16,300          16,400          16,400              Expenditures:    Professional  Services 8,249             7,445             8,000             8,000             8,000                   Unmarked Traffic  Vehicle ‐                 ‐                      ‐                      ‐                      ‐                         Total  Expenditures 8,249             7,445             8,000             8,000             8,000                Fund Balance, End of Year 38,459$        57,584$        65,884$        74,284$        82,684$            5    2018‐2019 Proposed Budgets Operating Budget    Special Revenue Funds – Cedar Grove Parking Garage (116)      PURPOSE & DESCRIPTION    The purpose and description of the Special Revenue Cedar Parking  Garage Fund is to:    Account for the care and maintenance of the Cedar Grove  Parking Ramp.   This fund was created in 2015.    The Cedar Grove Parking Garage Fund is responsible for the following  functions:   Accounting for revenues and expenditures to pay for the  maintenance of the Parking Ramp.   Accounting for revenue for the replacement of the ramp.       6    2018‐2019 Proposed Budgets Operating Budget    Special Revenue Funds – Cedar Grove Parking Garage (116)    HIGHLIGHTS & CHANGES    Overview: 2015 was the first budget year for the Parking  Ramp.              REVENUE & EXPENDITURE DETAIL         2015 2016 2017 2018 2019 Actual Actual Budget Budget Budget Fund Balance, Beginning of Year (36,447)$        (28,507)$        (51,006)$        (103,347)$      (153,947)$         Revenues:      Property Taxes 60,000           60,070           60,000           39,000           41,000                   Paragon/Simon Contribution 195,503         218,995         254,429         277,300         305,300                 Interest on Investments (817)               (1,414)            (800)               (2,000)            (2,000)               Total Revenues 254,686         277,651         313,629         314,300         344,300            Expenditures:        Electricity 34,477           35,659           38,000           38,000           38,000                     Natural Gas Service 6,875             7,536             8,000             8,000             8,000                       Water 754                640                1,000             800                800                          Professional Services 360                ‐                     ‐                     ‐                     ‐                               Telephone 3,047             3,154             3,000             3,200             3,200                     Maintenance Contracts 200,310         239,107         298,470         297,000         312,000                 Insurance ‐                 11,900           11,900           11,900           11,900                   Landscaping 923                2,154             5,600             6,000             6,000                     Other Equipment ‐                 ‐                     ‐                     ‐                     ‐                             Other Improvements ‐                 ‐                     ‐                     ‐                     ‐                        Total Expenditures 246,746         300,150         365,970         364,900         379,900            Fund Balance, End of Year (28,507)$        (51,006)$        (103,347)$      (153,947)$      (189,547)$         Utilities 14% Maintenance 82% Insurance 3% Imprvmts 1% Expenditure by Category 7    2018‐2019 Proposed Budgets Operating Budget    Special Revenue Funds – MIF Revolving Loan Fund (118)      PURPOSE & DESCRIPTION   The purpose of the Minnesota Investment Fund (MIF) Revolving Loan Special  Revenue Fund is to:    Create and grow a lending program to Eagan businesses that can create  jobs through investment in capital expansion.  Currently, only a single  loan is in place, but collections on the existing loan will provide  additional funds that can be loaned to other businesses to create more  jobs.      In 2009, the City received the full amount of the initial loan, $350,000, as a grant from the State MIF to make the loan.   Under the terms of the City’s agreement with the MIF, 80% of the loan payments collected are to be returned to the State,  and the remaining 20% are to be retained by the City for the purpose of making additional loans in the future.     8    2018‐2019 Proposed Budgets Operating Budget    Special Revenue Funds – MIF Revolving Loan Fund (118)      HIGHLIGHTS & CHANGES    Overview:  The loan to Biothera was made in 2009.   Activity in the fund consists of receipt of the monthly  payments from Biothera and the related payment to the  State’s Minnesota Investment Fund (MIF) of 80% of  receipts. The 2016 budget expected the application and  approval of forgivable State MIF loans totaling $385,000  for Prime Therapeutics and Databank.  The 2017 budget  is programmed for the MIF loan to be granted to Corvida  Medical.                  REVENUE & EXPENDITURE DETAIL                     2015 2016 2017 2018 2019 Actual Actual Budget Budget Budget Fund Balance, Beginning of Year 254,451$      267,706$      280,377$      254,877$      269,377$       Revenues:      Biothera  loan payments 54,891          33,047          ‐                      ‐                      ‐                            Corvida  loan payments ‐                 ‐                 72,000          72,000          72,000                Intergovernmental  Revenue ‐                 135,000        360,000        ‐                      ‐                            Interest income 4,291             2,588             100                100                100                 Total  Revenues 59,182          170,635        432,100        72,100          72,100           Expenditures:      MIF Repayment to State 45,927          22,964          57,600          57,600          57,600                MIF Loan ‐                 135,000        400,000        ‐                      ‐                       Total  Expenditures 45,927          157,964        457,600        57,600          57,600           Excess  of Revenue Over(Under)    Expenditures 13,255          12,671          (25,500)         14,500          14,500           Fund Balance, End of Year 267,706$      280,377$      254,877$      269,377$      283,877$       Payments  to State 13% MIF Loan 87% Expenditure by Category 9    2018‐2019 Proposed Budgets Operating Budget          Special Revenue Funds – Cable TV Franchise Fee Fund (196)      PURPOSE & DESCRIPTION    The purpose and description of the Special Revenue Cable TV Franchise Fee Fund is to:    Account for franchise fees paid to the City from the local cable franchises.   Restricted for communications and cable television activities. The Special Revenue  Cable TV Franchise Fee Fund is responsible for the following functions:   The money is used for communications and cable television related activities,  primarily the Communications Department budget and the City’s share of the  funding for Eagan Television (E‐TV)     10    2018‐2019 Proposed Budgets Operating Budget    Special Revenue Funds – Cable TV Franchise Fee Fund (196)      HIGHLIGHTS & CHANGES    Overview:  The fund continues to support the  Communications budget in the General Fund and the non‐ PEG‐eligible expenditures of the E‐TV Fund.  No significant  changes in revenues are anticipated.              REVENUE & EXPENDITURE DETAIL                           2015 2016 2017 2018 2019 Actual Actual Budget Budget Budget Fund Balance, Beginning of Year 1,921,658$  1,907,910$  1,869,905$  1,735,405$  1,596,505$      Revenues:     Cable TV Franchise Fees 857,580        892,557        920,000        920,000        920,000                Interest on Investments 16,944          18,937          10,000          20,000          20,000              Total  Revenues 874,524        911,494        930,000        940,000        940,000            Expenditures:     Professional  Services 100                100                ‐                      ‐                      ‐                          Total  Expenditures 100                100                ‐                 ‐                 ‐                     Other Financing Uses:      Transfer  to General  Fd ‐ Communications 516,644        604,088        647,300        649,200        625,300                 Transfer  to E‐TV Fd ‐ non‐PEG‐eligible 371,528        345,311        417,200        429,700        447,500            Total  Other Financing Uses 888,172        949,399        1,064,500     1,078,900     1,072,800         Total  Expenditures  and Other Financing Uses 888,272        949,499        1,064,500     1,078,900     1,072,800         Fund Balance, End of Year 1,907,910$  1,869,905$  1,735,405$  1,596,505$  1,463,705$      11    2018‐2019 Proposed Budgets Operating Budget    E‐TV (197)    Responsible Manager:  Tom Garrison, Director of Communications     PURPOSE & DESCRIPTION    Eagan Television (E‐TV) creates public, educational, and government cable TV  programming through a partnership of volunteers and professional staff.  E‐TV also  provides television production equipment facilities, and channel time to televise locally‐ produced programming.  It is cable programming by the community, for the community.            PERFORMANCE INDICATORS        2015 2016 2017 2018 2019 Description Actual Actual Estimate Target Target Monthly Staff Program Production 20 21 24 30 30 Monthly Access  Show Production    24 20 30 30 30 New Volunteers 180 188 200 200 200 Outside Revenue $47,613 $21,102 $40,000 $40,000 $40,000 Opportunities  For Youth 12‐18 150 144 150 180 180 Monthly Multipurpose Short Video Production NA NA NA 4 4 12    2018‐2019 Proposed Budgets Operating Budget    E‐TV (197)  Responsible Manager:  Tom Garrison, Director of  Communications    HIGHLIGHTS & CHANGES    Overview:   The 2018 Eagan Television (E‐TV) budget is  proposed to increase $569,500 or 94.2% overall.  The  increase is mostly due to planned significant capital  purchases.  The operational portion of the budget is set to  increase slightly in 2018, by 0.5%, or about $2,700.  The 2019  total budget is proposed to decrease $291,000 or 24.8% from the 2018 while the operational budget is programmed to  increase at modest 4.7%.    The E‐TV budget is funded by non‐taxpayer dollars.  The sources of funding are franchise fees and a small fee on local  subscriber bills which supports capital equipment for Public, Educational and Governmental (PEG) public access facilities.    Highlight/Change 1:  The proposed legal counsel budget will decrease over the next two years, assuming successful  conclusion of negotiations by the end of the 2017. Once the agreement with Comcast is concluded there will be legal  expense to make sure both franchises materially conform and accurate reporting is forthcoming. In ’19 it is recommended a  financial audit be conducted to ensure early in the term that the City is being paid appropriately under the new agreements   Financial Impact:  Decrease of $26,000 (6311)  Service Level Impact:  No service impact is expected at this time, assuming agreement in 2017. A formal legal process, if the  parties could not agree, would obviously be more expensive    Highlight/Change 2:  For the first time, we anticipate access to electronic program guides, so E‐TV viewers can find E‐TV  shows and public access programs by name to watch or record. When the second of two cable franchises are completed,  there will be an ongoing cost to provide the program content information in a manner that can be used by the cable  companies.    Financial Impact:  This would be an increase in Professional Services by $700 per channels per year or $2,800 for the 4  channels we would provide program descriptions for.  Service Level Impact:  Improved. This will allow us to have an electronic program guide for all our main channels.  It would  allow of programming information and descriptions to be available in the exact same way they are for the other channels  on the cable system. Responsibilities will be carried out by same person who currently schedules the programs for air.     Highlight/Change 3:  Perhaps the most significant change is within the proposed CIP paid for by PEG funds. In our  partnership with Burnsville on the shared mobile production studio, it is due for full replacement and each city has set aside  $400,000 each for this expensive endeavor. In addition, several other capital items, including the last remaining piece to  make HD streaming from the Eagan room possible, and replace studio set equipment are included.  Financial Impact: Budget set aside within PEG fund balance and some retained franchise fees. Altogether, more than  $500,000  Service Level Impact:   Improved ability for live and mobile production, HD programming and in‐studio experience.  Significant staff time will be dedicated by studio supervisor for acquisition of mobile studio in cooperation with Burnsville.                   13    2018‐2019 Proposed Budgets Operating Budget    E‐TV (197)  Responsible Manager:  Tom Garrison, Director of Communications    Highlights (cont’d)      Highlight/Change 4:  Our 2018 CIP requests are for replacing equipment that was either brought over from the old  Burnsville/Eagan operation or purchased at start of Eagan Television or soon afterwards.  The bulk of the requests are for  the replacement of the Shared Production Truck.  The truck is now 12 years old.  The requested replacement truck would  be HD and capable of doing live productions much more easily.   The remainder of the CIP purchases are for replacement of  our video streamer, studio sets and Eagan Room character generator. We have also requested a lens package.  All of these  requests play an important part in our conversion to High Definition.    Financial Impact: The Capital purchases include Mobile Van which will be split with Burnsville – Eagan expense = $450,000;  Studio Set upgrade = $32,900; Live Location upgrade = $29,200; Eagan Room Character Generator = $19,195; and EF Mount  Prim Lens Package $28,500.  Aside from the initial CIP purchase price for the requests, the only ongoing expense would be  the data charge for the streamer modems.  This expense is covered in the operational budget.     Service Level Impact:   Improved. All of these requests will complete our conversion to High Definition.  It will also simplify,  improve and increase several fold, the reliability of our live production capabilities.  In partnering again with Burnsville for  the truck, we will also have all the benefits, with only half of the expense.        Highlight/Change 5:  Our 2019 CIP requests are for replacement of our studio cameras that were purchased at the launch  of Eagan television in 2008.  We have the same life expectancy for the replacement cameras of 8 to 10 years.  The current  studio cameras would be converted for use with our portable production unit.  Our other request is to replace 2 of the  computers in our edit suites as per IT policy.  The respective computers will be 4 and 5 years old in 2019.  Financial Impact: 3 Studio camera packages = $182,000; Edit computers replace $59,400.    Service Level Impact:   Improved.  In the studio environment, the newer cameras will have an improved picture and also be  more reliable.  We will also be able to improve our remote production capabilities by moving our current cameras to the  less demanding portable package.  This is also true for the edit suites as the faster computers will speed up the editing and  post production process by significantly reducing the render times of the more demanding HD workflow.       EXPENDITURE SUMMARY                            Actual Actual Budget Budget Budget Expenditure 2015 2016 2017 2018 2019 Personal  Services 368,779 340,916 408,400 418,400 436,200 Parts  and Supplies 23,418 31,050 33,900 39,600 40,200 Services  and Other Charges 108,723 120,069 137,400 124,400 133,500 Capital  Outlay 100,544 154,706 24,900 591,700 273,200 Total 601,464 646,741 604,600 1,174,100 883,100 14    2018‐2019 Proposed Budgets Operating Budget        E‐TV (197)  Responsible Manager:  Tom Garrison, Director of Communications       POSITION INVENTORY            WORK PLAN 2018‐2019               Personnel 2015 2016 2017 2018 2019 Hours Studio Supervisor 1 1 1 1 1 2,080 Client Services  Coordinator 1 1 1 1 1 2,080 Govt Programming Coordinator 1 1 1 0 0 0 Production/Programming Assistant 0 0 0 1 1 2,080 Videographer/Editor 1 1 1 1 1 2,080 Total 4 4 4 4 4 8,320 Routine 1 Supervision of PEG channels  for Eagan 2Provide and maintain public access  facilities 3Plan & implement HD channel(s) conversion 4Conclude franchise agreement(s) 5Provide coverage of community events  & facilitate volunteer partnerships and co‐productions 6Provide coverage of all Eagan government meetings 7Provide video production services to City of Eagan  departments 8Provide video production services to revenue generating clients 9 Assist Comcast customers with complaints 10 Provide training for PA studio and equipment use 11 Provide video production services to Thomson  Reuters  in exchange for  rent 12 Facilitate, organize and execute the playback of all PA shows, increasing interactivity Note: City may  be managing more than one cable franchise Activity 15    2018‐2019 Proposed Budgets Operating Budget    E‐TV (197)    Responsible Manager:  Tom Garrison, Director of Communications      REVENUE SUMMARY                   Actual Actual Budget Budget Budget Revenue 2015 2016 2017 2018 2019 4689 PEG fees  (total)373,058         376,129         375,000         380,000             380,000            4690 City contribution ‐ from Cable Franchise Fees  fund 371,528         345,311         417,200         429,700             447,500            4695 E‐TV dubbing 1,117              909                 3,000              3,000                  3,000                 4699 Class  fees 9,830              7,115              15,000            15,000                15,000              4696 Dub/Rental/Paid production ‐                  ‐                  ‐                  ‐                      ‐                     4697 E‐TV paid production 4,375              7,835              22,000            22,000                22,000              XXXX Other Revenue 40,235            29,570            ‐                  ‐                      ‐                          Total  Operating Revenues 800,143         766,869         832,200         849,700             867,500            2.1%2.1% 16    2018‐2019 Proposed Budgets Operating Budget    E‐TV (197)  Responsible Manager:  Tom Garrison, Director of Communications    LINE ITEM DETAIL    2015 2016 2017 2018 2019 Actual Actual Budget Budget Budget 6110 SALARIES AND WAGES‐REGULAR         261,859         229,814         250,500         270,800             282,000            6112 OVERTIME ‐ REGULAR 3,018              2,794              9,000              9,000                  9,000                 6130 SALARIES AND WAGES‐TEMPORARY 16,514            26,071            40,000            40,000                40,000              6142 PERA‐COORDINATED                   21,291            18,553            22,500            24,000                24,800              6144 FICA                               21,236            18,408            22,900            24,500                25,300              6151 HEALTH INSURANCE/VEBA 42,409            44,405            62,200            48,700                53,600              6155 WORKERS COMPENSATION               2,452              871                 1,300              1,400                  1,500                     PERSONAL SERVICES                  368,779         340,916         408,400         418,400             436,200            6210 OFFICE SUPPLIES 460                 613                 900                 1,000                  1,000                 6212 OFFICE SMALL EQUIPMENT 140                 153                 300                 400                     400                    6215 REFERENCE MATERIALS 27                    ‐                  300                 300                     300                    6220 OPERATING SUPPLIES ‐ GENERAL 7,110              10,920            9,700              10,200                10,400              6224 CLOTHING/PERSONAL EQUIPMENT ‐                  ‐                  1,500              1,500                  1,500                 6231 MOBILE EQUIPMENT REPAIR ‐ PARTS 1,733              2,331              2,000              4,400                  4,400                 6232 SMALL EQUIPMENT REPAIR ‐ PARTS 1,738              2,453              2,000              4,400                  4,400                 6235 FUEL, LUBRICANTS, ADDITIVES 1,103              613                 2,000              2,000                  2,000                 6270 COMPUTER SOFTWARE                  11,107            13,967            15,200            15,400                15,800                    PARTS & SUPPLIES 23,418            31,050            33,900            39,600                40,200              6310 PROFESSIONAL SERVICES‐GENERAL      1,240              5,307              2,500              9,500                  22,100              6311 LEGAL  24,149            8,779              60,000            34,000                30,000              6313 PLANNING 22,086            44,607            ‐                  ‐                      ‐                     6314 AUDITING 100                 100                 ‐                  ‐                      ‐                     6346 POSTAGE                            ‐                  ‐                  500                 500                     500                    6347 TELEPHONE SERVICE & LINE CHARGES ‐                  ‐                  100                 ‐                      ‐                     6353 PERSONAL AUTO/PARKING 13                    23                    100                 100                     100                    6355 CELLULAR TELEPHONE SERVICE 3,641              4,555              4,200              4,200                  4,200                 6357 GENERAL ADVERTISING 100                 295                 1,700              2,600                  2,600                 6370 GENERAL PRINTING AND BINDING       1,950              ‐                  800                 800                     800                    6385 INSURANCE 7,400              7,400              7,400              7,400                  7,400                 6405 ELECTRICITY 12,000            12,000            12,000            12,000                12,000              6425 MOBILE EQUIPMENT REPAIR ‐ LABOR 1,220              ‐                  2,000              2,000                  2,000                 6426 SMALL EQUIPMENT REPAIR ‐ LABOR 3,071              3,412              4,000              3,000                  3,000                 6457 MACHINERY & EQUIPMENT RENTAL ‐                  60                    200                 300                     300                    6475 MISCELLANEOUS 3,941              4,060              5,000              7,700                  7,700                 6476 CONFERENCES AND SCHOOLS 2,543              4,250              7,000              9,500                  9,500                 6477 LOCAL MEETING EXPENSES 206                 124                 200                 200                     200                    6479 DUES  AND SUBSCRIPTIONS 3,190              3,733              4,100              5,000                  5,000                 6480 LICENSES, PERMITS AND TAXES ‐                  16                    ‐                  ‐                      ‐                     6535 OTHER CONTRACTUAL SERVICES 82                    ‐                  ‐                  ‐                      ‐                     6569 MAINTENANCE CONTRACTS 21,791            21,348            25,600            25,600                26,100                  OTHER SERVICES AND CHARGES         108,723         120,069         137,400         124,400             133,500            TOTAL  OPERATING 500,920         492,035         579,700         582,400             609,900            0.5%4.7% 6640 MACHINERY/EQUIPMENT 97,825            29,318            17,300            109,800             241,400            6660 OFFICE FURNISHINGS/EQUIPMENT       1,301              2,312              1,600              2,400                  2,300                 6670 OTHER EQUIPMENT ‐                  121,298          ‐                  23,000                23,000              6680 MOBILE EQUIPMENT 1,418              1,778              6,000              456,500             6,500                 TOTAL  CAPITAL 100,544         154,706         24,900            591,700             273,200            23                        (1)                           TOTAL  E‐TV 601,464         646,741         604,600         1,174,100          883,100            94.2%‐24.8% 17 Agenda Information Memo  December 5, 2017, Eagan City Council Meeting      CONSENT AGENDA    M. Approve 2018 Eagan Convention and Visitors Bureau (ECVB) Budget    Action To Be Considered:    Approve the 2018 Eagan Convention and Visitors Bureau Budget    Facts:     The City Council reviewed the ECVB 2018 budget and heard remarks from Mr.  Cory, the President and CEO of the ECVB, at the October 10, 2017 special  meeting.  At that time, the City Council concurred with the 2018 ECVB budget as  adopted by the ECVB board.   No changes from the October presentation are proposed for the ECVB budget.   In summary, the 2018 ECVB budget features a 4 % increase over FY 2017.  Most  of the increase is from an increase in Advertising expenditures for 2018.   While the ECVB Board operates independently from the City, Section 3.2 of the  Operating Agreement with the City of Eagan requires the ECVB to submit its  work plan and operating budget to the City Council for its review and approval.    Attachments:  (1)    CM‐1 Eagan Convention and Visitors Bureau Budget  2015 2016 2017 2018 Actual Actual Budget Budget INCOME Lodging tax 905,379$ 967,499$ 950,000$ 1,020,000$ Other 7,672 8,747 21,100 15,500$ Utilization of reserves 75,000 75,000 25,000 -$ Total Income 988,051 1,051,246 996,100 1,035,500$ EXPENSES Personnel 298,395 294,656 320,000 330,500$ Other 131,330 131,069 128,250 135,500$ Marketing 548,509 544,750 520,100 540,000$ Travel & Entertainment 24,571 22,626 27,750 29,500$ Total Expenses 1,002,805 993,101 996,100 1,035,500$ Net income (14,754)$ 58,145$ -$ -$ Eagan Convention & Visitors Bureau Proposed 2018 Budget Agenda Information Memo  December 5, 2017, Eagan City Council Meeting      CONSENT AGENDA    N. Approve 2018‐2022 Facilities Renewal and Replacement Capital Improvement  Plan and the 2018 budget.    Action To Be Considered:    1. Approve the 2018‐2022 Facilities Renewal & Replacement (R&R) Capital  Improvement Plan (CIP) and the 2018 budget within that plan.    Facts:     The Facilities Renewal & Replacement (R&R) program was put in place to provide  resources for the renewal and replacement of assets that have reached the end  of their useful life.  The program incorporates an amortization process or saving  monies for the replacement of assets over the estimated useful life.   The Facilities R&R CIP incorporates all projects/improvements of this nature and  has used a tax levy as well as Enterprise revenues as funding sources   Development of this CIP allows for a more systematic and City‐wide approach to  timing and coordination of these improvements.  It also tends to lessen  budgeting problems caused by significant swings in expenditures from one year  to another.   The General Facilities R&R Fund was created in 1999 and is primarily non‐ enterprise fund infrastructure.   Major improvements to the exterior shell of the  enterprise facilities may use also these funds.   The first year of this CIP (2018) is approved as a budget with the four out years  (2019‐2022) being approved only as a general plan.   The 2018 levy allocated to the General Facilities R&R fund is $230,000.  Proposed  expenditures for 2018 from the General Facilities R&R fund total $228,500.   The cash balance in the General Facilities R&R fund at the end of 2017 is  projected to be $919,070.  The cash balance at the end of the five‐year plan is  projected to be $814,350.   The Enterprise funds (Cascade Bay, Civic Arena, and Community Center) account  for $966,050 of the proposed 2018 expenditures.  No tax dollars are currently  proposed to fund R&R improvements for the Enterprise funds.     Attachments:  (1)    CN‐1 CIP Listing – 2018‐2022 R&R Projects  9336 Facilities R&R 9222 CASCADE BAY 9221 CIVIC ARENA 9223 COMMUNITY  CENTER Beginning Balance 1/1/2018 919,070            1,726,000         204,000              1,226,900          Revenue:  2018            2018 Tax Levy 230,000             ‐                      ‐                       ‐                                 2018 Other Revenue ‐                     89,900               120,200              175,000             230,000            89,900               120,200              175,000             Expenditures: 228,500            52,000               257,000              657,050             ‐                      Total Expenditures 228,500            52,000               257,000              657,050                            CASH BALANCE  12/31/2018 920,570            1,763,900         67,200                 744,850             Projected Revenues  2019‐2022 982,000            359,800            480,200              700,000             Projected Expenditures  2019‐2022 681,000            776,000            331,000              630,500                            CASH BALANCE  12/31/2022 1,221,570         1,347,700         216,400              814,350             CIP SUMMARY ‐ FACILITIES RENEWAL AND REPLACEMENT G:\Budget\2018‐19 Budget\CIP\2018‐2022 CIP Summary.xlsx Intersection Improvements City of Eagan, Minnesota SOURCES AND USES OF FUNDS 2018 2022thru 9336 Facilities R&R Fund Source 2018 2019 2020 2021 2022 919,070 920,570 919,570 1,061,570 1,075,570Beginning Balance Revenues and Other Fund Sources Revenue 230,000 235,000 242,000 249,000 256,000Property taxes 230,000 235,000 242,000 249,000 256,000Total 1,149,070 1,155,570 1,161,570 1,310,570 1,331,570Total Funds Available 230,000 235,000 242,000 249,000 256,000Total Revenues and Other Fund Sources Expenditures and Uses Capital Projects & Equipment 33 Government Bldgs. (70,000) (70,000) (70,000) (70,000) 0City property assessments 33-140001 (5,000) (5,000) (5,000) (5,000) 0FS repairs contingency 33-170024 (5,000) 0 0 0 0Water Softener Replacement - FS3 33-180002 (8,000) 0 0 0 0Furnance Replacement - FS3 33-180003 (10,000) 0 0 0 0Ceiling tiles replace CMF 33-180006 (43,500) 0 0 0 0Furniture replace CMF 33-180007 (15,000) 0 0 0 0Trash enclosure upgrade CMF 33-180008 (25,000) 0 0 0 0PD Roof C - if not done with remodel 33-180009 (35,000) 0 0 0 0CMF Roof B 33-180010 (8,000) 0 0 0 0CMF OH door #36 33-180011 (4,000) 0 0 0 0Blind replacement CMF 33-180012 0 (10,000) 0 0 0Bohn Condensing Unit - CH 33-190001 0 (5,000) 0 0 0Water Softener Replacement - FS4 33-190004 0 (50,000) 0 0 0Liebent AC unit 33-190007 0 (90,000) 0 0 0CMV cold storage roof 33-190008 0 (6,000) 0 0 0City-wide roof inspections 33-190009 0 0 (10,000) 0 0Conference Room Upgrade - CMF 33-200001 0 0 (6,000) 0 0Fire Station 4 Co-Ray-Vac Heaters 33-200002 0 0 (9,000) 0 0Furnance/AC #2 Replacement - CMF 33-200004 0 0 0 (160,000) 0City Hall Roof A 33-210001 0 0 0 0 (6,000)Fire Station 1 Co-Ray-Vac Heaters 33-220001 0 0 0 0 (4,000)Fire Station 3 Co-Ray-Vac Heaters 33-220002 0000(100,000)CMF Roof A 33-220003 Thursday, November 30, 2017Page 1 9336 Facilities R&R Fund Source 2018 2019 2020 2021 2022 (228,500) (236,000) (100,000) (235,000) (110,000)Total (228,500) (236,000) (100,000) (235,000) (110,000)Total Expenditures and Uses 920,570 919,570 1,061,570 1,075,570 1,221,570Ending Balance 1,500 (1,000) 142,000 14,000 146,000Change in Fund Balance Thursday, November 30, 2017Page 2 RnR Cascade Bay Source 2018 2019 2020 2021 2022 1,726,000 1,419,900 953,600 1,012,300 1,083,700Beginning Balance Revenues and Other Fund Sources Revenue 89,900 89,900 89,900 90,000 90,000CB revenue for R&R 89,900 89,900 89,900 90,000 90,000Total 1,815,900 1,509,800 1,043,500 1,102,300 1,173,700Total Funds Available 89,900 89,900 89,900 90,000 90,000Total Revenues and Other Fund Sources Expenditures and Uses Capital Projects & Equipment 9222 Cascade Bay 0 (154,000) 0 0 0Slides/structures upgrade 9222-160003 (52,000) 0 0 0 0Funbrellas 9222-180001 (3,300) 0 0 0 0Ice machine 9222-180002 (4,400) 0 0 0 0Stand by freezer/fridge 9222-180003 (3,000) 0 0 0 0Ice cream freezer 9222-180004 (2,000) 0 0 0 0Money counting machine 9222-180005 (8,300) 0 0 0 0Concessions furniture 9222-180006 (20,400) 0 0 0 0Sand Play area refurnish 9222-180007 (10,000) 0 0 0 0Sink fixture replacement 9222-180008 (49,600) 0 0 0 0Water feature replacement 9222-180009 (90,000) 0 0 0 0Turbines (G) replace 9222-180010 (73,000) 0 0 0 0Water Flume/Wood & Steel 9222-180012 (80,000) 0 0 0 0Water Flume/Install 9222-180015 0 (4,000) 0 0 0Walk in Freezer (concession building) 9222-190001 0 (4,000) 0 0 0Walk in Refrigerator (concessions building) 9222-190002 0 (14,000) 0 0 0Turnstiles #1 & Turnstiles #2 (Admin building) 9222-190003 0 (14,000) 0 0 0HVAC system (admin building)9222-190004 0 (2,000) 0 0 0Cabinets 9222-190005 0 (100,000) 0 0 0Dimond Brite Covering 9222-190007 0 (100,000) 0 0 0Coping Stones 9222-190008 0 (4,000) 0 0 0HVAC Equipment 9222-190011 0 (4,000) 0 0 0Gas Hot Water Heater 9222-190012 0 (3,000) 0 0 0Counter Tops-Cabinets 9222-190013 0 (17,500) 0 0 0Boilers #1 9222-190014 0 (17,500) 0 0 0Boilers #2 9222-190015 0 (17,500) 0 0 0Boilers #3 9222-190016 0 (17,500) 0 0 0Boilers #4 9222-190017 00000Pumps #3 9222-190018 00000Pumps #4 9222-190019 0 (25,000) 0 0 0Filters #1 9222-190020 0 (25,000) 0 0 0Filters #2 9222-190021 Thursday, November 30, 2017Page 3 RnR Cascade Bay Source 2018 2019 2020 2021 2022 0 (3,800) 0 0 0Room Heaters 9222-190022 0 (6,400) 0 0 0Lounge (40) $160 9222-190025 0 (20,000) 0 0 0Irrigation Control System 9222-190026 0 (3,000) 0 0 0Walk Behind Lawn Mower 9222-190027 0 0 (7,000) 0 0Turbo Chef Oven 9222-200001 0 0 (20,000) 0 0Air Conditioning (conc.) 9222-200002 0 0 (4,200) 0 0Perfect Fry #2 9222-200023 0 0 0 (5,600) 0Cbreeze costume 9222-210001 0 0 0 (4,000) 0Mini Golf rock-cover/waterfall 9222-210002 0 0 0 (3,000) 0Portable hand washing sink 9222-210003 0 0 0 (3,000) 0Portable Fridge 9222-210004 0 0 0 (3,000) 0Golf Start Snack 9222-210005 0 0 0 0 (7,000)Turnstiles #3 9222-220001 (396,000) (556,200) (31,200) (18,600) (7,000)Total (396,000) (556,200) (31,200) (18,600) (7,000)Total Expenditures and Uses 1,419,900 953,600 1,012,300 1,083,700 1,166,700Ending Balance (306,100) (466,300) 58,700 71,400 83,000Change in Fund Balance Thursday, November 30, 2017Page 4 RnR Civic Arena Source 2018 2019 2020 2021 2022 204,000 67,200 81,400 (8,600) 111,400Beginning Balance Revenues and Other Fund Sources Revenue 120,200 120,200 120,000 120,000 120,000CA revenue for R&R 120,200 120,200 120,000 120,000 120,000Total 324,200 187,400 201,400 111,400 231,400Total Funds Available 120,200 120,200 120,000 120,000 120,000Total Revenues and Other Fund Sources Expenditures and Uses Capital Projects & Equipment 9221 Civic Arena (10,000) 0 0 0 0TVs system West Arena 9221-180001 (55,000) 0 0 0 0Dehumidifier East Arena 9221-180002 (14,000) 0 0 0 0Room Furnace/blower 1- east storage East Arena 9221-180003 (14,000) 0 0 0 0Room Furnance/blower 2- east storage East Arena 9221-180004 (14,000) 0 0 0 0Room Furnance/blower- community room East Arena 9221-180005 (14,000) 0 0 0 0Room Furnances/blower- boiler room East Arena 9221-180006 (55,000) 0 0 0 0Equipment Washer West Arena 9221-180010 (3,500) 0 0 0 0Refrigerator 9221-180011 (10,000) 0 0 0 0Hot food equipment 9221-180012 (9,000) 0 0 0 0Skate sharperner 9221-180013 (20,000) 0 0 0 0Divider curtain 9221-180014 (6,000) 0 0 0 0East CR floor 9221-180015 (24,000) 0 0 0 0Walk softners 9221-180016 (8,500) 0 0 0 0Resurfacer Batteries West Arena 9221-180020 0 (15,000) 0 0 0office equipment-desks West Arena 9221-190001 0 (14,000) 0 0 0Mezzanine tables West Arena 9221-190002 0 (12,000) 0 0 0Mezz chairs (old ECC banquet chairs) West Arena 9221-190003 0 (55,000) 0 0 0West dehumidification 9221-190004 0 (10,000) 0 0 0Man lift 9221-190005 0 0 (3,000) 0 0Ice Machine West Arena 9221-200001 0 0 (60,000) 0 0Dasher Boards/glass West Arena 9221-200002 0 0 (12,000) 0 0Industrial washer/dryer West Arena 9221-200003 0 0 (8,000) 0 0Water softeners West Arena 9221-200004 0 0 (25,000) 0 0Infrared heaters West Arena 9221-200005 0 0 (8,000) 0 0Ice Edger West Arena 9221-200006 0 0 (4,000) 0 0Battery charge 9221-200007 0 0 (60,000) 0 0Cooling tower 9221-200008 0 0 (30,000) 0 0Water heaters (3) 9221-200009 0 0 0 0 (15,000)Training equipment- training rooms West Arena 9221-220001 (257,000) (106,000) (210,000) 0 (15,000)Total Thursday, November 30, 2017Page 5 RnR Civic Arena Source 2018 2019 2020 2021 2022 (257,000) (106,000) (210,000) 0 (15,000)Total Expenditures and Uses 67,200 81,400 (8,600) 111,400 216,400Ending Balance (136,800) 14,200 (90,000) 120,000 105,000Change in Fund Balance Thursday, November 30, 2017Page 6 RnR Community Center Source 2018 2019 2020 2021 2022 1,226,900 1,063,650 915,550 862,250 758,250Beginning Balance Revenues and Other Fund Sources Revenue 175,000 175,000 175,000 175,000 175,000CC revenue for R&R 175,000 175,000 175,000 175,000 175,000Total 1,401,900 1,238,650 1,090,550 1,037,250 933,250Total Funds Available 175,000 175,000 175,000 175,000 175,000Total Revenues and Other Fund Sources Expenditures and Uses Capital Projects & Equipment 9223 Community Center (20,000) 0 0 0 0Security Cameras (12) 9223-180005 (3,300) 0 0 0 0Sweeper 9223-180006 (3,850) 0 0 0 0Chairs-Blue Plastic 9223-180010 (1,000) 0 0 0 0Projector bulbs (3) 9223-180013 (11,000) 0 0 0 0Atrium/Lone Oak Furniture 9223-180018 (2,000) 0 0 0 0Bulk Grinder-Bunn G2 9223-180019 (16,000) 0 0 0 0Carpet-Prefunction 9223-180025 (38,000) 0 0 0 0Carpet-Oaks 9223-180026 (20,000) 0 0 0 0ECC Atrium/Oaks wood repair 9223-180028 (15,000) 0 0 0 0Painting renovation 9223-180029 (22,000) 0 0 0 0ELLIPTICALS-CYBEX ARC (4) 9223-180030 (6,500) 0 0 0 0NUSTEP (1) 9223-180031 (7,000) 0 0 0 0VCT/VINYL-MTG ROOMS 9223-180032 (40,000) 0 0 0 0CHAIRS-BANQUET (400) 9223-180033 (2,000) 0 0 0 0TABLES-BISTRO (second set) (5) 9223-180035 (2,500) 0 0 0 0STAFF RADIOS 9223-180037 (31,000) 0 0 0 0REMAINING LED EXTERIOR BUILDING LIGHTS 9223-180042 (2,100) 0 0 0 0LOR BANQUET ARM CHAIRS (14) 9223-180043 (45,000) 0 0 0 0Reconstruct Kids Cove 9223-180044 (50,000) 0 0 0 0Furniture for new staff 9223-180045 0 (2,500) 0 0 0Burnisher #1 9223-190001 0 (2,500) 0 0 0Burnisher #2 9223-190002 0 (3,000) 0 0 0Brewer-Bunn 9223-190004 0 (2,000) 0 0 0Menu Board 9223-190005 0 (1,100) 0 0 0Rower-Concept II 9223-190006 0 (49,000) 0 0 0Selectorized Weight Equipment 9223-190007 0 (3,000) 0 0 0Ceiling Fans (12) 9223-190008 0 (8,000) 0 0 0Carpet-Offices 9223-190009 0 (2,400) 0 0 0Pull Extractor 9223-190010 0 (2,500) 0 0 0Floor buffer 9223-190011 0 (10,600) 0 0 0AUDIO SYSTEM-PERFORMANCE STUDIO 9223-190012 Thursday, November 30, 2017Page 7 RnR Community Center Source 2018 2019 2020 2021 2022 0 (15,000) 0 0 0CARPET-ECVB 9223-190013 0 (14,000) 0 0 0RUBBER-FITNESS CENTER 9223-190014 0 (13,000) 0 0 0CARPET-BLAST 9223-190015 0 (9,000) 0 0 0CARPET-LOCKER ROOMS 9223-190016 0 (78,000) 0 0 0Energy Mgmt Software Upgrade 9223-190017 0 (3,500) 0 0 0TVs 9223-190018 0 (24,000) 0 0 0Free Weight Equipment 9223-190020 0 (80,000) 0 0 0REMAINING LED INTERIOR LIGHTS 9223-190041 0 0 (21,500) 0 0Bikes-Lifecyle Spin (15) 9223-200002 0 0 (28,500) 0 0Ellipticals-Octane (8) 9223-200003 0 0 (8,000) 0 0VCT/Vinyl-Atrium/Fitness 9223-200004 0 0 (48,000) 0 0Treadmills-Life fitness (6)9223-200005 0 0 (4,050) 0 0REACH IN REFRIDGERATOR 9223-200006 0 0 (4,050) 0 0REACH IN FREEZER 9223-200007 0 0 (6,000) 0 0DISPLAY COOLER 9223-200008 0 0 (8,000) 0 0WALK IN COOLER 9223-200009 0 0 (11,000) 0 0WARMING OVENS (4) 9223-200010 0 0 (2,500) 0 0BOOSTER HEATER 9223-200011 0 0 (8,400) 0 0DISHWASHER 9223-200012 0 0 (23,000) 0 0INDOOR TRACK 9223-200013 0 0 (10,000) 0 0Variable Frequency Drives (5) 9223-200015 0 0 (30,000) 0 0Carpet-Fitness/Stretching Area 9223-200016 0 0 (10,000) 0 0Chairs-Outdoor 9223-200018 0 0 (2,300) 0 0TENSABARRIERS (16) 9223-200034 0 0 (3,000) 0 0TRASH/RECYCLING/COMPOST CONTAINERS 9223-200044 0 0 0 (7,000) 0Sewage Extractor Pumps (2) 9223-210003 0 0 0 (4,000) 0Carpet-Front Desk Area 9223-210005 0 0 0 (35,000) 0Wood-Oasis 9223-210006 0 0 0 (43,000) 0Banquet Audio System 9223-210007 0 0 0 (4,000) 0Tables-Bistro 9223-210008 0 0 0 (15,500) 0Rider Floor Scrubber 9223-210009 0 0 0 (16,500) 0Bikes - expresso upright (3) 9223-210010 0 0 0 (4,000) 0Kaizen Restroom Cleaner 9223-210011 0 0 0 (150,000) 0The Blast Playspace 9223-210015 0 0 0 0 (15,600)Life fitness powermill (2)9223-220001 0 0 0 0 (8,600)Bikes - life fitness recumbent (3) 9223-220002 0 0 0 0 (13,700)Wood - Oaks dance floor 9223-220003 0 0 0 0 (20,000)Window Shades-Oaks 9223-220015 0 0 0 0 (7,000)Window Shades-Gym 9223-220016 0 0 0 0 (15,000)SCREENS-DROP DOWN IN OAKS (3) 9223-220036 (338,250) (323,100) (228,300) (279,000) (79,900)Total Thursday, November 30, 2017Page 8 RnR Community Center Source 2018 2019 2020 2021 2022 (338,250) (323,100) (228,300) (279,000) (79,900)Total Expenditures and Uses 1,063,650 915,550 862,250 758,250 853,350Ending Balance (163,250) (148,100) (53,300) (104,000) 95,100Change in Fund Balance Thursday, November 30, 2017Page 9 Agenda Information Memo  December 5, 2016, Eagan City Council Meeting      CONSENT AGENDA    O. Approve the 2018‐2022 Vehicles and Equipment Capital Improvement Plan and  the 2018 budget.    Action To Be Considered:    To approve the 2018‐2022 Vehicles and Equipment Capital Improvement Plan (CIP) and  the 2018 budget within that plan.    Facts:     Generally, vehicles and equipment costing more than $10,000 are budgeted in  this section of the CIP.  Equipment costing less than $10,000 is budgeted in the  departmental operating budgets unless it is Information Technology related.   The first year of this CIP (2018) is requested to be approved as a budget with the  four out years (2019‐2022) being approved only as a general plan.   The Vehicles and Equipment CIP is funded from the following funding sources:  o Equipment Revolving Fund (ERF) and the Fire Apparatus Fund – Property  Tax Levy allocations  o Enterprise Funds – revenue from operations  o E‐TV – PEG fees   A $1,500,000 property tax levy for the ERF is proposed for 2018.  Budgeted  expenditures and uses for the ERF total $2,257,650.   In order to provide adequate cash resources for the 2018‐2022 ERF portion of  the CIP, the proposed plan includes the following adjustments:  o Transfer of $1,500,000 from General Fund reserves to the ERF.  o A structural increase in Tax levy funding is proposed to begin in 2018,  with $239,945 being added to the tax levy base for the fund.      The proposed 2018 tax levy for the Fire Apparatus Fund is set to increase slightly  to $154,000. Budgeted expenditures and uses for the Fire Apparatus Fund net to  $1,090,000 after the trade in of an existing 100’ Ladder truck.     $930,000 of Bond proceeds (Equipment Certificates) are currently contemplated  as part of the Fire Apparatus Fund plan to replace a 100’ Ladder Truck.  Bonding  for the purchase is consistent with past practice and is proposed in order to  retain adequate cash resources in the fund for future purchases.      Attachments: (1)    CO‐1 CIP Listing – 2018‐2022 Vehicle and Equipment  Equipment & Vehicle  Revolving Fire Apparatus Estimated Beginning Balance 1/1/2018 143,073             996,490               Revenue:            2018 Tax Levy 1,500,000         154,000                          Bond Proceeds ‐                      930,000                          Other Uses ‐ Trade‐ In 80,000                1,095,000                      20% CIP from Utilities 25,100                 ‐                                  Transfer In from General Fund 1,500,000          ‐                       3,105,100         2,179,000           Department Expenditures:            Information Technology 125,750              ‐                                  City C lerk 48,000                 ‐                                  Community Development ‐                       ‐                                  Police 565,100              ‐                                  Fire 478,000             2,185,000                      Engineering 33,000                 ‐                                  Streets 631,000              ‐                                  Central Services Maintenance 28,000                            Parks 268,800              ‐                                             Total Expenditures 2,177,650         2,185,000           Total Expenditures 2,177,650         2,185,000                          CASH BALANCE  12/31/2017 1,070,523         990,490               Projected Revenues  2018‐2022 6,526,400         616,000               **Projected Expenditures  2018‐2022 6,136,575         800,000                              CASH BALANCE  12/31/2022 1,460,348         806,490               ** ‐ Includes Proposed Adjustments (deferred purchases) CIP SUMMARY ‐ VEHICLES AND EQUIPMENT G:\Budget\2018‐19 Budget\CIP\2018‐2022 CIP Summary.xlsx Intersection Improvements City of Eagan, Minnesota SOURCES AND USES OF FUNDS 2018 2022thru 9335 Equipment revolving fund Source 2018 2019 2020 2021 2022 143,073 1,070,523 573,698 1,017,898 1,272,248Beginning Balance Revenues and Other Fund Sources Revenue 25,100 64,300 41,400 11,400 8,60020% IT's CIP - from Utilities 1,500,000 1,530,000 1,575,900 1,623,100 1,671,700Property taxes 1,500,000 0 0 0 0Transfer from General Fund 3,025,100 1,594,300 1,617,300 1,634,500 1,680,300Total 3,168,173 2,664,823 2,190,998 2,652,398 2,952,548Total Funds Available 3,025,100 1,594,300 1,617,300 1,634,500 1,680,300Total Revenues and Other Fund Sources Expenditures and Uses Capital Projects & Equipment 03 Information Technology (61,500) 0 0 0 0Public Safety software (LOGIS) 03-140018 (5,500) 0 0 0 0Winscribe Server 03-180003 (10,800) 0 0 0 0Wireless Access Points 03-180005 (16,400) 0 0 0 0Cisco ASA Firewall (Cityhall & Fire 2) 03-180011 (3,850) 0 0 0 024 Port Switch at ETV replace 03-180012 (7,000) 0 0 0 048 Port Switch replace 03-180013 (7,000) 0 0 0 048 Port Switch replace 03-180014 (5,000) 0 0 0 0WSB Datalink module for public 03-180015 (6,500) 0 0 0 0Five new IP video surveillance cameras 03-180022 (2,200) 0 0 0 0Voice Gateway replace FS2 03-180023 0 (42,000) 0 0 0Cisco 3560x - 48 port switches 03-190002 0 (11,550) 0 0 0Cisco 3560x - 24 port switches 03-190003 0 (13,275) 0 0 0Cisco 3850x switch - 48 port (Fire 2) 03-190004 0 (100,000) 0 0 0SAN Replacement 03-190007 0 (40,000) 0 0 0VMWare servers 03-190008 0 (5,400) 0 0 0Wireless Access Points (CH-2, PD-1,CC-3) 03-190017 0 (23,500) 0 0 04507 Core Switch - PD 03-190018 0 (33,100) 0 0 04507 Core Switch - CH 03-190019 0 (52,500) 0 0 04507 Core Switch - Server Rm 03-190020 0 0 (17,100) 0 0Wireless Access Points 03-200001 0 0 (10,450) 0 0Cisco 3850 switch - 48 port (Fire 2) 03-200002 Thursday, November 30, 2017Page 1 9335 Equipment revolving fund Source 2018 2019 2020 2021 2022 0 0 (6,000) 0 0Cisco 3650 switch - 48 port (Fire 4) 03-200003 0 0 (3,550) 0 0Cisco 3650 switch - 24 port (Old Fire 3) 03-200004 0 0 (140,000) 0 0Cisco IPT Handsets 03-200005 0 0 (30,000) 0 0Cisco IPT Voice Gateways 03-200006 0 0 0 (5,400) 0Cisco Wireless Access Points 03-210001 0 0 0 (5,150) 0Voice Gateway (FS1) Router 03-210002 0 0 0 (14,000) 0Cisco 3650 48-port switch (Maint) 03-210003 0 0 0 (7,400) 0Cisco 3650 24-port switch (Maint Mezz 03-210004 0 0 0 (7,000) 0Cisco IE4000 (Brine Bldg) 03-210005 0 0 0 (2,700) 0Cisco 3650 8-port switch (Sperry Tower) 03-210006 0 0 0 (15,500) 0Cisco 48-port switch (FS1) 03-210007 0 0 0 0 (2,700)Cisco Wireless Access Points (FS2-2,NT) 03-220001 0 0 0 0 (2,700)Cisco 3650 8-port switch (Art House) 03-220002 0 0 0 0 (5,100)Ironport WSA Appliance 03-220003 0 0 0 0 (30,000)External NAS Camera Storage Upgrade 03-220004 0 0 0 0 (2,700)Cisco 3650 8-port switch (Cliff Booster Station) 03-220005 (125,750) (321,325) (207,100) (57,150) (43,200)Total 04 City Clerk (48,000) 0 0 0 052 ePollbooks and associated software 04-180001 (48,000) 0 0 0 0Total 05 Finance 0 (45,000) 0 0 0JDE Budget module and licenses 05-190001 0 (45,000) 0 0 0Total 08 Community Dev: Inspections 0 (21,000) 0 0 02006 Chevrolet Truck CN (replace unit 505) 08-190002 0 0 (21,000) 0 02009 Ford Escape (replace unit 502) 08-200001 0 0 (21,000) 0 02008 Ford Escape (replace unit 506) 08-200002 0 (21,000) (42,000) 0 0Total 11 Police (17,000) 0 0 (17,000) 0Two forensic computers 11-150005 (203,000) 0 0 (203,000) 0MDC (SQD computers) 11-180001 (12,800) 0 0 0 0SWAT Ballistic Plates 11-180005 (20,800) 0 0 0 0SWAT Helmets 11-180006 (24,000) (26,000) 0 0 01 Job assis vehicle replace (detective) 11-180011 (156,000) 0 0 0 04 Job assist vehichles replace (patrol) 11-180012 (45,000) 0 0 0 01 Job assist vehicle replace (detective) 11-180013 (16,000) 0 0 0 0COMM./HEARING PROTECTION 11-180015 (58,500) 0 0 0 0Carbine replacements 11-180016 (12,000) 0 0 0 0Shed for K9 equipment 11-180017 0 (154,000) 0 0 0Body cameras/storage 11-190002 0 (36,000) 0 0 01 Job assist vehicles replace (supvisor) 11-190005 0 (223,600) 0 0 0Mobile radios 11-190006 0 (127,200) 0 0 0Squad car cameras 11-190008 Thursday, November 30, 2017Page 2 9335 Equipment revolving fund Source 2018 2019 2020 2021 2022 0 (30,000) 0 0 0Lexipol software new 11-190010 0 (195,000) 0 0 05 Job assist vehicles replace (patrol) 11-190012 000001 Job assist vehicles replace (detective) 11-190013 0 (25,000) 0 0 01 Job assist vehicles replace (admin) 11-190014 0 0 (39,000) 0 01 Job assist vehicles replace (patrol) 11-200012 0 0 (52,000) 0 02 Job assist vehicles replace (detective) 11-200013 0 0 (36,000) 0 01 Job assist vehicle replace (patrol supervisor) 11-200014 0 0 0 (195,000) (195,000)5 job assist vehicles replace (patrol) 11-210001 0 0 0 0 (64,000)16 SWAT tactical vests 11-220001 (565,100) (816,800) (127,000) (415,000) (259,000)Total 12 Fire (360,000) 0 0 0 0Portable Radio replace 12-170001 (15,000) (15,000) 0 0 0Fire hose replace 12-170002 (18,000) (18,000) 0 0 0Replace two thermal image cameras 12-170003 (85,000) 0 0 0 0Truck MDC computers replace 12-180003 0 0 (100,000) 0 0Mobile Radios replace 12-200001 (478,000) (33,000) (100,000) 0 0Total 21 PW: Engineering (33,000) 0 0 0 0Survey/Traffic Count Van (replace unit 104) 21-180001 0 (27,000) 0 0 0Inspection vehicle pickup (replace unit 206) 21-190001 0 (20,000) 0 0 0New GPS base station 21-190002 0 0 (30,000) 0 0Inspection Vehicle SUV replace (replace Unit 106) 21-200001 (33,000) (47,000) (30,000) 0 0Total 22 PW: Streets (240,000) 0 0 0 0Single Axle Dump Truck (Replace Unit 148) 22-180012 (16,500) 0 0 0 0Pavement Router (Replace Unit 10038) 22-180038 (16,500) 0 0 0 0Pavement Router (Replace Unit 10039) 22-180039 (24,000) 0 0 0 0Light Duty 4x4 (Replace Unit 108) 22-180108 (60,000) 0 0 0 01 Ton Dump Truck w/ plow equip. (Replace Unit 127) 22-180127 (15,000) 0 0 0 0Asphalt Tack Distributor (Replace Unit 135) 22-180135 (259,000) 0 0 0 0Front End Loader w/ plow equip. (Replace Unit 145) 22-180145 0 (24,000) 0 0 0SUV (Replace Unit 109) 22-190109 0 (50,000) 0 0 01 Ton Flatbed Pickup with Plow (Replace Unit 115) 22-190115 0 (50,000) 0 0 01 Ton Flatbed Pickup with Plow (Replace Unit 116) 22-190116 0 (135,000) 0 0 0Trackless Sidewalk Machine (Replace Unit 150) 22-191150 0 (70,000) 0 0 0Crash Attenuator (2) 22-191151 0 0 (210,000) 0 0Single Axle Dump Truck (Replace Unit 111) 22-200111 0 0 (60,000) 0 0550 4x4 Dump Truck w/plow (Replace unit 112) 22-200112 0 0 0 (60,000) 0550 4x4 Dump Truck w/plow (Replace unit 117) 22-210117 0 0 0 (250,000) 0Tandem Axle Dump Truck (Replace unit 120) 22-210120 0 0 0 (60,000) 0Skid Steer (Replace unit 140) 22-210140 0 0 0 0 (60,000)Skid Steer (Replace unit 118) 22-220118 Thursday, November 30, 2017Page 3 9335 Equipment revolving fund Source 2018 2019 2020 2021 2022 0000(250,000)Tandem Axle Dump Truck (Replace unit 126) 22-220126 0 0 0 0 (60,000)350 4x4 Truck w/plow (Replace unit 128) 22-220128 0 0 0 0 (70,000)550 Sign Truck (replace unit 129) 22-220129 0000(259,000)Loader w/ Blower Attachment (Replace Unit 144) 22-220144 (631,000) (329,000) (270,000) (370,000) (699,000)Total 24 Central Svcs Maint. (28,000) 0 0 0 0Forklift (Replace Unit 401) 24-180401 0 (20,000) 0 0 01/2 Ton Pickup (Replace Unit 402) 24-180402 0 0 (10,000) 0 0Floor Sweeper (Replace Unit 403) 24-180403 (28,000) (20,000) (10,000) 0 0Total 31 Parks (40,000) 0 0 0 0Toro 328D (4x4) (replace unit 333) 31-180022 (40,000) 0 0 0 0Toro/328-D (4x4) (replace unit 339) 31-180023 (15,000) 0 0 0 0Kawasaki Mule 3000 (replace unit 345) 31-180025 (32,000) 0 0 0 0Chevy 2500 (replace unit 310) 31-180040 (38,000) 0 0 0 0Chev 2500 3/4 t 4x4 (replace unit 309) 31-180043 (39,000) 0 0 0 0New 1 ton van 31-180045 (27,000) 0 0 0 0New Ballfield groomer 31-180046 (24,000) 0 0 0 0Replace GPS unit 31-180047 (4,800) 0 0 0 0Trapp Farm parking lot lights to LED 31-180048 (5,000) 0 0 0 0Replace City logo on park ID signs 31-180049 (4,000) 0 0 0 0Replace Gardian bldg door 31-180050 0 (20,000) 0 0 0Chevy/Cobalt (replace unit 301) 31-190001 0 (30,000) 0 0 0Dodge (replace unit 302) 31-190002 0 (65,000) 0 0 0Ford F-350 (replace unit 318) 31-190003 0 (110,000) 0 0 0Toro 5900, 4wd, cab, broom (replace unit 332) 31-190004 0 (43,000) 0 0 0Chevy 2500 3/4 ton pick up (replace unit 350) 31-190021 0 (190,000) 0 0 0GMC 6500 (replace unit 315) 31-190044 0 0 (60,000) 0 0Chevy/K-20 3/4 ton 4x4 (replace unit 311) 31-200001 0 0 (110,000) 0 0Tractor JD 5425 (replace unit 321) 31-200002 0 0 (35,000) 0 0Field Striper Toro (replace unit 341) 31-200003 0 0 (30,000) 0 0Chev pickup (replace unit 303) 31-200015 0 0 (30,000) 0 0Chev 1500 1/2 t 4x4 (replace unit 305) 31-200026 0 0 (80,000) 0 0Multi-deck mower Toro/4700 (replace 327) 31-200027 0 0 (30,000) 0 0Top dresser Toro 41420 31-200028 0 0 (12,000) 0 0Turf sprayer/Fertilizer spreader 31-200029 0 0 0 (65,000) 0Multi-deck mower Toro/400 (replace 326) 31-210020 0 0 0 (110,000) 0Multi-deck mower Toro/5910 (replace 329) 31-210021 0 0 0 (48,000) 0Frontmount mower Toro/3280/Cab (replace 334) 31-210022 0 0 0 (35,000) 0Morbark M15R chipper (replace unit 344) 31-210024 0 0 0 (25,000) 0Turf Sweeper Smithco (21) (replace 347) 31-210025 0 0 0 (210,000) 0Tanker Freightliner/M2-106 (replace 312) 31-210030 0 0 0 (45,000) 0Ford/F250 3/4 ton 4x4 liftgate (replace 331) 31-210031 Thursday, November 30, 2017Page 4 9335 Equipment revolving fund Source 2018 2019 2020 2021 2022 0000(110,000)Multi-deck mower Toro/5910 (replace 328) 31-220001 0 0 0 0 (48,000)Frontmount mower Toro/GM-3280 (replace 335) 31-220002 0 0 0 0 (48,000)Frontmount mower Toro/GM 3280 (replace 338) 31-220003 0 0 0 0 (70,000)Ford/F350/Plow 1ton 4x4 (replace 308) 31-220004 (268,800) (458,000) (387,000) (538,000) (276,000)Total 65 PW: Water Quality 0000(215,000)Street Sweeper (Replace Unit 138) 65-220138 0000(215,000)Total Other Uses 50,000 0 0 0 0Trade in unit 145 (Loader with plow and wing) 30,000 0 0 0 0Trade in unit 148 (Single axle dump truck) 80,000 0 0 0 0Total (2,097,650) (2,091,125) (1,173,100) (1,380,150) (1,492,200)Total Expenditures and Uses 1,070,523 573,698 1,017,898 1,272,248 1,460,348Ending Balance 927,450 (496,825) 444,200 254,350 188,100Change in Fund Balance Thursday, November 30, 2017Page 5 9346 Fire Apparatus Revolving Source 2018 2019 2020 2021 2022 996,490 990,490 1,144,490 648,490 752,490Beginning Balance Revenues and Other Fund Sources Revenue 930,000 0 0 0 0Bond proceeds (Unit 1212 purchase) 154,000 154,000 154,000 154,000 154,000Property taxes (net debt pmts) 1,084,000 154,000 154,000 154,000 154,000Total 2,080,490 1,144,490 1,298,490 802,490 906,490Total Funds Available 1,084,000 154,000 154,000 154,000 154,000Total Revenues and Other Fund Sources Expenditures and Uses Capital Projects & Equipment 12 Fire (1,260,000) 0 0 0 0100' Ladder truck (Unit 1212) replace 12-170006 (925,000) 0 0 0 0100' Ladder Truck (1217,1220,1226 replace) 12-180007 0 0 (650,000) 0 0Fire Engine (unit 1205) replace 12-190002 0 0 0 0 (50,000)Ford Expedition (unit 1228) replace 12-200004 0 0 0 (50,000) 0Utility pick-up tow vehicle (unit 1223) replace 12-210002 0 0 0 0 (50,000)Silverado Hybrid Pick-up (unit 1211) replace 12-220002 (2,185,000) 0 (650,000) (50,000) (100,000)Total Other Uses 330,000 0 0 0 0Trade in unit 1212 engine (100 platform) 430,000 0 0 0 0Trade in unit 1217 engine (75 ladder) 315,000 0 0 0 0Trade in unit 1220 engine (50 snozzle) 20,000 0 0 0 0Trade in unit 1226 engine (1993 Fire engine) 1,095,000 0 0 0 0Total (1,090,000) 0 (650,000) (50,000) (100,000)Total Expenditures and Uses 990,490 1,144,490 648,490 752,490 806,490Ending Balance (6,000) 154,000 (496,000) 104,000 54,000Change in Fund Balance Thursday, November 30, 2017Page 6 Agenda Information Memo December 5, 2017 Eagan City Council Meeting CONSENT AGENDA P. Contract 17-07, Citywide Trail & Parking Lot Improvements Change Order No. 1 Action To Be Considered: Approve Change Order No. 1 for Contract 17-07 (Citywide Trail & Parking Lot Improvements), and authorize the Mayor and City Clerk to execute all related documents. Facts:  Contract 17-07 provides for the construction and maintenance overlay of bituminous trails and parking lots in multiple locations throughout the city as programmed for 2017 in the City’s 5-Year Capital Improvement Program (2017- 2021) and authorized by the City Council on June 7, 2016.  On May 2, 2017, the contract was awarded to Aslakson’s Service, Inc. for the base bid in the amount of $386,631.65.  Change Order No. 1 provides for the assessment of Liquidated Damages to the contractor, as provided for in the contract documents, for failure to complete the work by the date specified.  The contract completion date was October 30, 2017 for all of the nine project locations. As of October 30, 2017, there were four of the nine projects areas that had not been completed. The contractor was allowed an additional week beyond the completion date to finish the work due to weather and other unforeseen delays. The contractor was also given written notice that assessment of liquidated damages would begin on Monday, November 6th at $95.00/day for each project area not complete.  The cost change to the contract for liquidated damages totaling $855.00 (DEDUCT $855) will be deducted from payment (Major Street Fund) due to the contractor.  This Change Order has been reviewed by the Public Works Department (Engineering) and found to be in order for favorable Council action. Attachments (1) CP-1 Change Order No. 1 Change Order STATE AID FOR LOCAL TRANSPORTATION CHANGE ORDER City/County of City or Eagcan Change Order No. 1 N FEDERAL PROJECT NO. STATE PROJECT NO. LOCAL PROJECT NO. 1247 CONTRACT NO. 17-07 CONTRACTOR NAME AND ADDRESS LOCATION OF WORK Aslakson's Services, Inc. ($855.00) 1 ($855.00) 1555 Bench Street TOTAL CHANGE OP DER AMOUNT Red Wing, MN 55066 ($855.00) In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the work as altered by the following provisions. Per MnDot and City of Eagan Specifications 1807 & 1807. 1, a deduction for liquidated damages will be assessed under this contract. As explained in section 1807.1 of the special conditions (division II), the contract completion date was October 30, 2017 for all of the 9 different project iocations described in this section (page SC -7). As of October 30th, 2017, there was 4 of the 9 project areas that had not been completed. The contractor wa.; allowed an additional week beyond the October 30tH completion date to finish the work in these 4 areas due to weather and other unforeseen delays. The contractor was also given written notice that assessment of liquidated damages would begin on Monday, November 6th at $955.00,day for each project area not complete per Eagan Specification 1807.1. The breakdown of liquidated damages is as follows: Monday 11-6-2017 - No work was done on any of the remaining 4 project areas. 4 (areas) x $95.00/day (liquidated damages) = $380.00 Tuesday 11-7-2017 - Completed 2 of the 4 remaining project areas. 2 (areas) x $95.00/day (liquidated damages) = $190.00 Wednesday 11-8-2017 - Started on but did not complete 1 of the 2 remaining project areas. There are still 2 remaining project areas at the end of the day. 2 (areas) x $95.00/day (liquidated damages) = $190.00 Thursday 11-9-2017 - Completed 1 of the 2 remaining project areas .1 (area) x $95.00/day (liquidated damages) = $915.00 Friday 11-10-2017 - Completed last remaining project area. No liquidated damages charged. Liquidated damages totaling $855.00 will be deducted from payment dura to the contractor. COST BREAKDOWN Item No. Item Unit Unit Price lQuantity l Amount 601 LIQUIDATED DAMAGES LS ($855.00) 1 ($855.00) 71- W Change Order No. 1 u otai: ($855.00) * Funding category is required for federal projects. 11/15/2017 �' Chm*e Ordcr Due to this change the Contrad Time: a. [ j Is Increased Working by Days [ ] Is Decreased VVoTWng by Days [ j Is Increased Caiemlar by Days { ] is Decmased Calendar by Days Approvea8y'rct Eng' Aaron Nelson Signed Date: Phone: (651) 675-660 Pap 2 of 2 b. [ X ] Is NO Changed c. [ I May be revised Fi work affected the controf9ing option Original to Project Engineer; Copy to Contractor Approved $y ntractor: Aslakson's Smicas, Inc. Signed Date; li*. 11" zw') Phom [651 ] 38&3330 Once co+nract has been fully executed, forward a copy to DSAS for funding review: The State of Minnesotan is not a participant in this contract; signing by the District State Aid Engineer Is for FUNDING PURPOSES ONLY. Reviewed for compliance with State and Federal Aid Ru Pollcy. Eligibility does not guarantee funds will be available. This prod is eligible for: Federal Funding State Aid Funding Local fronds District State Aid Engineers Date: 11/15/2017 Agenda Information Memo December 5, 2017 Eagan City Council Meeting CONSENT AGENDA Q. Approve Stormwater Management System Maintenance Agreement Cedar Bluff Townhome Condominium Association, Inc. Action To Be Considered: Approve a Stormwater Management System Maintenance Agreement with Cedar Bluff Townhome Condominium Association, Inc., for property located at Hill Ridge Drive, River Bluff Court, River Bluff Drive, and Valley Ridge Drive, and authorize the Mayor and City Clerk to execute all related documents. Facts:  Cedar Bluff Townhome Condominium Association, Inc., owner of a portion of Lot 12, Block 1, Robert Karatz Addition common elements , has renovated 2.68 acres of existing asphalt parking areas and drive lanes of private streets on the site. The scale and type of proposed improvements required a grading permit and compliance with City Code Sec. 4.34 to meet City stormwater requirements (involving providing pre-treatment of stormwater runoff before discharge).  In order to meet City Code Sec. 4.34 stormwater requirements for pre- treatment of stormwater discharge for the 2.68 acres of renovated impervious surface, the applicant has constructed two catch-basin sump structures with a minimum sump depth of four feet with floatables skimmer hoods.  The City requires a long-term maintenance agreement with the owner to ensure continued and proper functioning of the private stormwater management system, which contributes to the public stormwater management system.  The agreement, including exhibits provided by the owner’s consulting engineer, has been reviewed by the City Attorney’s Office and Public Works Department staff, and found to be in order for favorable Council action . Attachments (1) CQ-1 Stormwater Management System Maintenance Agreement STORMWATER MANAGEMENT SYSTEM MAINTENANCE AGREEMENT This Stormwater Management System Maintenance Agreement ("Agreement") is made this day of , 2017, by and between Cedar Bluff Townhome Condominium Association, Inc., a Minnesota nonprofit corporation (the "Owner"), and the City of Eagan, a Minnesota municipal corporation (the "City"). The Owner and the City shall jointly be referred to as the "Parties". WHEREAS, the Owner is the fee owner of real property legally described as: A portion of Lot 12, Block 1, Robert Karatz Addition identified as common elements under CIC 358 (the "Property"); and WHEREAS, Owner has submitted a grading permit application for land disturbance activity affecting approximately 2.68 acres to renovate existing asphalt parking areas and drive lanes of private streets (Hill Ridge Drive, River Bluff Court, River Bluff Drive and Valley Ridge Drive). A plan set including stormwater management practices ("Site Plan") has been submitted with the application with latest revisions dated j q"x 250 '2017. The approval of a grading permit for a project of this scope includes compliance within Eagan City Code Chapter 4.34 that the Owner shall meet City stormwater requirements (involving providing pre-treatment of stormwater runoff before discharge); and WHEREAS, the approved "Site Plan" includes stormwater management practices, including two catch -basin sump structures with a minimum depth of four feet with floatables skimmer hoods, referred to as the "Stormwater Management System", (including all components designed to convey stormwater on & off the site, treat stormwater runoff, and ensure safety of the Stormwater Management System). The pertinent pages from the Site Plan, and City Council minutes excerpts are attached hereto as Exhibits Q -F and incorporated herein; and WHEREAS, the Owner shall install the Stormwater Management System in order to comply with Eagan City Code Chapter 4.34, "Post Construction Storwmater Management Requirements" for the purpose of on-site stormwater management, for the protection of the City's downstream water bodies; and GP EX -09-1709 Pg. 1 WHEREAS, the City requires the Owner to install, operate and maintain the Stormwater Management System in good working order acceptable to the City, in accordance with the terms and conditions set forth in this Agreement, and in accordance with standards within the Minnesota Pollution Control Agency's Stormwater Manual. WHEREAS, the Owner and the City desire to make certain mutual provisions to memorialize the allocation of responsibilities and obligations for the construction, operation, maintenance, repair and replacement of the System (the "Requirements"), as between the Parties, on the terms and conditions hereinafter set forth; NOW, THEREFORE, in consideration of the foregoing recitals, and the covenants and agreements on the part of each Party to the other, as hereinafter set forth, the Parties agree as follows: 1. Operations & Maintenance. The Owner shall substantially comply with all implementation, operation, inspection and maintenance recommendations in the Minnesota Pollution Control Agency's Stormwater Manual and the following additional requirements, all at its sole cost and expense: a. The Stormwater Management System shall be inspected annually by a qualified person, with demonstrated stormwater best management practice inspection and maintenance experience, including inspection and maintenance of the sediment and floatables capture structures, selected by the Owner, and approved by the City Engineer. b. The Owner shall submit an annual inspection and maintenance report to the City, to be received by mail or electronically no later than September 1St, of the Stormwater Management System. The report shall include the following: i. Date and time of annual inspection; ii. Detailed log of inspection findings / maintenance needs of individual stormwater best management practices; iii. Date, time and description of maintenance performed; and iv. Supporting photographs. All settled solids, floatable litter and other material obstructions, that could inhibit proper function of the Stormwater Management System, shall be promptly removed and disposed of properly, by the Owner. At a minimum, all sediment collection catch -basin sumps shall be inspected in the spring and fall of every year and shall be completely cleaned if sediment deposition depth is two -feet in depth or floatable litter covers more than 25% of the sump water surface. d. The Owner shall complete any necessary repairs and/or preventative maintenance procedures in a timely manner to ensure proper functioning of the Stormwater Management System, and in compliance with maintenance requirements in Eagan City Code Chapter 4.34, "Post -Construction Stormwater Management Requirements". GP EX -09-1709 pg. 2 e. Owner specifically grants City access to, from and across the Property in order to evaluate and inspect the Stormwater Management System, as necessary, in order to ascertain that the practices are functioning as planned and in compliance with City stormwater management requirements. The City may recommend any corrective actions required to bring the Stormwater Management System into proper operating condition. 2. Standards for Performance. Any act of construction, maintenance, repair or replacement to be performed under this Declaration shall be performed in a good and workmanlike manner pursuant to sound engineering practices and in compliance with all applicable governmental requirements. 3. Remediation and Waiver of Rights. 3.1 Remediation Plan. If the City determines that a Storm Water Management System does not conform to the Requirements of the City, the City shall notify the Owner of the deficiency in writing. The Owner shall submit a proposed remediation plan and schedule to the City within thirty (30) days after receipt of such notice. If the proposed remediation plan and schedule are not acceptable to the City, the City shall notify the Owner of the deficiency, and the Owner shall submit a revised plan to the City within fourteen (14) days after receipt of such notice. 3.2 Failure to Repair. If the Owner fails to submit a proposed remediation plan and schedule to the City as prescribed above, or fails to implement a City -approved remediation plan to bring the Storm Water Management System into compliance with the Requirements, then at the sole cost and expense of the Owner, the City shall have the right, but no obligation, to prepare a remediation plan for the Storm Water Management System and complete all work necessary to correct the Storm Water Management System so as to bring it into compliance with the Requirements. 3.3 Reimbursement to the City. The Owner shall reimburse the City within thirty (30) days after receipt of an invoice from the City for any and all costs incurred by the City in connection with preparing a remediation plan for the Storm Water Management System and all work completed by the City to bring the Storm Water Management System back into compliance with the Requirements. 3.4 Waiver of Rights. If the Owner does not timely reimburse the City, the City may recover its costs by levying a special assessment against the Property. The Owner, on behalf of itself and its successors and assigns, hereby acknowledges the benefit of such maintenance to the Property and waives any rights to hearings or notice of hearings relating to the levying of any City assessments or the right to contest the assessments under Minnesota Statutes § 429.081. 4. Amendment. Notwithstanding anything herein to the contrary, no amendment, release or termination of any of the provisions of this Agreement shall be effective or may be filed of record unless the City consents to the amendment, release or termination. Such consent must GP EX -09-1709 pg. 3 be evidenced by a resolution duly approved by the City Council or successor body. The Owner, on behalf of itself and its successors and assigns, expressly acknowledges and agrees that the City has no obligation whatsoever to approve or act upon any proposed amendment, release or termination, and may withhold or delay consent for any reason or none whatsoever, or may condition consent upon such terms as the City deems desirable, it being the City's absolute right and prerogative to insist that the terms of this Agreement remain in effect and unaltered and to permit amendment, release or termination only at such times and under such circumstances, if any, as the City deems desirable in the exercise of its discretion. The Owner, on behalf of itself and its successors and assigns, further agrees and covenants, consistent with this acknowledgement, not to institute any legal proceedings against the City on the grounds that the City failed to respond appropriately to a proposed amendment, release or termination, and to indemnify the City against any expense, including litigation costs, which the City incurs as a result of any violation of this covenant. The City may, at any time, give up the right to approval granted hereunder, said action to be evidenced by City Council resolution. Notwithstanding anything herein to the contrary, the Property shall not be deemed dedicated to the public or otherwise public land, and the City shall have no obligation and no right, not otherwise existing independent of this Agreement, under this Agreement, or under the ordinances, statutes and other laws under which the City operates, to maintain or administer Property. 5. Enforcement. If the Owner fails to comply with this Agreement, the City may enforce this Agreement by legal action or any other remedy available to the City, and the Owner shall be responsible for the City's costs and expenses of enforcement and/or remediation, including reasonable attorneys' fees, and any associated maintenance and repair costs, within thirty (30) calendar days after receiving are request for reimbursement. 6. Governing Law. This Agreement shall be construed under and enforced in accordance with the laws of the State of Minnesota. 7. Authorijy. The Owner covenants with the City that it is the fee owner of the Property as described above and has good right to create the covenants contained herein. 8. Duration. The covenants contained herein shall run with the Property in perpetuity and shall bind the Owner and its successors and assigns. 9. Recording Agreement. The City shall record this Agreement against the Property with the Dakota County Recorder's Office upon full execution of this Agreement. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and year first above written. [Signature pages to follow.] GP EX -09-1709 pg. 4 Stormwater Management System Maintenance Agreement Signature Page of Owner Owner (or Representative) Contact Information for Long -Term Inspection/Maintenance: Name: �.l 1 N. KySYp L �� 0,,C j sI Iy °'�+��r�a je evll Title: 4'SSOc 1 q �� ONa;c� Street Address: � �� ri- A L o � e R) , S L, I1-�- City, State, Zip: M c �,,c , H N � S 3 6 Telephone: -� 6� • L4 -9 Email: SerV I ee 0 Om2 S? rA OWNER: Ced `£ownhome Condominium Association, Inc., a Minne nonvr j�aaorat[on - int name) Its: a ¢ S! bzf✓%- STATE OF MINNESOTA) )SS. COUNTY O The foregoing was acknowledged before me this ��day of 2017, by zo��. )_ , the ( -Y ICjy of Cedar Bluff Townhome Condominium Association, Inc., a Minnesota nonprofit corporation, on behalf of the nonprofit corporation. i 1 KEE] WILSON Notary Public - MINNESOTA pires Jan. 31, 2022 GP EX -09-1709 pg. 5 CITY: 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 was acknowledged before me this day of , 2017, by Mike Maguire and Christina M. Scipioni, the Mayor and Clerk of the City of Eagan, a Minnesota municipal corporation, on behalf of the municipal corporation. Notary Public THIS INSTRUMENT WAS DRAFTED BY: Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 (952) 432-3136 (RBB: 206-4768) GP EX -09-1709 pg. 6 Exhibit B Z . w1 ° Alt o[�'w.[ Exhibit B NORTH PARTIAL SITE PLAN ILSs mZ q ._ SRRRR Z V, �'72 ke! , Agenda Information Memo December 5, 2017 Eagan City Council Meeting CONSENT AGENDA R. Approve A Resolution To Proclaim May 17, 2016 and May 16, 2018 As Arbor Day And The Month Of May 2017 and 2018 As Arbor Day Month In The City Of Eagan Action To Be Considered: To acknowledge Eagan as the recipient of the 2017 Tree City USA Award from the National Arbor Day Foundation, and approve the Arbor Day Resolution setting Wednesday, May 17, 2017 as Arbor Day and May 2017 as Arbor Month in the City of Eagan for 2017; and Wednesday, May 16, 2018 as Arbor Day and May 2018 as Arbor Month in the City of Eagan for 2018. Facts:  Eagan has received the Tree City USA community designation from the National Arbor Day Foundation for the 30th consecutive year. Each year the Parks and Recreation Department conducts an Arbor Day program which includes participation in a tree planting project. This year the 31st annual event was held at Trapp Farm Park on Wednesday, May 17th.  Recognition as a Tree City is based on efforts by the City to promote tree planting in the community annually and the resolution attached helps demonstrate that effort.  To become a Tree City USA City, a community must meet four standards: a tree/forestry board or department/division, a tree care ordinance, a comprehensive community forestry program, and an Arbor Day observance.  Eagan has demonstrated progress in the following forestry activities: Publications, parks and open space, and improved City Ordinance.  Staff presents to City Council both the 2017 dates and 2018 dates for these requirements. Attachments: (1) CR-1 Resolution for both 2017 and 2018 CITY OF EAGAN RESOLUTION A PROCLAMATION OF EAGAN ARBOR DAY AND EAGAN ARBOR MONTH WHEREAS, trees are a most valuable resource in the State of Minnesota and City of Eagan – purifying our air and water, helping conserve our soil, serving as a recreational settings, providing habitat for wildlife for all kinds, and enriching our lives in so many important ways; and WHEREAS, pollutants, tree diseases and urban expansion have damaged and continue to threaten our trees, creating the need for reforestation programs and concerted public action toward ensuring the future of out City’s urban forests; and WHEREAS, each year the people of Minnesota pay special attention to the wonderful gift that our trees represent and dedicate themselves to the continued health of our state’s trees; and WHEREAS, The City of Eagan has been recognized as a Tree City USA community by the National Arbor Day Foundation since 1988 and desires to continue its tree-planting programs; NOW, THEREFORE, BE IT RESOLVED that the Eagan City Council does hereby proclaim Wednesday, May 17, 2017 and Wednesday, May 16, 2018 to be ARBOR DAY and the month of May for both 2017 and 2018 to be ARBOR MONTH in the City of Eagan. BE IT FURTHER RESOLVED that the Mayor and Council further urge citizens to become more aware of the importance of trees to the well-being of our community; and to participate in City tree planting programs which will ensure a greener place for our citizens to live in the decades to come. CITY OF EAGAN CIT Y COUNCIL By: __________________________ Mayor Attest: _______________________ City Clerk Motion made by: Seconded by: Those in favor: Those against: Dated: 12-5-17 CERTIFICATION I, Christina M. Scipioni, City Clerk of the City of Eagan, Dakota County, Minnesota, do hereby certify that the foregoing resolution was duly passed and adopted by the City Council of the City of Eagan, Dakota County, Minnesota, in a regular meeting thereof assembled this 5th day of December, 2017. ______________________________________ City Clerk Agenda Information Memo December 5, 2017 Regular City Council Meeting CONSENT AGENDA S.Approve transfer of $1,500,000 from the General Fund balance to the Equipment Revolving Fund for capital purchases Action to be considered: To approve a transfer of $1,500,000 from the General Fund to the Equipment Revolving Fund. Facts: In conjunction with approval of the 2018-2022 Vehicles & Equipment Capital Improvement Plan (Item O on Consent), staff proposes to utilize General Fund balance in excess of the target range to help fund capital expenditures. Capital needs in both Public Safety and IT have been trending higher. In the next five years, public safety expenditures for radios and mobile digital computers in both squad cars and fire trucks as well as replacement of squad car cameras will total almost $900,000. (These are costs over and above the purchase of replacement squads and fire trucks.) Additionally, IT capital costs over the next five years are estimated at $750,000. All of these purchases will be funded by the Equipment Revolving Fund (ERF). To stabilize the ERF for the longer term, (a) the 2018 levy will be increased by $239,945 from 2017, (b) and this one-time infusion of $1,500,000 is proposed. The 2018 levy for the Facilities Renewal & Replacement Fund will be decreased by $115,881 as part of a rebalancing of capital funds based on needs. As of December 31, 2016, the General Fund balance in excess of 45% (high end of the target range) was $2,407,599. General Fund revenues for 2017 are projected to exceed budget by more than $2,000,000 due to development-related fees, which will add to the excess fund balance. Utilization of General Fund balance for a one-time transfer for capital purchases is a best-practices use of fund balance and reduces the need to levy additional taxes. Attachments: (0) Agenda Information Memo December 5, 2017 Regular City Council Meeting CONSENT AGENDA T.Approve transfer of $2,223,726 to effectively pay off an interfund loan from the Public Utilities Fund to the Civic Arena Fund Action to be considered: To approve a transfer of $2,223,726 from the Public Utilities Fund to the Civic Arena Fund to pay off an interfund loan Facts: In conjunction with the geothermal and other improvements made to the Civic Arena in 2010, $875,000 in outstanding 1998B Arena bonds and $1,665,000 of improvement costs were rolled into a $2.55 million internal loan from the Utilities Fund to the Civic Arena Fund with a 20-year amortization. Based on projections of energy savings coupled with expected growth of the Arena revenues and expenses, it was anticipated the fund had the capacity to pay the annual debt service payments of $182,000. Because the energy savings and revenue growth have fallen short of expectations, the Arena fund has been unable to retire the internal debt according to the schedule for the past several years. The current balance of $2,223,726 is essentially unchanged from 2014. On November 1, 2017, the Finance Committee met to discuss the matter and directed staff to place this transfer on the consent agenda of a subsequent regular Council meeting. Attachments: (0) Agenda Information Memo December 5, 2017, Eagan City Council Meeting CONSENT AGENDA U. Approve Easement Vacation/Final Subdivision for Danner Family 1st Addition – Johnson Property Services, LLC Actions To Be Considered: To approve an Easement Vacation of public drainage and utility easements within Dakota County Right-of-Way Map #272. AND To approve a Final Subdivision (Danner Family 1st Addition) to create one lot and an outlot upon approximately 10 acres located in the SE ¼ of Section 12, east of Dodd Road and south of Yankee Doodle Road. Required Vote For Approval:  Majority of Councilmembers present Facts:  The Comprehensive Guide Plan Amendment, Rezoning and Preliminary Subdivision for Danner Family 1st Addition was approved on June 6, 2017.  The subdivision creates one lot and an outlot.  The proposed development calls for a 200 unit self-storage facility comprising approximately 24,750 sq. ft. on the western 2.2 acres of the 10 acre site.  The vacation request has been reviewed by Public Works (Engineering Division) staff and found to be in order for favorable Council action to coincide with approval of the Danner Family 1st Addition plat.  On July 18, 2017, a public hearing was held on the vacation of easements acquired under a Dakota County Transportation project (Right -of-Way Map #272). The public hearing was closed and action continued to be concurrent with approval of the Danner Family 1st Addition plat. No objections have been received to date.  The Dakota County Surveyor has reviewed plat and okayed it for mylars.  The development plans and plat have been reviewed by staff and are consistent with the preliminary approvals.  All documents and agreements are anticipated to be in order for execution at the City Council meeting on December 5, 2017. Issues: None Attachments: (5) CU-1 Location Map CU-2 Easement Vacation Legal & Graphic CU-3 Resolution CU-4 Final Plat CU-5 Development Contract PR OMONTOR Y PL BECKER ROAD CO. RD. NO.63 (DELAWARE TRAIL)APOLLO ROAD MIKECOLLINSDRBORCHERTLN JOYCE CTCHAPEL LANE RITA CT RANDOMRDCIRCLE SALLY WREN LNROLL LN.CHAPEL LANE R E D OAKCT 77TH REDOAKDRREDOAKDRRED OAK DRROLLING HILLS DRLOUIS LANEGREATOAKSPLG REAT O AKSLN EL RENE ROADTRAILS END RD IVY CTIVY L A N E WOODLANDTR AILMIKE COLLINS DRELRENEROADG R E A T O A K S C IR STREET ROLLINGHILLSDRR O L L I N G HILLS P LBLACKOAKDRBLACKOAKDRR O L L I N G H I L L S C R ROLLING HILLS CTHILLSIDE DR ROLLINGHILLSDRHILLSIDE CTROLLINGHILLS DR KUTOFFCTGREAT OAKS TRAIL HOLIDAY LNCOURTHOUSE LN EL RENE ROADELRENEROADW E S T TANGLEWOODCTC O .R D .N O .28(Y A N K E E DOODLE RD.) CO. HWY. NO. 28 (YANKEE DOODLE RD.)MI K E C O LLIN S D R S T A T E T R U N K H WY. N O1 4 9 S T A T E T R U N K H W Y. N O. 1 4 9 STATETRUNK HWY.NO.55 STATE TRUNK HWY. NO. 55 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: Danner Family 1st AdditionRequest: Final SubdivisionCase N o.: 12-FS-02-02-17 Subject Site IG. 2 IJ Vi Jf 1�_I\ _AGAiIV 1,,DV.: TIAL I FURR OAK `SARK' c i H A DIT!'" L u;:i�:C �� `Ir.f�i: o - ZCJ UID V .I �o ooh o a '1 � &09 0° � �0 o o -a C � vOOi 0 O D n n D m A A W r O n � m O p voo - ao ac m moo 3 c fl= o 0 p Q d E B C O� ➢ z D 0 �. 0 c; °3% 01 C C- 6-3 oocnn z z 0 0_.o C fD d z _ .._.._ _ __ DRAINAGE AND UTILITY EASEMENT PER DAKOTA_ N y ti o 0 o i COUNTY ROAD RIGHT WAY MAP NO_272 0 n 0 m �.� ;C n ter_ -- _ .OF a D > ax 0z m O C7 mm L z Jc V�1 0� O C� ! p O D a� �oD mN N r.� o 00 r1 n o i m3 ao� :1 z >> i m nz�z D 0 p C7 C7 ZAz"' CJ C7 -, ��o m oA I s .Z7 -n Nyo� D I )' C7 C7 C7 C7 t7 ----- 150---'-Ilj- O I I } 1 ` + }`l i a; 1AI i I Z 1I 1 p rt ' Q N Tl C))> _i OC _ >> '_ O �-i �-i —CA� }l engi neer%. ad File: 117030-SKETCILda g ! 11 1 L11J 1 l ngFolder � `� 4: 8059 I'Drawn Description Sketch for: • `CD° rn¢¢vuwm+xs uHnwwtraxs wmsuaverons wvnsc,e�nncgnscrs by: TSS -- .•-' Danner Inc. F(1650691-1914 :-Wa 2422 Ei rtcr)m�[ Omc Fax: 6A1-9488 mmd= neigh". MN 5517A www.pioncarnlc•wm IG. 2 EXHIBIT "A" RESOLUTION CITY OF EAQ—AN WHEREAS, a regular meeting of the City Council of the City of Eagan, Dakota County, Minnesota, was held on the 51h day of December, 2017, at 6:30 p.m. at the City Hall located at 3830 Pilot Knob Road, Eagan, Minnesota; and WHEREAS, pursuant to M.S.A. §412.851, the Mayor convened the public hearing to consider the proposed vacation of drainage and utility easements lying over, under and across the following described real property in the City of Eagan, County of Dakota, State of Minnesota, described as follows: Commencing at the South Quarter of the Southeast Quarter of the Southeast Quarter of Section 12, Township 27, Range 23, Dakota County, Minnesota as delineated and dedicated on DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO. 272, according to the recorded map thereof, said Dakota County. WHEREAS, the Council at a regular meeting on the 201h day of June, 2017, accepted a petition to vacate said public drainage and utility easements pursuant to a petition and scheduled a public hearing on the vacation for the 181h day July, 2017, at 6:30 p.m. at the City Hall; and which hearing was closed and continued to coincide with future City Council consideration of the Danner Family First Addition final plat; and WHEREAS, an Affidavit of Publication of Notice of Hearing in the Sun Thisweek newspaper, dated June 30 and July 7, 2017, relative to the proposed vacation was submitted; and WHEREAS, it having been determined that other than petitioner, there are no other parties, including public utility companies, having an interest in said drainage and utility easements, and it appearing that it is in the public interest to vacate such easement, and there being no objections; NOW THEREFORE, it was resolved that the drainage and utility easements lying over, under and across the following described property is hereby vacated: Commencing at the South Quarter of the Southeast Quarter of the Southeast Quarter of Section 12, Township 27, Range 23, Dakota County, Minnesota as delineated and dedicated on DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO. 272, according to the recorded map thereof, said Dakota County. Dated: December 5, 2017 ATTEST: By: Christina M. Scipioni Its: City Clerk Motion made by: Seconded by: Those in favor: Those against: CITY COUNCIL - CITY OF EAGAN By: Mike Maguire Its: Mayor CERTIFICATION I, Christina M. Scipioni, City Clerk of the City of Eagan, Dakota County, Minnesota, do hereby certify that the foregoing resolution was duly passed and adopted by the City Council of the City of Eagan, Dakota County, Minnesota, in a regular meeting thereof assembled this 5t" day of December, 2017. Christina M. Scipioni, City Clerk THIS INSTRUMENT WAS DRAFTED BY - Engineering Division Public Works Department City of Eagan 3830 Pilot Knob Road Eagan MN 55122 CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS DEVELOPMENT CONTRACT BY AND BETWEEN THE CITY OF EAGAN AND JOHNSON PROPERTY SERVICES, LLC FOR THE DEVELOPMENT OF DANNER FAMILY 1ST ADDITION THIS INSTRUMENT WAS DRAFTED BY: DOUGHERTY, MOLENDA, SOLFEST, HILLS & BAUER, P.A. 14985 Glazier Ave. #525 Apple Valley, Minnesota 55124 (952) 432-3136 MGD/kmw (206-38631) 1 THIS AGREEMENT, made and entered into the _____ day of ____________, 2017 by and between the City of Eagan, a Minnesota municipal corporation, ("City"); and Johnson Property Services, LLC, a Minnesota limited liability company ("Developer") and Danner Family Limited Partnership, a Minnesota limited partnership ("Owner"). WHEREAS, the Developer has applied to the City for approval of the plat or subdivision known as Danner Family 1st 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, Developer and Owner 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 - Johnson Property Services LLC a Minnesota limited liability company. 2 Development - The subdivision of the Property and the installation and construction of all Improvements required in order to make Lot 1 suitable for the Developer's intended use, as approved by the City. Development Manager - Jeff Johnson whose address is 3432 Denmark Avenue Suite 102, Eagan, 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 - Brian Molinaro, MN License No.47504, 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 Lot 1 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 subcontractors or by one directly or indirectly employed by any of them. 3 Landscape Architects - Jennifer L. Thompson, MN License No. 44763, a registered professional landscape architect licensed to practice in Minnesota. Lot 1- That part of the Property legally described as Lot 1, Block 1, Danner Family 1st Addition, which is being sold to the Developer contemporaneously herewith. Outlot - A platted lot to be developed for a use which will not involve a building or to be reserved for future replatting before development. Owner - Danner Family Limited Partnership, a Minnesota limited partnership. 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 Owner 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 4 regulations and (ii) conditions and requirements upon all which preliminary approval is expressly conditioned. Surveyor - Peter 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 of Lot 1 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, Developer and Owner. 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. Lot 1 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, 5 Landscape Architects, and/or Surveyor with duly noted certification thereon, and shall have been 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 prepared by: Peter Hawkinson Minnesota License No. 42299. Plan II – Site Plan dated 4/19/17, with a final revision date of 9/20/2017, prepared by: Brian Molinaro, Minnesota License No. 47504. Plan III – Grading Plan dated 4/19/17, with a final revision date of 9/20/2017, prepared by: Brian Molinaro, Minnesota License No. 47504. Plan IV –Utility Plan dated 4/19/17, with a final revision date of 9/20/2017, prepared by: Brian Molinaro, Minnesota License No. 47504. Plan V – Erosion Control Plan dated 4/19/17, with a final revision date of 9/20/2017, prepared by: Brian Molinaro, Minnesota License No. 47504. Plan VI - Landscape Plan dated 4/19/17, with a final revision date of 9/20/2017, prepared by: Jennifer L. Thompson, Minnesota License No. 44763. Plan VII – Tree Preservation Plan dated 4/19/17, with a final revision date of 9/20/2017, 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 6 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; 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 Lot 1 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 Dec. 31, 2017 b) Site Grading to occur with building permit c) Restoration and Soil Stabilization with 7 days of completion of grading d) Utilities (sanitary, water, storm sewer) to occur with building permit 7 e) Landscaping & Tree Mitigation Prior to Cert. of Occupancy 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 and Owner hereby grant 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 Six Thousand and no/100 Dollars ($6,000.00) securing the full performance of this Development Contract. The Developer shall furnish the City with the Financial 8 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 Lot Corners $ 300.00 Tree Mitigation $5,700.00 Total “A” Improvements: $6,000.00 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 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. 9 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 Twenty-Three Thousand Two Hundred Forty and No/100 Dollars ($23,240.00) in satisfaction of the City's park dedication requirements as provided for by the City Code. The charge is calculated as follows: New building area of 24,750 square feet, at Nine Hundred Thirty-Nine and No/100 Dollars ($939.00) for each 1,000 square feet, which shall be paid pat time of Building Permit 7.2 Trail Dedication. The Developer shall pay a trail dedication fee of One Thousand two hundred eighty-nine and No/100 Dollars ($1,289.00) in satisfaction of the City Park Trail Dedication requirement as provided by the City Code. The charge was calculated as follows: 10 One (1) lot at One Thousand two hundred eighty-nine and No/100 Dollars ($1,289.00) per lot. 7.3 Water Quality. This development shall meet with City’s post-construction stormwater management requirements, including 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. A minimum of 5,155 cubic feet of effective volume control infiltration basin capacity shall be provided including pre-treatment sump with effective floatables skimmer containment (based on 1.291 acres of on-site contributing/effective impervious area for retention of a 1.1” event). A stormwater management system maintenance agreement shall be executed as evidence of the Developer’s monitoring and maintenance obligations. SECTION VIII ASSESSMENTS AND CONNECTION CHARGES 8.1 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 ten (10) years as allocated between Lot 1 and Outlot A as set forth in Exhibit C attached hereto. The Developer and Owner hereby waive any rights to a hearing or notice of a hearing relating to the special assessments and also expressly waive any right to object to such assessments, as provided for under Minn. Stat. §429.081. 8.2 Financial Obligation. The Owner 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 as set forth in Exhibit C. The Owner 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: 11 ITEM QUANTITY RATE AMOUNT Trunk Water Main (non-res.) 7.66 ac $3,361.20/ac $25,746.79 Trunk Storm Sewer (non-res.) 83,623 s.f. $0.20/s.f. $16,724.60 Lateral Water Main (non-res.) 790 l.f. $48.45/l.f. $38,275.50 Lateral Sanitary Sewer (non-res.) 365 l.f. $38.00/l.f. $13,870.00 TOTAL $94,616.89 SECTION IX RESPONSIBILITY FOR COSTS 9.1 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. 9.2 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 sustained or costs incurred resulting from the Development and/or the breach of this Contract by Developer. 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 any such breach by Developer, including attorneys' fees. The Owner shall hold the City and the City’s officers, employees, and agents harmless from claims made by Owner and third parties for damages sustained or costs incurred resulting from the Plat approval and/or the breach of this Contract by Owner. The Owner shall indemnify the City and the City’s officers, employees, and agents against 12 all costs, damages or expenses which the City may pay or incur in consequence of any such breach by Owner, including attorneys’ fees. 9.3 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. 9.4 Payment of Special Assessments. The Owner 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. 9.5 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 relating to the Property, except Lot 1, as and when the Property is developed. 9.6 Waiver. On behalf of itself and all the successors and assigns having an interest in the Property, the Developer and Owner waive all rights they 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. SECTION X EVENT OF DEFAULT 10.1 Occurrence. Each of the following occurrences shall constitute an event of default under this Contract. 13 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. h) Owner shall fail to perform any of the terms or conditions to be kept or performed by Owner under this Contract. 14 SECTION XI REMEDIES 11.1 Performance by the City. In the event of a default by the Developer or the Owner, the City may, at the City's option, perform the work in default and the defaulting party shall promptly reimburse the City for any expense incurred by the City. Except in emergency situations, the City shall endeavor to give the Developer or Owner, as the case may be, 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 and Owner waive 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 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. 15 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, 9.2 and 9.4. 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. 16 SECTION XIV MISCELLANEOUS 14.1 Compliance. The Developer and Owner represent 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 or Owner 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 and Owner represent and warrant that they have all the authorization and power necessary to make this Contract binding upon themselves, their 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. Neither the Developer nor the Owner may assign this Contract without the written permission of the City Council. The Developer's and Owner’s obligations 17 hereunder shall continue in full force and effect even if the Owner sells one or more lots, the entire Property or any part of it. 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. IN WITNESS WHEREOF, we have hereunto set our hands and seals. CITY OF EAGAN: DEVELOPER: Johnson Property Services LLC ________________________________ _____________________________ By: Mike Maguire By: __________________________ Its: Mayor Its: __________________________ Date: ________________________ ________________________________ Attest: Christina M. Scipioni Its: City Clerk (SEAL) 18 DEVELOPMENT CONTRACT OWNER: APPROVED AS TO FORM: Danner Family Limited Partnership ______________________________ By: Black Dog Properties, Inc. By: Eagan City Attorney Its: General Partner Date: ________________________ By: ___________________________ Marlon L. Danner APPROVED AS TO CONTENT: Its: President Date: _________________________ _______________________________ By: Community Development Department Date: __________________________ 19 STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) On this _____ day of _______________, 2017, 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 Deputy Clerk acknowledged said instrument to be the free act and deed of said municipality. _________________________________ Notary Public STATE OF MINNESOTA ) ) ss. COUNTY OF _________ ) The foregoing instrument was acknowledged before me this ____ day of ____________, 2017 by _______________________, the __________________ of Johnson Property Services LLC, a Minnesota limited liability company, on behalf of the limited liability company. ___________________________________ Notary Public STATE OF NEVADA ) ) ss. COUNTY OF __________________ ) The foregoing instrument was acknowledged before me this ____ day of ____________, 2017 by Marlon L. Danner, the President of Black Dog Properties, Inc., the General Partner of Danner Family Limited Partnership, a Minnesota limited partnership, on behalf of the limited partnership. ___________________________________ Notary Public 1 Exhibit A Insert Final Plat 1 Exhibit B (Conditions of Approval) 1. The developer shall comply with these standards conditions of plat approval as adopted by Council on February 2, 1993: A1, B1, B4, C1, C2, C4, E1, F1, G1 and H1 2. The property shall be platted. 3. The applicant shall provide building material percentage details for all elevations at time of Building Permit. 3. Mechanical equipment shall be screened per City Code requirements. 4. The Landscape Plan shall be revised to meet City Code requirements for minimum amounts of required plant material and minimum size at time of planting. 5. The applicant shall fulfill required tree mitigation through the installation of nineteen (19) Category B trees. This required Tree Mitigation Plan shall be in addition to any landscape requirement. 6. The applicant shall submit a revised Planting Plan that accurately shows the installation of nineteen (19) Category B trees as fulfillment of Tree Preservation requirements. 7. A cash escrow to fulfill the tree mitigation requirement for the Outlot shall be provided prior to issuance of a land disturbance permit. 8. Development of the Outlot shall fulfill tree mitigation requirements through the installation of forty-seven (47) Category B trees or a cash payment of $14,063.00. This required Tree Mitigation Plan shall be in addition to any landscape requirement. 10. The applicant shall be responsible for a cash parks and trail dedication for the newly created lots payable at the time of Building Permit at the rates then in effect. 11. The applicant shall be responsible for the acquisition of all regulatory agency permits required by the affected agency prior to Building Permit approval. 12. The applicant shall obtain the necessary right-of-way permits from Dakota County. 13. 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. 2 14. The applicant shall provide a minimum of 12-foot-wide unobstructed reinforced equipment access path (without obstructions from grading, private utilities, trees, large shrubs, etc.), from Yankee Doodle Road to city pond GP-5. The unobstructed equipment access path should be capable of supporting typical maintenance/excavation equipment, for periodic maintenance access to the pond and infiltration basin. 15. This development shall provide hydrant spacing and locations in accordance with City Fire Department and Public Works standards. 16. 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. 17. The applicant shall clarify infiltration basin details on the planting plan to ensure live-planting across the entirety of the basin bottoms (18” o.c. max spacing) with plants appropriate to the expected soil moisture conditions, and effective long-term erosion control for the overflows and at the base and top of side-slopes, etc. in accordance with Public Works standards. 18. 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 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. Addition and incorporation of any soil organic content shall only consist of MnDOT 3890 Grade 2 Compost, from a currently certified source, to restore soil organic content to 5% in the top 6-inches of soil. 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.). 19. 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 on each parcel, in a form acceptable to the City Attorney. 20. Before the city returns any Stormwater-related Performance Guarantee Fees on the development site, the applicant shall provide the City Engineer as-built plans that demonstrate that all constructed stormwater conveyance structures, stormwater management facilities (infiltration basins, etc.) conform to design and/or construction plans, as approved by the City. As-built volumes for retention shall be provided for the infiltration/bioretention basins. The applicant shall submit to the City Engineer certification that the stormwater management 3 facilities have been installed in accordance with the plans and specifications approved. This certification shall be provided by a Professional Engineer licensed in the State of Minnesota. 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: Lot 1, Block 1, and Outlot A, Danner Family 1st Addition, City of Eagan, County of Dakota, Minnesota; for the benefit received from the following identified public improvement project: ITEM QUANTITY RATE AMOUNT Trunk Water Main (non-res.) 7.66 ac $3,361.20/ac $25,746.79 Trunk Storm Sewer (non-res.) 83,623 s.f. $0.20/s.f. $16,724.60 Lateral Water Main (non-res.) 790 l.f. $48.45/l.f. $38,275.50 Lateral Sanitary Sewer (non-res.) 365 l.f. $38.00/l.f. $13,870.00 TOTAL $94,616.89 PORTION TO BE ALLOCATED TO LOT 1 (27.6%) (and all of the Trunk Storm Sewer) Truck Water Main (non-res) $7,106.11 Truck Storm Sewer (non-res) $16,724.60 Lateral Water Main (non-res) $10,564.04 Lateral Sanitary Sewer (non-res) $3,828.12 TOTAL: $38,222.87 PORTION TO BE ALLOCATED TO OUTLOT A (72.4%) Truck Water Main (non-res) $18,640.68 Lateral Water Main (non-res) $27,711.46 Lateral Sanitary Sewer (non-res) $10,041.88 TOTAL: $56,394.02 to be spread over ten (10) years at four percent (4%) per annum allocated as follows: 26.6% to Lot 1 ($38,222.87) 72.4% to Outlot A ($56,394.02) 2 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. DATED: __________________________ OWNER: Danner Family Limited Partnership By: Black Dog Properties, Inc. Its: General Partner By: _____________________________ Marlon L. Danner Its: President STATE OF NEVADA ) ) ss. COUNTY OF __________________ ) The foregoing instrument was acknowledged before me this ____ day of ____________, 2017 by Marlon L. Danner, the President of Black Dog Properties, Inc., the General Partner of Danner Family Limited Partnership, a Minnesota limited partnership, on behalf of the limited partnership. ___________________________________ 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. 7300 West 147th Street, Suite 600 Apple Valley, Minnesota 55124 (952) 432-3136 MGD/kmw (206-38631) 62658775.1 3 Agenda Information Memo December 5, 2017, Eagan City Council Meeting CONSENT AGENDA V. Approve Final Subdivision - Viking Lakes 2nd Addition/Easement Vacation – Viking Lakes Actions To Be Considered: Approve a Final Subdivision (Viking Lakes 2nd Addition) to create seven lots upon approximately 62 acres located at 2600 Vikings Circle. Approve Easement Vacations of public drainage and utility easements within Lots 1 & 2, Outlot B Viking Lakes. Facts – Easement Vacations:  The City Council approved the Preliminary Subdivision for Viking Lakes 2nd Addition on October 17, 2017.  The subject site (Lots 1 & 2, Block 1, Viking Lakes) was platted in December 2016 as part of the 200-acre Viking Lakes subdivision. The subject parcels represent approximately 62 acres of the larger site.  On August 25, 2017, City staff received a petition from Patrick Mascia, Briggs and Morgan, representing MV Eagan Ventures, LLC, property owners of Viking Lakes, requesting the vacation of existing drainage and utility easements on Lots 1 and 2, Block 1, and Outlot B Viking Lakes south of O’Neill Drive and west of Ames Crossing Road, in northeast Eagan.  The easements requested to be vacated were originally dedicated with the original plat, at no cost to the City.  The purpose of the request is to allow the re-platting of the properties, 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 (Viking Lakes 2nd Addition), at no cost to the City.  On October 3, 2017, public hearings were held on the vacation of easements dedicated on Lots 1 & 2 and Outlot B on the Viking Lakes plat. No objections were received. The public hearing was closed and action continued to be concurrent with approval of the Viking Lakes 2nd plat. Issues: None Attachments: (4) CV-1 Location Map CV-2 Final Subdivision CV-3 Easement Vacation Legals & Graphics CV-4 Resolutions C O M M E R S D R B LU E G E N T I A N RD LO N E O A K D R I V ELONEOAKPARKWAYL O N E OAKPARKWAY LONE O A K P A R K W AY HOLIDAY LNHOLIDAY LNCOURTHOUS E L NGRAND OAK CIR EGRAN D O A K C I R W S T A T E T R U N K HW Y . NO . 1 4 9 C.S.A.H. NO. 26 (LONE OAK RD.) NORTHWEST P A R K W AYWATERS R DBLUEGENTIANRDSTATETRUNKHWY.NO.149STATETRUNK HWY.NO.55 AMES CROSSING RDVI K I N G S P A R K W A Y INVER GROVE HEIGHTSLocation Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yankee Doodle Rd Lone Oak Rd Map Area Extent Project Name: Viking Lakes 2nd Addition Request: Preliminary Subdivision Case No.: 01-PS-08-08-17 Subject Area KNOW ALL PERSONS BY THESE PRESENTS: That MV Eagan Ventures, LLC, a Delaware limited liability company; Sheldon RoadAssociates, L.L.C., a New Jersey limited liability company; M Land, LLC, a Delaware limited liability company; Eagan V Land, LLC, a Delawarelimited liability company, owners of the following described property:Lot 1, Block 1, VIKING LAKES, according to the recorded plat thereof, Dakota County, Minnesota;AndLot 2, Block 1, VIKING LAKES, according to the recorded plat thereof, Dakota County, Minnesota;Have caused the same to be surveyed and platted as VIKING LAKES 2ND ADDITION and do hereby dedicate to the public for public use thedrainage and utility easements as created by this plat.In witness whereof said MV Eagan Ventures, LLC, a Delaware limited liability company, has caused these presents to be signed by its properofficer this _____ day of ____________________ , 20___.Signed: MV Eagan Ventures, LLC__________________________ , ____________________________STATE OF ______________________COUNTY OF ____________________This instrument was acknowledged before me on this _____ day of ____________________ , 20___, by __________________________ ,_________________________ of MV Eagan Ventures, LLC, a Delaware limited liability company.__________________________________________Signature of Notary__________________________________________Notary's Printed NameNotary Public, _______________ County, _____________________My Commission Expires January 31, 20_____ .In witness whereof said Sheldon Road Associates, L.L.C., a New Jersey limited liability company, has caused these presents to be signed by itsproper officer this _____ day of ____________________ , 20___ .Signed: Sheldon Road Associates, L.L.C.__________________________ , _____________________________STATE OF ______________________COUNTY OF ____________________This instrument was acknowledged before me on this _____ day of ____________________ , 20___, by __________________________ ,__________________________ of Sheldon Road Associates, L.L.C., a New Jersey limited liability company.__________________________________________Signature of Notary__________________________________________Notary's Printed NameNotary Public, _______________ County, ____________________My Commission Expires January 31, 20_____ .In witness whereof said M Land, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officers this_____ day of ____________________ , 20___ .Signed: M Land, LLC__________________________ , ________________________________STATE OF ______________________COUNTY OF ____________________This instrument was acknowledged before me on this _____ day of ____________________ , 20___, by __________________________ ,________________________ of M Land, LLC, a Delaware limited liability company.__________________________________________Signature of Notary__________________________________________Notary's Printed NameNotary Public, _______________ County, ________________________My Commission Expires January 31, 20_____ .In witness whereof said Eagan V Land, LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officersthis _____ day of ____________________ , 20___ .Signed: Eagan V Land, LLC__________________________ , _______________________________STATE OF ______________________COUNTY OF ____________________This instrument was acknowledged before me on this _____ day of ____________________ , 20___ , by __________________________ ,______________________________ of Eagan V Land, LLC, a Delaware limited liability company.__________________________________________Signature of Notary__________________________________________Notary's Printed NameNotary Public, _______________ County, ______________________My Commission Expires January 31, 20_____ .I , Michael R. Williams, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed LandSurveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels arecorrectly designated on the this plat; that all monuments depicted on the plat have been, or will be correctly set within one year; that all waterboundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled onthis plat; and all public ways are shown and labeled on the plat.Dated this ______ day of ____________________ , 20___._____________________________________Michael R. Williams, Licensed Land SurveyorMinnesota License No. 44076STATE OF MINNESOTACOUNTY OF HENNEPINThis instrument was acknowledged before me this _____ day of ____________________ , 20___, by Michael R. Williams.___________________________________Signature of Notary___________________________________Notary's Printed NameNotary Public, Hennepin County, MinnesotaMy Commission Expires January 31, 20_____ .CITY COUNCIL, CITY OF EAGAN, MINNESOTAThis plat of VIKING LAKES 2ND ADDITION was approved and accepted by the City Council of the City of Eagan, Minnesota at a regular meetingthereof held this _____ day of ____________________ , 20___, and said plat is compliance with the provisions of Minnesota Statutes, Section505.03, Subd. 2.City Council, City of Eagan, MinnesotaBy _____________________________ , MayorBy ____________________________ , ClerkCOUNTY SURVEYOR, DAKOTA COUNTY, STATE OF MINNESOTAI hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _____ dayof ____________________ , 20___ .By: ___________________________________ Todd Tollefson, Dakota County SurveyorDEPARTMENT OF PROPERTY TAXATION AND RECORDS, DAKOTA COUNTY, STATE OF MINNESOTAPursuant 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___.By _____________________________ , Director, Department of Property Taxation and RecordsBy ____________________________ , DeputyCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of VIKING LAKES 2ND ADDITION was filed in the office of the County Recorder for public record on this _____ dayof ____________________ , 20___ , at _____ o'clock ___ .M. and was duly filed in Book ___________ of Plats, Page ____________ ,asDocument Number ______________________ ._____________________________ , County RecorderBy ________________________________, Deputy SECTION 1, TOWNSHIP 27 NORTH, RANGE 23 WESTNOT TO SCALEVICINITY MAPAMESLONE OA K P K W YCROSSING RDS I T E   SECTION 1, TOWNSHIP 27 NORTH, RANGE 23 WESTNOT TO SCALEVICINITY MAPAMESLONE OA K P K W YCROSSING RDS I T E BLOOMINGTONMEND OTA HEIG HTS APPLE VALLEY RO SEMOUNT INVERGROVEHEIGHTSUNIONPACIFICRAILROADCO.C.P. RAIL SYSTEM §¨¦494 §¨¦35E §¨¦35E §¨¦35E $+32 $+32 !(43 !(43 !(28 !(28 $+26 $+26 $+31 $+31 $+31 !(30 !(30 !(30 ÕÇ13 ÕÇ55 ÕÇ55 ÕÇ149 ÕÇ149 ÕÇ149 ÕÇ3 ÕÇ3 ÕÇ77 DODD ROADCliff Road Pilot Knob RoadDiffley Road Map of Proposed Locationfor Easement VacationLot 1 & 2, Block 1 / Outlot BViking Lakes E Yankee Doodle Road LOCATION OF PROPOSEDEASEMENT VACATIONSVIKING LAKES 11/29/2017 Fig. 1HWY. 13Lone Oak Road Lexington Avenue EXHIBIT "A" RESOLUTION CITY OF EAGAN WHEREAS, a regular meeting of the City Council of the City of Eagan, Dakota County, Minnesota, was held on the 5th day of December, 2017, at 6:30 p.m. at the City Hall located at 3830 Pilot Knob Road, Eagan, Minnesota; and WHEREAS, pursuant to M.S.A. §412.851, the Mayor convened the public hearing to consider the proposed vacation of public drainage and utility easements within the following property in the City of Eagan, County of Dakota, State of Minnesota, described as follows: All drainage and utility easements lying within Lots 1 & 2, Block 1, Viking Lakes WHEREAS, the Council at a regular meeting on the 5th day of September, 2017, accepted a petition to vacate said public drainage and utility easements pursuant to a petition and scheduled a public hearing on the vacation for the 3rd day October, 2017, at 6:30 p.m. at the City Hall; which hearing was closed and continued to coincide with future City Council consideration of the Viking Lakes 2nd Addition final plat and subdivision; and WHEREAS, an Affidavit of Publication of Notice of Hearing in the Sun Thisweek newspaper, dated September 15 and September 22, 2017, relative to the proposed vacation was submitted; and WHEREAS, there appearing no objections to said vacation and the Council desiring to vacate said public drainage and utility easements; and NOW THEREFORE, it was resolved that the public drainage and utility easements within the following described property is hereby vacated: All drainage and utility easements lying within Lots 1 & 2, Block 1, Viking Lakes Dated: December 5, 2017 ATTEST: By: Christina M. Scipioni Its: City Clerk CITY COUNCIL - CITY OF EAGAN By: Mike Maguire Its: Mayor Motion made by: Seconded by: Those in favor: Those against: CERTIFICATION I, Christina M. Scipioni, City Clerk of the City of Eagan, Dakota County, Minnesota, do hereby certify that the foregoing resolution was duly passed and adopted by the City Council of the City of Eagan, Dakota County, Minnesota, in a regular meeting thereof assembled this 51" day of December, 2017 Christina M. Scipioni, City Clerk THIS INSTRUMENT WAS DRAFTED BY: Engineering Division Public Works Department City of Eagan 3830 Pilot Knob Road Eagan MN 55122 (651) 675-5646 EXHIBIT "A" RESOLUTION CITY OF EAGAN WHEREAS, a regular meeting of the City Council of the City of Eagan, Dakota County, Minnesota, was held on the 51h day of December, 2017, at 6:30 p.m. at the City Hail located at 3830 Pilot Knob Road, Eagan, Minnesota; and WHEREAS, pursuant to M.S.A. §412.851, the Mayor convened the public hearing to consider the proposed vacation of public drainage and utility easements within the following property in the City of Eagan, County of Dakota, State of Minnesota, described as follows: All drainage and utility easements lying within Outlot B, Viking Lakes WHEREAS, the Council at a regular meeting on the 51h day of September, 2017, accepted a petition to vacate said public drainage and utility easements pursuant to a petition and scheduled a public hearing on the vacation for the 31 day October, 2017, at 6:30 p.m. at the City Hall; which hearing was closed and continued to coincide with future City Council consideration of the Viking Lakes 2nd Addition final plat and subdivision; and WHEREAS, an Affidavit of Publication of Notice of Hearing in the Sun Thisweek newspaper, dated September 15 and September 22, 2017, relative to the proposed vacation was submitted; and WHEREAS, there appearing no objections to said vacation and the Council desiring to vacate said public drainage and utility easements; and NOW THEREFORE, it was resolved that the public drainage and utility easements within the following described property is hereby vacated: All drainage and utility easements lying within Outlot B, Viking Lakes Dated: December 5, 2017 ATTEST: By: Christina M. Scipioni Its: City Clerk CITY COUNCIL - CITY OF EAGAN By: Mike Maguire Its: Mayor Motion made by: Seconded by: Those in favor: Those against: CERTIFICATION I, Christina M. Scipioni, City Clerk of the City of Eagan, Dakota County, Minnesota, do hereby certify that the foregoing resolution was duly passed and adopted by the City Council of the City of Eagan, Dakota County, Minnesota, in a regular meeting thereof assembled this 5th day of December, 2017. Christina M. Scipioni, City Clerk THIS INSTRUMENT WAS DRAFTED BY: Engineering Division Public Works Department City of Eagan 3830 Pilot Knob Road Eagan MN 55122 (651) 675-5646 Agenda Information Memo December 5, 2017, Eagan City Council Meeting CONSENT AGENDA W. Approve Final Planned Development for Comfort Suites Actions To Be Considered: To approve a Final Planned Development to allow a 4-story 87-unit hotel upon approximately 2.24 acres located at 1325 Corporate Center Curve. Required Vote For Approval: At least three votes Facts: The Preliminary Planned Development was approved March 7, 2017. 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 meeting on December 5, 2017. Issues: None Attachments: (2) CW-1 Location Map CW-2 Final PD Agreement EAGA N D ALEPLACEDENMARKAVEPOPPLER LANEEAGANDALE BOULEVARDEAGANDALEBLVDTRAPP ROAD EAGAN INDUSTRIAL ROAD CENTERCOURTF A IR L A W N PLA C ETERRACE EA G A N I N D U S T R I A L R O A D BURNSIDEAVENUECORPORATE CENTER CU R V E EAGANDALE BLVDAVALON AVENUE CORPORATE CENTER DRIVE R A IN I E R LANE EGANAVENUEBURNSIDE AVENUEBEAMLANEINLANDROADVILASLANEM CCARTHYROADSHIELDSDR.HIGHVIEW AVE WO: 52497SKYLINER OAD OSTER DR HIGHRIDGEHIGHVIEW AVE HIGHVIEW TERRACESOUTHRIDGE AVE BRIDGEVIEW AVE BRIDGEVIEW TERRACE SKYLINE DRIVESKYLIN E CT SKYLINE DR STEPHANIE C R SKYLINETR SKYLINEEAGAND A LE CT VINCE TR E G A N AVE N U E CHERRYWOOD CTPINERIDGEDRIVEWOODLARK LANEC.S.A.H. NO.26 (LONE OAK ROAD)C.S.A.H. NO. 31 (PILOT KNOB ROAD)WESTSERVICE ROAD PATH INTERSTATE HWY. NO. 494 INTERSTATE HWY. NO. 35ESTATETRUNKHWY.NO.13CORP. CENT. DR. Pilot Knob Park CountryHomeParkHighview Park FortSnellingState Park 0 1,000 2,000500Feet ´ Legend Parcels selection Parcels Buildings Parks City Boundary §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yankee Doodle Rd Lone Oak Rd Map Area Extent Location Map Project Name: Comfort SuitesRequest: Final Planned Development Case No: 03-FD-08-07-17 Subject Site FINAL PLANNED DEVELOPMENT AGREEMENT Lot 1, Block 1, Eagandale Office Park 7th Addition THIS FINAL PLANNED DEVELOPMENT AGREEMENT ("hereinafter "Agreement") is made this day of , 2017, by and between the City of Eagan, a Minnesota municipal corporation (hereinafter the "City"), and Arrowhead Lodge BRF Inc., a Wisconsin corporation (hereinafter referred to as the "Owner"). City and Owner are hereinafter collectively referred to 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 property legally described as Lot 1, Block 1, Eagandale Office Park 7th Addition (the "Property"); and WHEREAS, the development and use of the Property is governed by a Planned Development Agreement March 8, 2017 and recorded as Document No. 779810 (the "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 Owner submitted an application to build a 4 -story 87 -unit hotel on the Property (the "Development Proposal"); and WHEREAS, the Development Proposal and plans attached hereto (Exhibits B — E) are found to be in conformance with the Development Agreement, and the Parties hereby acknowledge that this Agreement and the Exhibits attached hereto as Exhibits B-E constitute the Final Planned Development for the Property. NOW, THEREFORE, it is hereby agreed to by and between the Parties hereto as follows: 1. This Agreement applies only to the use of the Property. 2. This Agreement is intended to supersede and replace the Development Agreement. 3. The Owner shall use and develop the Property in conformance with the following plans attached hereto as Exhibits B-E. (A full size copy of this exhibit shall be on file with the City's Community Development Department.) Exhibit B — Site Plan dated January 18, 2017, last revised July 10, 2017 Exhibit C — Building Elevations & Signage Plan dated October 27, 2017 Exhibit D — Landscape Plan dated January 18, 2017, last revised July 10, 2017 Exhibit E — Site Lighting Plan dated last revised July 10, 2017 4. This Agreement includes specific conditions to the Property as set forth in Exhibit A attached hereto. 5. This Agreement shall run with the Property until terminated and shall run with the land and be binding upon the owners and assigns of the Owner. 6. This Agreement shall expire five years from the date of execution unless prior thereto, the City has issued a Certificate of Occupancy for the improvements to be constructed in accordance with the approved Site Plan (attached as Exhibit B). In the event this Agreement expires, the City may at its sole option, initiate an amendment to its Comprehensive Guide Plan and rezone the Property in accordance with Minnesota statutes and the City Code. In the event the City rezones the Property, this Agreement shall automatically terminate upon the effective date of the rezoning 7. The Owner shall maintain in good repair all lighting, signage, landscaping, building and paved surfaces installed on the Property as part of this Agreement. This Agreement shall not give the City the right to perform repairs, but provides the City with the right to sue for specific performance or an injunction to ensure proper maintenance 2 8. This Agreement may be modified, amended or supplemented solely in compliance with City ordinances, rules and regulations. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date and year first above written. City of Eagan, a Minnesota Municipal Corporation an Mike Maguire Its: Mayor 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 , 2017 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 3 Final Planned Development Agreement Signature Page for the Owner Arrowhead Lodge BRE Inc., a Wisconsin corporation By: L) L�C� Its: President STATE OF r�l SS COUNTY OF wp41o7w The foregoing instrument was acknowledged before me thisday of dVINI, 2017, by j JL/ (� �, the President of Arrowhead Lodge BRF Inc., a Wisconsin corporation, on behalf of the corporation. Notary Public THIS INSTRUMENT WAS DRAFTED BY: COMMUNITY DEVELOPMENT DEPARTMENT CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122 (651) 675-5685 F EXHIBIT A 1. A Final Planned Development Agreement shall be executed and recorded with the Dakota County Recorder's office within 90 days of approval. Proof of recording shall be provided to the City. The Final Planned Development Agreement shall include the following exhibits, revised per the conditions of approval for the Planned Development Amendment: a. Final Site Plan b. Final Building Elevations c. Final Landscape Plan d. Final Tree Mitigation Plan (not applicable, no mitigation required) e. Final Signage Plan 2. The property shall be replatted as a lot prior to issuance of a Building Permit. (Satisfied) 3. The building shall incorporate sound attenuation measures to achieve an interior sound level reduction of 24 dBA within Zone 3 per City ordinance. Compliance with this standard shall be demonstrated at the time of Building Permit. 4. The enclosure should be of a size that can accommodate both trash and recyclable materials, and meet other design standards in the City Code for materials, height and gates. 5. All site and building signage should be subject to City Code standards, and a Sign Permit obtained prior to installation of any signs. 6. A Signage Plan shall be provided for incorporation into the Final PD Agreement providing details of both the building and monument signs. 7. The base of the monument sign shall be of masonry material to match the principal building. 8. Building address numbers shall be installed consistent with the provisions of Section 2.78 of City Code. 9. The pole -mounted parking lot lights shall be the same height as on the adjacent lot, which are 28' in height. 10. A revised Final Site Lighting Plan shall confirm consistent pole height and that the level of illumination from both existing and proposed fixtures is sufficient to meet the 0.5 footcandle standard throughout all areas of the parking lot. 11. An encroachment agreement shall be provided for the retaining wall located in the drainage and utility easement along Corporate Center Drive, in a form acceptable to the City Attorney. 12. Fire hydrant spacing shall be provided at locations in accordance with City Fire Department and Public Works standards. 5 13. The applicant shall provide private cross -easements for ingress/egress and shared parking, in a form acceptable to the City Attorney, at time of building permit. (This item has been previously satisfied) 14. The applicant shall be responsible to restore the sidewalk, street, curb and gutter, and boulevard in a manner acceptable to the City Engineer. 15. 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 new impervious surface area and any other disturbed soils that are not remediated following an approved Soil Management Strategy. 16. The applicant shall modify infiltration basin construction details and notes to clarify appropriate sub -soil over -excavation depth, bioretention soil media replacement, sub -soil ripping, construction notes to prevent equipment within the basin during and after construction, live- planting of the basin bottom, effective erosion control at base and top of side -slopes, etc. in accordance with Public Works standards. 17. 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 on each parcel, in a form acceptable to the City Attorney. 18. During infiltration system area 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 0.6 -inch per hour or greater (but less than 8.0 -inch per hour). If the sub -soil infiltration rates are less than 0.6 -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) as necessary (e.g. over-excavation/soil- amendment depth, etc.) to ensure volume control requirements are fully met. Documentation shall be provided to the City within 48 -hours after infiltration capability verification. 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. Before the city returns any Stormwater-related Performance Guarantee Fees on the development site, the applicant shall provide the City Engineer as -built plans that demonstrate that all constructed stormwater conveyance structures, stormwater management facilities (sumps, infiltration basin, etc.) conform to design and/or construction plans, as approved by the City. As -built volumes (for retention and detention) shall be provided for the infiltration/bioretention basin. The applicant shall submit to the City Engineer certification that the stormwater management facilities have been installed in accordance with the plans and specifications approved. 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ISgE S'E EI �Sg b Rkssk;ks8�a$s ea`se�l� a�a el8eeksk ease afy I' y Q S � Agenda Information Memo December 5, 2017, Eagan City Council Meeting CONSENT AGENDA X. Schedule Public Hearing for Tuesday, December 19, 2017, for Comcast Cable Television Franchise Agreement and Ordinance Action To Be Considered: Schedule a Public Hearing for Tuesday, December 19, 2017, consideration of a Comcast Cable Television Franchise Agreement and Ordinance and to receive any public comment. Facts:  In anticipation of the conclusion of informal cable franchise negotiations with Comcast regarding a new cable franchise agreement, the parties believe that the agreement, which takes the form of a municipal ordinance, will be ready for consideration at the December 19, 2017, Eagan City Council meeting.  When a new ordinance is to be adopted, a ten-day public notice requirement must be met.  Scheduling the public hearing in the matter helps meet that requirement so that an ordinance summary can be prepared and published. Attachments: (0) Agenda Information Memo December 5, 2017, Eagan City Council Meeting Consent Y. Planned Development Amendment – Java Companies (Title Boxing) Action To Be Considered: To approve a Planned Development Amendment to allow a fitness center (boxing club) located at 3565 Pilot Knob Road, subject to the conditions listed in the APC minutes. Required Vote For Approval:  At least three votes Facts:  The applicant is proposing to amend the use of the property from auto service station to a fitness center, Title Boxing Club.  The property was initially developed in 1996 as a Precision Tune auto service facility with 3 service bays.  The applicant proposes to remodel the existing building, replacing the overhead doors with storefront windows and modifying the interior space for the office and gym areas.  The City Code does not specify a parking standard for this use. The site currently provides 16 parking stalls; 4 additional stalls will be striped along the west side of the building for a total of 20 stalls.  To enhance pedestrian connections, a sidewalk between the site and the trail along Pilot Knob Road should be added, as shown on the Site Plan. The applicant is responsible for obtaining any permits from other agencies for the sidewalk installation.  The applicant proposes to reface existing signage, which consists of wall signs on two elevations, a pylon sign on the northwest corner of the site, and a monument sign on the east edge of the property.  The Advisory Planning Commission held a public hearing on the proposal at their November 28, 2017 meeting, and did recommend approval. Issues:  None 60-Day Agency Action Deadline:  December 17, 2017 Attachments: (4) NBC-1 Location Map NBC-2 Draft November 28, 2017, APC Meeting Minutes NBC-3 Planning Report NBC-4 Report Exhibits TOWNCENTREDRIVEDUCKWOOD D R DENMARK AVECR ES TR IDGE LAN E PINECREST CTKOLSTAD ROADB L ACKHAW KDENMARK AVEDEN M A R KAVEMARICE DR SHERMAN COURTL EM IE UX CIR NORW EST ST.CHARLESPLACECOACH M A NROADB O A R D W A L K PARK P L PACIFICAVE AS H B URY CT B L ACKHAW K HILLS RDASHBURYROAD BLACKHAWKLAKEDRBLACKHAW K LAKE PLBLACKHAWK LAKE CTBLACKHAWKR IDGEPL A SHBURYPLB L A C K H A WKRDGCIRLAKEDRBLACKH A W K R ID G E C TBLACKHAWKLAKEDRLAKEVIEW TR AIL LAKEVIEWCURVE LAKEVI E WCURVE BLACKHAWK RIDGE WAYVIOLET LANE FEDERAL DRIVEBRAUN CT DREXEL CTDREXEL CTDRESDEN WAYDRESDEN CT DENMARK CTD ENMARK CT DENMAR K T R A I LCOACHMANROADKRESTWOOD LNCOACH M A NROAD81ST ST W CRESTRIDGE DRENGLERT RD QUARRY RD CTCRESTRI DG E C T KOL STADLN TOW N CENTRE DR TIMBERSHORELANECROSSROADCT.DENMARK AVECOACHMANROADC.S.A.H.NO.31(PILOTKNOBROAD)COUN TY ROAD NO.28 (YAN KEE D OODLE R OAD )C.S.A.H. NO. 31 (PILOT KNOB ROAD)COUNTY ROAD NO. 28 (YANKEE DOODLE ROAD)COUNTY ROAD NO. 28 (YANKEE DOODLE ROAD)C.S.A.H. NO. 31 (PILOT KNOB ROAD)COUNTY ROAD NO. 28 (YANKEE DOODLE ROAD)FEDERALDRIVEFEDERAL DRIVEFEDERALDRIVESURREYHEI GHTSD R IV E WA S HINGTONDRIVEDUCKWOOD DR Blackhawk Park Fish LakePark Quarry Park Park Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yanke e Doodle Rd Lone Oak Rd Map Area Extent Project Name: Title Boxin g ClubRequest: Planned Develo pment AmendmentCase No.: 16-PA-12-10-17 Subject Site Advisory Planning Commission November 28, 2017 Page 7 of 13 B. Title Boxing Club Applicant Name: Mark Krogh, Java Companies Location: 3565 Pilot Knob Road; Lot 1, Block 1, Precision Tune Addition Application: Planned Development Amendment A Planned Development Amendment to permit a fitness center (boxing club). File Number: 16-PA-12-10-17 Planner Dudziak introduced this item and highlighted the information presented in the City Staff report dated November 21, 2017. Mark Krogh, Java Companies, introduced himself as owner of the property and said they think the auto service use is no longer viable here and the fitness center is the best re-use for the site. Member Heckman asked how the five classes per day are scheduled. Mr. Krogh stated the tenants operations department does the scheduling and is comfortable with the parking available. He added that two other fitness centers of similar size that he recently developed had smaller parking ratios than this site. Member Weimert asked what they plan for signage. Mr. Krogh stated they intend to re-use the existing pylon and monument signs, and replace existing signs on the building. Chair Piper opened the public hearing. There being no public comment, Chair Piper closed the public hearing and turned the discussion back to the Commission. Member Weimert moved, Member Heckman seconded a motion recommend approval of a Planned Development Amendment to allow a fitness center, Title Boxing Club, upon property located at 3565 Pilot Knob Road, subject to the following conditions: 1. An Amendment to the Final Planned Development Agreement shall be executed, in a form acceptable to the City Attorney, and recorded against the property within 90 days of City Council approval. The Agreement shall include the following exhibits: • Site and Signage Plan • Landscape Plan • Site Lighting Plan 2. To enhance pedestrian connections, a sidewalk between the site and the trail along Pilot Knob Road shall be added, consistent with the approved Site Plan. 3. The applicant shall be responsible for obtaining any required permits from other agencies. 4. All signs shall comply with City Code standards, and a Sign Permit is required prior to any installation or replacement of any signs. All voted in favor. Motion carried 7-0. PLANNING REPORT CITY OF EAGAN REPORT DATE: November 21, 2017 CASE: 16-PA-12-10-17 APPLICANT: Java Companies HEARING DATE: November 28, 2017 PROPERTY OWNER: Dean & Barbara Johnson APPLICATION DATE: October 18, 2017 Holding, LP REQUEST: Planned Development Amendment PREPARED BY: Pamela Dudziak LOCATION: 3565 Pilot Knob Road COMPREHENSIVE PLAN: RC, Retail Commercial ZONING: PD, Planned Development SUMMARY OF REQUEST The applicant is requesting approval of a Planned Development Amendment to allow a fitness center, Title Boxing Club, upon property located at 3565 Pilot Knob Road. AUTHORITY FOR REVIEW Chapter 11, Section 11.50, Subdivision 5 states, in part, 1. The provisions of this chapter may be amended by the majority vote of the council, except that amendments changing the boundaries of any district or changing the regulations of any district may only be made by an affirmative vote of two-thirds of all members of the council. 2. The Council shall not rezone any land or area in any zoning district or make any other proposed amendment to this chapter without first having referred it to the advisory planning commission for its consideration and recommendation. BACKGROUND/HISTORY The existing building and parking lot were constructed with the initial development of the site in 1996. The lot was created when it was subdivided from the adjacent property to the south, which was previously a convenience gas station, until it redeveloped as a Discount Tire in 2010. EXISTING CONDITIONS The site is developed with an auto service facility containing 3 service bays. A pylon sign is located on the northwest corner of the site adjacent to the off-ramp from I-35E; a monument sign Planning Report – Title Boxing November 28, 2017 Page 2 is located at the east edge of the site adjacent to Pilot Knob Road. Access to the site is from Duckwood Drive, via private easement through the adjacent Discount Tire property to the south. The building is connected to City sewer and water services. The site is lightly treed along the west and north property lines. The site is generally flat and slopes to the north and west with elevations ranging from 901 to 899. SURROUNDING USES The following existing uses, zoning, and comprehensive guide plan designations surround the subject property: Existing Use Zoning Land Use Designation North I-35E Right-of-Way Right-of-Way East Auto Mall CSC, Community Shopping Center RC, Retail Commercial South Discount Tire PD, Planned Development RC, Retail Commercial West I-35E Right-of-Way Right-of-Way EVALUATION OF REQUEST Description of Proposal – The applicant is proposing to remodel and reuse the existing building as a fitness center for Title Boxing Club. The existing building site improvements will remain with no expansion to the building or parking areas. Compatibility with Surrounding Area – Specialty fitness centers of this scale are typically considered retail commercial uses and many are located in strip retail centers. Thus, the use is considered compatible with the underlying Retail Commercial land use designation. The site is located within the Central Commons Special Area. The Central Commons Special Area identifies policies to guide both new and redevelopment within the Special Area which includes enhancing pedestrian connections as part of an integrated transportation system. Public Benefit – The stated public benefit is putting the property to a higher and better use than the auto repair service, which is “no longer viable at this site.” According to the applicant, the proposed fitness centers will “enhance recreational and fitness opportunities for residents of Eagan and the south metro area.” Airport Compatibility – The site lies outside of the Airport Noise Policy Zones. Lots – The property is 0.52 acres in area. The lot abuts Pilot Knob Road to the east, and I-35E right-of-way to the north and west. Planning Report – Title Boxing November 28, 2017 Page 3 Bulk Standards – Setbacks - Structure and parking setbacks from the adjacent rights-of way are 50’ and 20’ respectively. No expansion of the building or parking is proposed. Building Coverage – The existing building is 2,880 s.f. On the 22,685 sf lot, this results in a building coverage ratio of 12.7%. Green Space – The site was developed prior to adoption of the minimum green space ordinance. The typical minimum green space standard for commercial property is 30%. The site currently provides 33.2% green space. Parking – The site currently provides 16 parking stalls. The proposed Site Plan adds 4 stalls adjacent to the west side of the building, for a total of 20 stalls. The City Code has no designated parking standard for fitness clubs. The applicant’s narrative addresses parking, indicating that with the anticipated 10 staff members on staggered shifts, and expected 5 classes per day, that the 20 parking stalls will be “sufficient to accommodate peak parking demand for the building.” Building Elevations/Architecture – The existing building consists of split face concrete block with a metal accent band and a standing seam metal canopy over the front entry. The existing overhead door openings are proposed to be replaced with new storefront windows. The existing entrance area, metal wall trim, and standing seam metal canopy will remain. Tenant signage is proposed on the north and east elevations. Building Address Numbers – Building address numbers should be installed consistent with the provisions of Section 2.78 of City Code. Landscaping – The site was landscaped with the initial development in 1996. Most of the trees and foundation plants remain, however, some of the other landscaping has suffered. The applicant is proposing to replace the foundation landscaping along the north side of the building, and install new landscaping along the east edge of the site, and around the sign foundation. The proposed landscape plan is acceptable. Proposed foundation plants include hydrangea shrubs, and perennial grasses and flowers. Along the east side of the property, proposed landscaping consists of deciduous shrubs and perennial grasses and flowers. Wetlands – Because there are no wetlands on site, City Code §11.67, wetland protection and management regulations, does not apply. Management/ Water Quality – The entire site lies within Drainage District J (as designated in the City Storm Water Management Plan – 2007). Storm water flows through a private storm sewer system on site to the storm sewer under Pilot Knob Road, where it is routed to City Pond JP-3 to the south. No new impervious surface is proposed, so the City’s Post Construction Stormwater Management Requirements (City Code §4.34) for stormwater management and surface water quality do not apply. Planning Report – Title Boxing November 28, 2017 Page 4 Utilities – Lateral water and sanitary sewer lines were installed with the original development of the site. No utility modifications are proposed. Streets/Access/Pedestrian Circulation – Public street access is provided to Duckwood Drive to the south through the parking lot on the adjacent property to the south. An 8 foot wide bituminous trail is located in the west boulevard of Pilot Knob Road, and a 6 foot wide concrete sidewalk along the north boulevard of Duckwood Drive. No modifications to public street access or pedestrian facilities are proposed. To enhance pedestrian connections, a sidewalk between the site and the trail along Pilot Knob Road should be added, similar to those that were installed when the adjacent lot to the south redeveloped, and is consistent with the adopted policies in the Comprehensive Plan. The applicant should be responsible for obtaining any required permits from other agencies for work in the right-of-way. Easements – Public drainage & utility easement were dedicated with the original plat. No additional easement or right-of-way dedications are proposed. Financial Obligation – At this time, there are no pending assessments on this parcel, and trunk and lateral utility charges were paid with previous development. Parks and Recreation – Park and trail dedication were previously satisfied. SUMMARY/CONCLUSION The applicant is proposing a Planned Development Amendment to allow a fitness center use for this former auto service facility. The building is proposed to be remodeled with removal of the overhead doors, and interior improvements for the gym, office, and restrooms. The proposed use is considered compatible with the Retail Commercial land use designation. No expansion to the building is proposed, and four parking stalls have been added for a total of 20 parking stalls, which the applicant believes will be sufficient to support peak times. Proposed site improvements include new landscaping along the north side of the building and east edge of the site and a new trail connection to the existing trail along Pilot Knob Road should be made. ACTION TO BE CONSIDERED To recommend approval of a Planned Development Amendment to allow a fitness center, Title Boxing Club, upon property located at 3565 Pilot Knob Road. If approved the following conditions shall apply: Planning Report – Title Boxing November 28, 2017 Page 5 1. An Amendment to the Final Planned Development Agreement shall be executed, in a form acceptable to the City Attorney, and recorded against the property within 90 days of City Council approval. The Agreement shall include the following exhibits: • Site and Signage Plan • Landscape Plan • Site Lighting Plan 2. To enhance pedestrian connections, a sidewalk between the site and the trail along Pilot Knob Road shall be added, consistent with the approved Site Plan. 3. The applicant shall be responsible for obtaining any required permits from other agencies. 4. All signs shall comply with City Code standards, and a Sign Permit is required prior to any installation or replacement of any signs. TOWNCENTREDRIVEDUCKWOOD D R DENMARK AVECR ES TR IDGE LAN E PINECREST CTKOLSTAD ROADB L ACKHAW KDENMARK AVEDEN M A R KAVEMARICE DR SHERMAN COURTL EM IE UX CIR NORW EST ST.CHARLESPLACECOACH M A NROADB O A R D W A L K PARK P L PACIFICAVE AS H B URY CT B L ACKHAW K HILLS RDASHBURYROAD BLACKHAWKLAKEDRBLACKHAW K LAKE PLBLACKHAWK LAKE CTBLACKHAWKR IDGEPL A SHBURYPLB L A C K H A WKRDGCIRLAKEDRBLACKH A W K R ID G E C TBLACKHAWKLAKEDRLAKEVIEW TR AIL LAKEVIEWCURVE LAKEVI E WCURVE BLACKHAWK RIDGE WAYVIOLET LANE FEDERAL DRIVEBRAUN CT DREXEL CTDREXEL CTDRESDEN WAYDRESDEN CT DENMARK CTD ENMARK CT DENMAR K T R A I LCOACHMANROADKRESTWOOD LNCOACH M A NROAD81ST ST W CRESTRIDGE DRENGLERT RD QUARRY RD CTCRESTRI DG E C T KOL STADLN TOW N CENTRE DR TIMBERSHORELANECROSSROADCT.DENMARK AVECOACHMANROADC.S.A.H.NO.31(PILOTKNOBROAD)COUN TY ROAD NO.28 (YAN KEE D OODLE R OAD )C.S.A.H. NO. 31 (PILOT KNOB ROAD)COUNTY ROAD NO. 28 (YANKEE DOODLE ROAD)COUNTY ROAD NO. 28 (YANKEE DOODLE ROAD)C.S.A.H. NO. 31 (PILOT KNOB ROAD)COUNTY ROAD NO. 28 (YANKEE DOODLE ROAD)FEDERALDRIVEFEDERAL DRIVEFEDERALDRIVESURREYHEI GHTSD R IV E WA S HINGTONDRIVEDUCKWOOD DR Blackhawk Park Fish LakePark Quarry Park Park Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yanke e Doodle Rd Lone Oak Rd Map Area Extent Project Name: Title Boxin g ClubRequest: Planned Develo pment AmendmentCase No.: 16-PA-12-10-17 Subject Site 50 025 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 2016 Project: Java Companies (Title Boxing)Request: Planned D evelopment A mendmentCase N o.: 16-PA-12-10-17 www.civilsitegroup.com4931 West 35th Street, Suite 200St. Louis Park, MN 55416(612) 615-0060PID: 105872501010 DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT101010101010101010DRAINAGE & UTILITY EASEMENTTY EASEMENTEN&EENTEProject Number:Issue Date:Revision Number:Revision Date:952.250.2003 / 763.213.394www.CivilSiteGroup.comN3565 PILOT KNOB RD, EAGAN, MN 55122SITE PLAN11707510/18/2017--NO CHANGE INIMPERVIOUSCOVERAGE DRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENTDRAINAGE & UTILITY EASEMENT101010101010101010E & UTILITY EASEMENTEE&EENENMENTENDRAINAGEGAGGGEGNTNNTNTY EASEMENTENEENTE100000000011111110000000000001111111111111111111111111111110000000000000000000000Project Number:Issue Date:Revision Number:Revision Date:952.250.2003 / 763.213.394www.CivilSiteGroup.comN3565 PILOT KNOB RD, EAGAN, MN 55122LANDSCAPE PLAN21707510/18/2017--10LANDSCAPE NOTES: Statement of Proposed Use 3565 Pilot Knob Rd, Eagan, MN Civil Site Group, Inc. 4931 West 35th Street, Suite 200, St. Louis Park, MN 55416 952.250.2003 Patrick Sarver www.CivilSiteGroup.com Matt Pavek 763.213.3944 Date: November 1, 2017 To: Pamela Dudziak, Planner City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 651-675-5691 From: Patrick Sarver, RLA Landscape Architect Civil Site Group 4931 W 35th St, Suite 200 St. Louis Park, MN 55416 Ph: 952-250-2003 Re: Statement of Proposed Use for 3565 Pilot Knob Rd, Eagan, MN NOTE: This narrative has been updated since the previous submittal on October 18, 2017. Changes since the original submittal are shown in bold. Introduction Due to changes in the auto repair industry and intense competition, auto repair is no longer a viable option at this site. Because of this, we are looking to repurpose the building to a fitness use, which we believe to be a higher and better use for the building. Proposed The property owner, Dean & Barbara Johnson Holding, LLC, is proposing to redevelop this site from an auto service location (Precision Tune) to a fitness center, which will house a new Title Boxing Club, a boxing gym with several locations throughout the Twin Cities metro area. The proposed change in use of this property requires a city zoning Planned Development (PD) amendment. The original Planned Development Agreement, executed in 1989, calls for uses allowed in the General Business (GB) zoning district. The GB district lists health and fitness clubs as a permitted use. We propose to amend the PD to permit the health and fitness club use to accommodate the Title Boxing Club. We also propose to submit new site and architectural plans reflecting the new use, site details and building remodel, described below. The owners plan to remove the existing roll-up doors, canopy, storefront windows, and doors. A new exterior wall design will encompass the entire building with new signage, windows, and entry. A pedestrian pathway has been added to the north end of the site plan to facilitate pedestrian movement from Pilot Knob Rd to the site. Landscaping improvements are also being proposed with the updated site plan. Parking Impacts Though there is no parking requirement number for “fitness” uses in the Eagan zoning code, we propose that the business model with the number of staff and hours of operation would be good tools to demonstrate parking demand. With an estimated 10 total staff members (The number of trainers and managers listed on the Edina location website) working staggered shifts and the projected 5 classes per day (as shown on the Edina location website), with time between classes for users to exit the parking lot, we estimate that 20 parking stalls, including 1 handicap stall, will be sufficient to accommodate peak parking demand for the Statement of Proposed Use 3565 Pilot Knob Rd, Eagan, MN Civil Site Group, Inc. 4931 West 35th Street, Suite 200, St. Louis Park, MN 55416 952.250.2003 Patrick Sarver www.CivilSiteGroup.com Matt Pavek 763.213.3944 building. The open hours of the building will likely be similar to the hours of the Edina location: 5:45 a.m.-8:30 p.m. M-Th, 5:45 a.m.-7 p.m. Fr, 8:00 a.m.-1 p.m. Sat, and 8:30 a.m.-12:30 p.m. Sun. Four stalls on the west side of the building have been added to the site plan accompanying this narrative. This number of stalls was calculated for a parking ratio of approximately 7 stalls per 1000 square feet of gross floor area (1.4 spaces/200 ft2), which is above current retail minimum parking requirements. The planned unit amendment will marginally increase, beyond existing conditions, the impact on sanitary sewer service and water service during peak use periods. The proposed use results in a better use of land by allowing a more active and diverse use than the auto-oriented uses that currently dominate the area. Road use around the site will change marginally during peak use of the fitness center, but will largely be unnoticeable relative to the current amount of traffic on Duckwood Drive, and Pilot Knob Road. Storm water runoff will not change with the new use, as the amount of impervious surface will remain largely unchanged. Within 660 feet, many of the surrounding uses cater to auto-oriented needs such as oil change stations, gas stations, car washes, repair shops, and tire shops. Most of the area surrounding the site is zoned Planned Development (PD) and Community Shopping Center (CSC). The surrounding properties will likely see little impact from the amendment, except for the Discount Tire store on the south lot of the same Planned Development. This property will likely see some increased vehicular traffic during peak times, specifically when boxing or other fitness classes are beginning or ending. Public Benefit The proposed use from this amendment will benefit the public by enhancing recreational and fitness opportunities for residents of Eagan and the south metro area. The other Title Boxing Club locations around the Twin Cities metro area and the nation are highly regarded. Items Not Included in This Submittal: • Site Layout, Conforming o Proposed layout brings parking lot striping up to code with adequately-sized spaces. o No other changes proposed to site layout other than re-striping parking area • Exterior Lighting Plan o No changes are proposed to the Planned Development Agreement • General Grading/Drainage & SWPPP o No changes are proposed to the Planned Development Agreement • General Utility and Street Plan o No changes are proposed to the Planned Development Agreement • General Landscape Plan o No changes are proposed to the Planned Development Agreement • Tree Preservation Plan o No trees are proposed for removal • Stormwater Management Plan o No new or fully-reconstructed impervious area is proposed • Wetlands Inventory/Replacement Plan o No wetlands are proposed for removal Agenda Information Memo  December 5, 2017, Eagan City Council Meeting      PUBLIC HEARING    A. Proposed 2018 Budget and 2018 Property Tax Levy    Action To Be Considered:    1) To close the public hearing, approve the 2018 General fund budget of  $36,148,800, and approve a resolution adopting the final 2018 general levy of  $34,721,942    Required Vote For Approval:       Majority of Councilmembers present    Facts:     The State requires cities over 2,500 in population to hold a public hearing on  their proposed budget and tax levy for next year. State law now allows the  Council to approve the budget on the same night of the hearing if it so chooses.  If the City Council chooses not approve the 2018 budget and tax levy tonight, the  City council will need to take action at the December 19 City Council meeting.   Parcel specific Proposed Property Tax notices were mailed by the County to  Eagan residents in mid‐November.  To date, staff has received three phone calls  related to the notices.   Two residents were concerned about the increases in their property  valuation    Staff is attempting to reach the third resident, who left a message, to  address his questions and concerns.      This year, to communicate budget initiatives and service level impacts,  community outreaches included the following:   A “Budget Gameday” event, where staff fielded live questions from  facebook viewers, was disseminated and broadcasted on November 28.   In addition, the recording was replayed on E‐TV, and is available for “on‐ demand” viewing via the city website and facebook.  As of Thursday,  November 30, 2017, we believe the video has been viewed by 1,331  viewers. Staff for the event included Administrator Osberg, Assistant  Administrator Miller, Finance Director Pepper, Assistant Finance Director  Feldman, Police Chief McDonald and Fire Chief Scott.  The  communications team and E‐TV staff also supported the 30 minute event.   A presentation to the Rotary Club on November 29, 2017 by  Administrator Osberg, Finance Director Pepper, Police Chief McDonald,  and Fire Chief Scott.    The proposed General Fund budget stands at $36,148,800, a 7.4% increase over  2017.  A $165,000 increase to Community Development – Inspections to pay for  contracted commercial inspection service help for 2018.  Fund balance in 2018  or building permit revenue from 2017 will fund the services.     The proposed property tax levy is $34,721,942, a 5.2% increase over 2017.   Tonight’s hearing will include Finance Director Pepper making a PowerPoint  presentation covering the topics that are required to be presented at the hearing  under Truth‐in‐Taxation laws.   Both the PowerPoint presentation and the additional 2018 General Fund Budget  and Property Tax Levy handout will be posted on the City’s website.   Budget information was also prepared for 2019 as part of the City’s new two‐ year budget process.  No action is requested for the 2019 budget tonight.   Instead Council action will be requested in the latter part of 2018.    Note:  Historically, a few residents attend this hearing hoping to challenge the County’s  assessed value on their property, not realizing this is the wrong place and time to do so.   It may be prudent to clarify the purpose of the meeting with the audience before the  presentation.    Attachments:  (4)    PHA‐1 Summaries of the proposed General Fund revenues and expenditures  PHA‐2 Resolution adopting the final 2018 levy  PHA‐3 Presentation slides  PHA‐4 2018 General Fund budget and Property Tax Levy handout          2017 2018 2019 Budget Budget $ % Budget $ % GENERAL GOVERNMENT 01 Mayor & Council 152,100$ 150,800$ (1,300)$ -0.9% 155,100$ 4,300$ 2.9% 02 Administration 584,400 615,100 30,700 5.3% 629,100 14,000 2.3% 03 Information Technologies 1,661,600 1,730,600 69,000 4.2% 1,858,000 127,400 7.4% 04 City Clerk 274,600 377,500 102,900 37.5% 304,300 (73,200) -19.4% 05 Finance 902,300 969,800 67,500 7.5% 992,500 22,700 2.3% 06 Legal 405,000 392,400 (12,600) -3.1% 404,900 12,500 3.2% 07 Comm Dev--Planning 1,112,900 1,120,900 8,000 0.7% 1,157,400 36,500 3.3% 08 Comm Dev--Inspections 1,269,600 1,519,400 249,800 19.7% 1,412,600 (106,800) -7.0% 09 Communications 652,400 662,900 10,500 1.6% 652,600 (10,300) -1.6% 10 Human Resources 462,500 510,900 48,400 10.5% 567,900 57,000 11.2% Gen Govt Total 7,477,400 8,050,300 572,900 7.7% 8,134,400 84,100 1.0% PUBLIC SAFETY 11 Police 13,019,700 13,888,900 869,200 6.7% 14,700,400 811,500 5.8% 12 Fire 2,961,200 3,733,200 772,000 26.1% 4,288,100 554,900 14.9% Public Safety Total 15,980,900 17,622,100 1,641,200 10.3% 18,988,500 1,366,400 7.8% PUBLIC WORKS 21 Public Works/Engineering 1,343,100 1,358,500 15,400 1.1% 1,417,700 59,200 4.4% 22 Streets & Highways 1,987,300 2,112,300 125,000 6.3% 2,227,800 115,500 5.5% 24 Central Svces. Maint. 689,400 823,700 134,300 19.5% 847,900 24,200 2.9% Public Works Total 4,019,800 4,294,500 274,700 6.8% 4,493,400 198,900 4.6% PARKS & RECREATION 30 Recreation 2,195,500 2,342,900 147,400 6.7% 2,410,600 67,700 2.9% 31 Parks 2,099,900 2,222,000 122,100 5.8% 2,386,600 164,600 7.4% 32 Tree Conservation 618,000 674,500 56,500 9.1% 710,400 35,900 5.3% Parks & Rec Total 4,913,400 5,239,400 326,000 6.6% 5,507,600 268,200 5.1% GENL GOVT BLDG MAINT 33 Government Buildings 784,000 779,700 (4,300) -0.5% 800,400 20,700 2.7% Subtotal 33,175,500 35,986,000 2,810,500 8.5% 37,924,300 1,938,300 5.4% 41 Contingency--Undesignated 492,400 162,800 (329,600) -66.9% 38,700 (329,600) -202.5% General Fund Total 33,667,900$ 36,148,800$ 2,480,900$ 7.4% 37,963,000$ 1,814,200$ 5.0% DifferenceDifference 2018-2019 Comparative Summary of Expenditures General Fund Budget 2017 2018 Budget Budget $% General Property Taxes 26,427,500$ 27,995,600$ 1,568,100 5.9% Licenses 308,300 323,400 15,100 4.9% Permits 1,168,200 1,241,700 73,500 6.3% Intergovernmental Rev 1,150,400 1,174,400 24,000 2.1% Charges for Services 1,068,000 1,272,100 204,100 19.1% Recreation Charges 751,900 772,000 20,100 2.7% Fines & Forfeits 251,000 251,500 500 0.2% Other Revenues 273,000 366,300 93,300 34.2% Program Revenues 322,800 267,900 (54,900) -17.0% Fund Balance - 375,000 375,000 N/A Transfers 1,946,800 2,108,900 162,100 8.3% TOTAL GENERAL FUND 33,667,900$ 36,148,800$ 2,480,900 7.4% ∆ 2017 vs. 2018 General Fund 2018 Budget COMPARATIVE SUMMARY OF REVENUES 2018 2019 Budget Budget $% General Property Taxes 27,995,600 29,848,000 1,852,400 6.6% Licenses 323,400 323,400 - 0.0% Permits 1,241,700 1,168,700 (73,000) -5.9% Intergovernmental Rev 1,174,400 1,172,700 (1,700) -0.1% Charges for Services 1,272,100 1,378,700 106,600 8.4% Recreation Charges 772,000 797,100 25,100 3.3% Fines & Forfeits 251,500 253,500 2,000 0.8% Other Revenues 366,300 391,900 25,600 7.0% Program Revenues 267,900 333,800 65,900 24.6% Fund Balance 375,000 210,000 (165,000) -44.0% Transfers 2,108,900 2,085,200 (23,700) -1.1% TOTAL GENERAL FUND 36,148,800$ 37,963,000$ 1,814,200 5.0% General Fund 2019 Budget COMPARATIVE SUMMARY OF REVENUES ∆ 2018 vs. 2019 RESOLUTION CITY OF EAGAN LEVY OF PAYABLE 2018 REAL ESTATE TAXES WHEREAS, a regular meeting of the City Council of the City of Eagan, Dakota County, Minnesota, was held on December 5, 2017, at 6:30 p.m., at the Eagan Municipal Center, all members being present, WHEREAS, upon motion by Councilmember , and seconded by Councilmember . NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Eagan, Dakota County, Minnesota, hereby is on record approving and certifying the levy of Real Estate Taxes for Eagan, Minnesota, which taxes are payable in 2018 as follows: General Revenue: General Fund $ 27,995,600 Cedar Grove Parking Garage Maint Fund 39,000 Data Bank – Tax Abatement 6,000 Equipment Revolving Fund 1,500,000 Major Street Fund 2,458,493 General Facilities Renewal/Replacement Fund 230,000 Parks System Development and Renewal/ 488,000 Replacement Fund Fire Apparatus Fund 154,113 Subtotal General Revenue 32,871,206 Debt Service: 2016 Bonds 519,879 2009A Equipment Certificates 76,440 2010A Equipment Certificates 56,669 2012B Equipment Certificates 72,778 Community Center/Central Park bonds 1,124,970 Subtotal Debt Service 1,850,736 Total City-Wide Levy $ 34,721,942 Dated: December 5, 2017 CITY OF EAGAN CITY COUNCIL By: Its Mayor Attest: Its Clerk CERTIFICATION I, Christina 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 5th day of December, 2017. Christina Scipioni, City Clerk 2018-2019 Budget & Tax Levy Eagan is growing! $380 (!) million new valuation in 2017 0 50 100 150 200 250 300 350 400 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 Residential Comm/Ind Valuation is from permits pulled; projects will not generate taxes until 1-2 years after construction is complete Growth impacts service delivery •Police calls for service are up •1,385 calls so far this year to the outlet mall •573 calls this year to Central Park Commons •??? future calls to Viking Lakes and other new developments How do we respond to growth? •We are proposing additional officers to service new areas of development •Current complement is 70 sworn officers •5 officers are proposed for 2018-19 •3 in 2018 •2 in 2019 Commitment to be an Eagan POC firefighter is huge •3-hour training every month •On call 24/7 •Respond to minimum 30% of calls •The number of men and women able to commit the time required to be a POC firefighter is dwindling How do we respond to the difficulty in attracting and retaining POC firefighters? •Transition to a full-time fire department to ensure a strong and consistent response to emergencies •Currently we have 6 FT firefighters and ~90 POC firefighters •12 FT firefighters are proposed for 2018-19 •6 in 2018 •6 in 2019 •POC firefighter count is planned to drop from 90 to 65 How much do 12 firefighters and 5 cops cost? •For average value Eagan home ($277,035): •5 police officers = $16/year in taxes … or $1.35/month •12 firefighters = $39/year in taxes … or $3.25/month •Costs will be phased in over two years At a glance … 2017 2018 $ Increase % Increase 2019 $ Increase % Increase Budget $33,667,900 $36,148,800 $2,480,900 7.4%$37,963,000 $1,814,200 5.0% Levy 33,018,126 34,721,942 1,703,816 5.2%36,663,582 1,941,640 5.6% New staff: 5 police, 12 firefighters, 2 parks maint, 1 mechanic 1,288,900 1,021,900 Tax Levy 2017 2018 ($ in 000s) General Fund $ 26,428 $ 27,996 Major Street Fund 2,407 2,458 Capital Equipment 1,260 1,500 Community Center bonds 1,122 1,125 2016 Capital Improvement bonds 535 520 Park System Development/Renewal & Replacement 478 488 Fire Apparatus/Equipment certificates 360 360 Facilities Renewal & Replacement Fund 346 230 Cedar Grove Parking Ramp maintenance 60 39 Abatement 22 6 Totals $ 33,018 $ 34,722 5.2% $972 $966 $1,000 $20 $19 $9 $7 $5 $5 $920 $940 $960 $980 $1,000 $1,020 $1,040 2017 $263,511 home 2018 $277,035 home 2019 est. City taxes on avg value home New park maint & other New police officers New firefighters Base $1,031 $1,000 $972 C/I property tax impact –City portion Property Type 2017 Est. Mkt Value 2018 Est. Mkt Value % change 2017 taxes 2018 taxes $ change % change Commercial $ 231,400 $ 238,700 3.2%$ 1,120 $ 1,137 $ 17 1.5% Commercial 1,351,600 1,247,100 (7.7%)6,364 5,767 (597)(9.4%) Commercial 3,311,900 3,443,000 4.0%15,850 16,228 378 2.4% Commercial 3,408,000 3,408,000 0.0%16,315 16,061 (254)(1.6%) How much of the additional cost will be covered by tax-base growth? Taxes from new development Cost of new staff - 500,000 1,000,000 1,500,000 2,000,000 2,500,000 2017 2018 2019 2020 2021 2022 The $1.1 million new taxes would be $1.8 million if not for Fiscal Disparities sharing of 40% of new tax base Source: Dakota County Property Taxation & Records, Nov 2017 Source: Dakota County Property Taxation & Records, Nov 2017 Proposed City taxes on its own median value home 1,459 1,431 1,335 1,285 1,283 1,268 1,268 1,264 1,154 1,122 1,122 1,104 1,102 1,084 1,068 1,037 969 789 - 200 400 600 800 1,000 1,200 1,400 1,600 West St. Paul Mendota Heights Hastings Inver Grove Heights Eden Prairie Minnetonka Brooklyn Park South St. Paul Maple Grove Rosemount Apple Valley Burnsville Bloomington Lakeville Woodbury Eagan Plymouth Coon Rapids Eagan’s Credit Rating: AAA •Moody’s comments accompanying 2017 Aaa rating: •“Large and diverse tax base” •“Stable financial operations” •“Strong operating reserves” •Standard & Poor’s comments accompanying 2017 AAA rating: •“Very strong management with strong financial policies and practices” •“Very strong budgetary flexibility with available reserves” •“Very strong liquidity … and low overall net debt” Fiscal Health Award: And the winner is … In 2017, the Minnesota Center for Fiscal Excellence (formerly the MN Taxpayers Association), ranked the state’s 30 largest cities in terms of fiscal health measured by 10 different metrics. Eagan received the highest composite score. Questions? For additional budget/levy information, contact: Tom Pepper, Finance Director Josh Feldman, Asst. Finance Dir. tpepper@cityofeagan.com jfeldman@cityofeagan.com 651.675.5017 651.675.5019 2018‐2019 Budget & Tax Levy Eagan is growing! $380 (!) million new valuation in 20170501001502002503003504002008 2009 2010 2011 20122013 2014 2015 2016 2017ResidentialComm/IndValuation is from permits pulled; projects will not generate taxes until 1‐2 years after construction is complete Growth impacts service delivery•Police calls for service are up•1,385 calls so far this year to the outlet mall•573 calls this year to Central Park Commons•??? future calls to Viking Lakes and other new developments How do we respond to growth?•We are proposing additional officers to service new areas of development•Current complement is 70 sworn officers•5 officers are proposed for 2018‐19•3 in 2018•2 in 2019 Commitment to be an Eagan POC firefighter is huge•3‐hour training every month•On call 24/7•Respond to minimum 30% of calls•The number of men and women able to committhe time required to be a POC firefighter is dwindling How do we respond to the difficulty in attracting and retaining POC firefighters?•Transition to a full‐time fire department to ensure a strong and consistent response to emergencies•Currently we have 6 FT firefighters and ~90 POC firefighters•12 FT firefighters are proposed for 2018‐19•6 in 2018•6 in 2019•POC firefighter count is planned to drop from 90 to 65 How much do 12 firefighters and 5 cops cost?•For average value Eagan home ($277,035):•5 police officers = $16/year in taxes … or $1.35/month•12 firefighters = $39/year in taxes … or $3.25/month•Costs will be phased in over two years At a glance …2017 2018$       Increase% Increase2019$       Increase% IncreaseBudget$33,667,900 $36,148,800 $2,480,9007.4%$37,963,000 $1,814,2005.0%Levy33,018,126 34,721,942 1,703,8165.2%36,663,582 1,941,6405.6%New staff:  5 police, 12 firefighters,2 parks maint,       1 mechanic1,288,900 1,021,900 Tax Levy 2017 2018($ in 000s)General Fund $  26,428 $  27,996Major Street Fund 2,407 2,458Capital Equipment 1,260 1,500Community Center bonds 1,122 1,1252016 Capital Improvement bonds 535 520Park System Development/Renewal & Replacement 478 488Fire Apparatus/Equipment certificates 360 360Facilities Renewal & Replacement Fund 346 230Cedar Grove Parking Ramp maintenance 60 39Abatement 226Totals $  33,018 $  34,7225.2% $972 $966 $1,000 $20 $19 $9 $7 $5 $5  $920 $940 $960 $980 $1,000 $1,020 $1,0402017$263,511 home2018$277,035 home2019 est.City taxes on avg value home New park maint & otherNew police officersNew firefightersBase$1,031$1,000$972 C/I property tax impact –City portionPropertyType2017 Est. Mkt Value2018 Est.  Mkt Value% change 2017 taxes 2018 taxes$ change%changeCommercial $   231,400 $   238,7003.2%$   1,120 $   1,137$   17 1.5%Commercial 1,351,600 1,247,100(7.7%)6,364 5,767(597) (9.4%)Commercial 3,311,900 3,443,0004.0%15,850 16,228378 2.4%Commercial 3,408,000 3,408,0000.0%16,315 16,061(254) (1.6%) How much of the additional cost will be covered by tax‐base growth?Cost of new staff ‐ 500,000 1,000,000 1,500,000 2,000,000 2,500,0002017 2018 2019 2020 2021 2022Taxes from new developmentThe $1.1 million new taxes would be $1.8 million if not for Fiscal Disparities sharing of 40% of new tax base Source: Dakota County Property Taxation & Records, Nov 2017 Source: Dakota County Property Taxation & Records, Nov 2017 Proposed City taxes on its own median value home1,396 1,262 1,215 1,182 1,116 1,097 1,081 1,078 1,009 997 997 994 988 975 966 938 937 600  ‐  200 400 600 800 1,000 1,200 1,400 1,600Mendota HeightsEden PrairieMinnetonkaWest St. PaulInver Grove HeightsHastingsMaple GroveBrooklyn ParkRosemountLakevilleWoodburySouth St. PaulApple ValleyBloomingtonBurnsvilleEaganPlymouthCoon Rapids Eagan’s Credit Rating:  AAA•Moody’s comments accompanying 2017 Aaa rating:•“Large and diverse tax base”•“Stable financial operations”•“Strong operating reserves”•Standard & Poor’s comments accompanying 2017 AAA rating:•“Very strong management with strong financial policies and practices”•“Very strong budgetary flexibility with available reserves”•“Very strong liquidity … and low overall net debt” Fiscal Health Award:  And the winner is …In 2017, the Minnesota Center for Fiscal Excellence (formerly the MN Taxpayers Association), ranked the state’s 30 largest cities in terms of fiscal health measured by 10 different metrics.  Eagan received the highest composite score. Questions?For additional budget/levy information, contact:Tom Pepper, Finance Director Josh Feldman, Asst. Finance Dir.tpepper@cityofeagan.com jfeldman@cityofeagan.com651.675.5017 651.675.5019 Agenda Information Memo December 5, 2017 Eagan City Council Meeting PUBLIC HEARINGS B. Variances – 4565 Erin Lane (McDonald’s) Actions To Be Considered: To approve (or direct preparation of Findings of Fact for Denial) a Variance of 27 parking stalls for property located at 4565 Erin Drive, subject to the conditions listed in the staff report. To approve (or direct preparation of Findings of Fact for Denial) a Variance of 23’ to allow a 50’ tall pylon sign for property located at 4565 Erin Drive, subject to the conditions listed in the staff report. To approve (or direct preparation of Findings of Fact for Denial) a Variance of 31 SF to allow a 156 SF sign face for a pylon sign located at 4565 Erin Drive, subject to the conditions listed in the staff report. Required Vote For Approval:  Majority of Councilmembers present Facts:  The Applicant is proposing to raze the existing building and build a new 4,418 SF restaurant with a side-by-side drive-through, located on the south side of the building.  A Variance is requested to allow a reduction in parking. City Code requires 74 parking stalls whereas the Applicant is proposing 47 parking stalls, a reduction of 27 stalls.  A Variance is requested to the pylon sign total height. The existing pylon sign would be increased to 50’ in height to allow increased visibility. City Code allows a pylon sign limited to twenty-seven feet total height.  A Variance is requested to the size of the pylon sign face. The square footage of the sign face would be increased to 156 SF. City Code allows a maximum 125 SF sign face.  The Applicant’s stated practical difficulties are the shape of the property which is surrounded by three right-of-ways as well as the need to ‘right-size’ the parking on the property and the need for additional visibility for the sign. The Applicant also states the larger size face will be in scale with the taller height of the sign.  The Applicant states over 70% of their customers are served via the drive-through whereas that figure was 30-35% when the site was originally developed. The Applicant also states the proposed parking ratio is consistent with their restaurants nationally.  Similar requests to increase the height of the pylon sign were denied in 1982 and 1991; however, since that time, a two-story redevelopment (New Horizon daycare) occurred between the subject property and the northbound Hwy 77 exit ramp at Cliff Road.  City staff is unaware of any prior approvals to allow an increase in sign area exceeding 125 SF. Issues: None 60-Day Agency Action Deadline: January 12, 2018 Attachments: (3) PHB-1 Location Map PHB-2 Planning Report PHB-3 Report Exhibits KINGS RD RAHNCLIFF ROADCEDAR RDG CIR NICOLS ROADNICOLS ROADRAHN ROADCLIFFLAKERD.BLACKHAWK RDNICOLS SERVICE ROADBLACKHAWK ROADBERKSHIRE CTPONDVIEWDRA M B E R CT TIMBER WOLF CTCLIFFLAKEROAD BLACKHAWK ROADWALNUTLN BEECHER DRONYXDRRAHN ROADERIN DRERINDRIVE SOUTH TIMBERWOLFTRAIL NORTH TIMBERWOLFTRAIL BEAVERDAMCT SUNRISE ROADSHALE LANEDIAMOND DRIVEDIAMONDDRMARBLELANE SHALE LANE CORAL LANE BADGER CT CLIFFLAKERD.BEAVERDAMROADNICOLS ROADVIENNA LANE GALAXIE AVEJAMES COURTSLATER CTNANCY CR PIN OAK DR ERIN DRIVE ERIN LANECLIFF DRIVE SCOTTTRAILSCOTTT R AIL CLIFFVIEWDRIVE CLIFFVIEWDRIVECLIFFHILLLA N ENICOLS ROADGLORY DRIVE QUARTZLANE COPPERPTC O P P ERLANEAMBERDR LIMESTONE DRJASPERDRMOONSTONEDRSANDSTONEDRO N Y XPTJASPER DR SANDSTONE DRBEARPATHTLBEAVERDAMROADBEAR PATH TRAIL KINGSRDKINGSRDRAHN WAY RAHNCLIFFCT RAHNCLIFF C TCOVINGTON LN COVIN G TONLNBERKSHIREBERKSHIREWAYDRIVE S K Y V IE W C TMETCALFDRSUNSE T C O U R T SUNCLIFFROADDEERHI LLS TRAIL CHIPMUNK COURT FOXRIDGERDEAGLECRESTDRIVEFOX RI D GECTPARKCENTER DRJAMESS TOAKCLIFFDRJA M ESSTSLAT E R ROADJAMES STHIGHCROFTCTWARRICKCT MAHOGA NY WAY OAK WAYVIBURNUM TRAIL PIN OAK DR VI ENNALANEP LAZADRIVEWEST W I N DT RA I L RIDGE WIN D TRAIL COVINGTON LN NARVIKCTNARVIK D RCINNAMONRIDGETRAILMETCAFDRIVECOUNTY STATE AID HIGHWAY NO. 32 ( CLIFF ROAD ) SLA T E RROADSTATE HWY. NO. 77 (CEDAR AVE.)STATE TRUNK HWY. NO. 77INTERSTATE HWY. NO. 35ESTATEHWY.NO.77(CEDARAVE.)RiverHills Park MeadowlandPark SlaterAcres Park HighlineTrail Park KettlePark Rahn Park Park RahnAthleticPark Lebanon HillsRegional Park Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yanke e Do odle Rd Lone Oak Rd Map Area Extent Project Name: M cDonald's - 4565 Erin LaneRequest: VariancesCase N o.: 30-VA-06-10-17; 30-VA-07-10-17;30-VA-09-10-17 Subject Site PLANNING REPORT CITY OF EAGAN REPORT DATE: November 30, 2017 CASE: 30-VA-06-10-17; 30-VA-07-10-17; 30-VA-09-10-17 APPLICANT: Kimley-Horn HEARING DATE: December 5, 2017 PROPERTY OWNER: McDonald’s Real Estate APPLICATION DATE: Nov. 13, 2017 Company REQUEST: Variance PREPARED BY: Sarah Thomas LOCATION: 4565 Erin Lane COMPREHENSIVE PLAN: RC, Retail Commercial ZONING: CSC, Community Shopping Center SUMMARY OF REQUEST Kimley Horn, is requesting approval of:  Variance to allow a reduction in the number of required parking stalls; and  Variance to allow a 50’ tall pylon sign  Variance to allow a 156 SF sign face. The above requests pertain to property located at 4565 Erin Drive, legally described as Lot 1, Block 1, Mari Acres. AUTHORITY FOR REVIEW City Code Chapter 11, Section 11.50, Subdivision 3, B., 3, states that the Council may approve, approve with conditions or deny a request for a variance. In considering all requests for a variance, 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 owners of property have no control. Planning Report – McDonald’s (4565 Erin Lane) December 5, 2017 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. That special conditions or circumstances do not result from actions of the applicant. d. That granting of the variance will not confer on the applicant any special privilege that is denied by this Ordinance to owners of other lands, structures or buildings in the same district. e. The variance requested is the minimum variance which would alleviate the hardship. f. The variance would not be materially detrimental to the purposes of this Code or to property in the same zone. g. Whether the property for which the variance is requested is in compliance with the City Code. The ordinance also states “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.” CODE REQUIREMENTS Parking: City Code Sec. 11.70, Subd. 5 sets the minimum number of required off-street parking stalls as follows: Drive-in or drive-through food establishment = At least one space per 60 SF of gross floor area. Signage: City Code Sec. 11.70, Subd. 28 F sets the requirement for freestanding business signs as follows: Pylon Signs = Up to one allowed per building. When used, a pylon sign is allowed in lieu of a freestanding sign. No pylon signs shall project more than 27 feet above the lot level, roadway level, or a specified point between the two levels as determined by the council. No pylon sign shall exceed 125 SF in area per side. Planning Report – McDonald’s (4565 Erin Lane) December 5, 2017 Page 3 BACKGROUND/HISTORY The site was initially developed in 1981. A Conditional Use Permit (CUP) to allow a Class II restaurant with a drive-through and a pylon sign was approved in January, 1981. The original construction required a 15-foot Variance to the required parking setback requirement from Erin Lane. The property owner applied for a Variance in 1982 to exceed the allowable height for the pylon sign. The request was denied for several reasons including that the McDonald’s property does not abut a freeway (as required by the Sign Ordinance at that time) which was a requirement to allow for an increase of height above the 27 foot normal height limitation and fear of a precedent being set for other fast food purveyors. Another Variance request was sought in 1991 to increase the height of the pylon from 25’ to 50’ due to construction work on the adjacent highway restricting visibility of the sign; the Variance was also denied. EXISTING CONDITIONS The property consists of 1.2 acres located at the southwest corner of Nicols Rd. and Erin Dr. Access to the property is provided from three entrances upon Erin Dr. A 4,950 SF fast food restaurant with a drive-through and playplace is developed on the property. The site provides 70 parking stalls. The pylon sign is located in the SW corner of the subject property. A review of existing contours indicates an elevation of 910 at the pylon sign. The elevation of the bridge deck over the northbound lane of Hwy 77 is at an approximate 930 contour or about 20 feet above the northbound lane at 910. The elevations of the properties adjacent to the southbound lane from the Cliff Road bridge (across the highway from the subject site), are approximately 970 or 60’ greater than the subject site. EVALUATION OF REQUEST Description of Proposal – McDonald’s is proposing to raze the existing buildings and build a new 4,418 SF restaurant with a side-by-side drive-through, located on the south side of the building. The pickup window would be located on the east side of the building similar to existing conditions. While the proposed building has a smaller footprint than the existing facility, it will no longer have the indoor playplace. According to McDonald’s, approximately 72% of their business is conducted at the drive-through facility. The Site Plan identifies 47 parking stalls (a reduction of 23 stalls from the existing development) and has a circulation pattern which allows vehicles to circle through the south/east side of the building and continue straight out to the looped street. Therefore, this circulation would not mix in with the cars that will be coming in to park to go into the facility. The Site Plan identifies a by-pass lane for the drive-through and reduction of one of the entrances from Erin Drive. A new entrance from Erin Lane, from the west, will allow direct access into the drive-through lane without maneuvering through the parking lot. The redevelopment will also Planning Report – McDonald’s (4565 Erin Lane) December 5, 2017 Page 4 include a new stormwater basin at the NW corner of the site, consistent with City Code requirements. The proposed Site Plan contains 47 parking stalls, which appears to be adequate for the site. The City Code requires 74 parking stalls. Thus, the Variance request to allow a reduction of 27 parking stalls. The applicant is also requesting Variances for a 50’ tall, 150 SF pylon sign. The additional sign height is requested to compensate for restricted visibility of the building and the normally allotted 27’ pylon sign for traffic on Hwy. 77. The restricted visibility is due to the surrounding buildings, specifically the obstruction of the newly redeveloped, two-story, daycare center (New Horizon) by the Cliff Road overpass and exit ramp, and mature trees, which were not present when the existing facility was constructed. City staff is unaware of any prior approvals to allow an increase in sign area exceeding 125 SF. Compatibly with Surrounding Area – All pylon signage in this specific area and general vicinity is consistent with the City Code standard of 27’ tall with a max sign face of 125 SF per side. 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 to alleviate a practical difficulty. The business relies heavily upon drive-through customers which reduces the demand of off-street parking. The proposal represents a significant private reinvestment in an existing business that will include site alterations and improvements that will offset and/or mitigate existing conditions that do not meet current standards. APPLICANT’S PRACTICAL DIFFICULTIES The Applicant indicates the original site is over parked as it was developed during a time when 30-35% of sales were via the drive-through, thus more parking stalls were needed. When originally approved, the Site Plan had 64 parking stalls, but did not include the playplace. According to the applicant, presently, over 70% of sales are conducted through the drive-through. Additionally, the current layout, which provides for 70 stalls, includes square footage of a playplace that will not be included with the redevelopment of the site. The Applicant’s narrative states the size and shape of the property as a practical difficulty in that the property fronts three public right-of-ways. Further, the Applicant states, “the proposal provides a parking ratio of 10.6/1,000SF and with over 14,000 restaurants, has found a parking ratio of 10.0 to be more than sufficient for this type of store and market…The proposed site layout maximizes the amount of parking feasible for the site and includes sufficient parking to meet the demand of the restaurant”. Additionally, the applicant mentions relevant industry changes of ‘right-sizing’ Planning Report – McDonald’s (4565 Erin Lane) December 5, 2017 Page 5 parking lots, reduction of the site’s impervious area and reduction in the number of access points along Erin Drive as benefits of the redevelopment. Regarding signage, the Applicant indicates the allowances per City Code would be sufficient if not for surrounding development blocking the view of the existing pylon sign. The narrative states, “Granting this variance will allow for visibility to the signage of this restaurant, which is a privilege, and retail necessity, that other land owners and operators also have”. Also, the Applicant’s narrative states, “ This request is roughly 25% more than the allowed 125 SF sign, but is necessary due to the site’s distance from the major intersection and distance from the Highway 77 off-ramp…A larger sized sign is in scale with the height and greater distance and separation from the necessary visibility points.” The applicant provided anticipated line of sight exhibits to better portray the visibility need of a taller and larger pylon sign. SUMMARY/CONCLUSION The Applicant is proposing to remove the existing restaurant and construct a new McDonald’s restaurant at 4565 Erin Lane. The redevelopment would result in bringing the site into compliance with the City Code in relation to stormwater and trash enclosure regulations. Three Variances are associated with this proposal. The first is to allow a reduction in the required number of off-street parking stalls from 74 to 47 stalls. The second and third are to allow a 50’ tall, 156 SF pylon sign. The proposed redevelopment consists of a smaller building footprint and a side by side drive- through facility. The stated practical difficulties are the need to ‘right-size’ the parking per the current customer trend as over 70% of customer traffic is via the drive-through, and to provide visibility to the site as the buildings and mature trees in the nearby vicinity block the visibility of the existing pylon sign on the property. A determination of whether or not the applicant has sufficiently demonstrated a practical difficulty to support the Variances is a policy matter to be determined by City Officials. ACTIONS TO BE CONSIDERED To approve a Variance allowing a reduction from 74 to 47 parking stalls for new construction for McDonald’s located at 4565 Erin Lane, legally described as Lot 1, Block 1, Mari Acres. 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. Planning Report – McDonald’s (4565 Erin Lane) December 5, 2017 Page 6 2. Site development shall be implemented consistent with the plans dated October 16, 2017. 3. A Building Permit is required prior to commencing construction. To approve a Variance allowing a 50’ pylon sign for McDonald’s located at 4565 Erin Lane, legally described as Lot 1, Block 1, Mari Acres. 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. A Sign Permit shall be obtained from the City prior to installation of the sign. 3. They pylon sign shall not exceed 50’ in height and shall comply will all other City Sign Code requirements. To approve a Variance allowing a 156 SF sign face for McDonald’s located at 4565 Erin Lane, legally described as Lot 1, Block 1, Mari Acres. 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. A Sign Permit shall be obtained from the City prior to installation of the sign. 3. They pylon sign shall not exceed 156 SF in sign area and shall comply will all other City Sign Code requirements. KINGS RD RAHNCLIFF ROADCEDAR RDG CIR NICOLS ROADNICOLS ROADRAHN ROADCLIFFLAKERD.BLACKHAWK RDNICOLS SERVICE ROADBLACKHAWK ROADBERKSHIRE CTPONDVIEWDRA M B E R CT TIMBER WOLF CTCLIFFLAKEROAD BLACKHAWK ROADWALNUTLN BEECHER DRONYXDRRAHN ROADERIN DRERINDRIVE SOUTH TIMBERWOLFTRAIL NORTH TIMBERWOLFTRAIL BEAVERDAMCT SUNRISE ROADSHALE LANEDIAMOND DRIVEDIAMONDDRMARBLELANE SHALE LANE CORAL LANE BADGER CT CLIFFLAKERD.BEAVERDAMROADNICOLS ROADVIENNA LANE GALAXIE AVEJAMES COURTSLATER CTNANCY CR PIN OAK DR ERIN DRIVE ERIN LANECLIFF DRIVE SCOTTTRAILSCOTTT R AIL CLIFFVIEWDRIVE CLIFFVIEWDRIVECLIFFHILLLA N ENICOLS ROADGLORY DRIVE QUARTZLANE COPPERPTC O P P ERLANEAMBERDR LIMESTONE DRJASPERDRMOONSTONEDRSANDSTONEDRO N Y XPTJASPER DR SANDSTONE DRBEARPATHTLBEAVERDAMROADBEAR PATH TRAIL KINGSRDKINGSRDRAHN WAY RAHNCLIFFCT RAHNCLIFF C TCOVINGTON LN COVIN G TONLNBERKSHIREBERKSHIREWAYDRIVE S K Y V IE W C TMETCALFDRSUNSE T C O U R T SUNCLIFFROADDEERHI LLS TRAIL CHIPMUNK COURT FOXRIDGERDEAGLECRESTDRIVEFOX RI D GECTPARKCENTER DRJAMESS TOAKCLIFFDRJA M ESSTSLAT E R ROADJAMES STHIGHCROFTCTWARRICKCT MAHOGA NY WAY OAK WAYVIBURNUM TRAIL PIN OAK DR VI ENNALANEP LAZADRIVEWEST W I N DT RA I L RIDGE WIN D TRAIL COVINGTON LN NARVIKCTNARVIK D RCINNAMONRIDGETRAILMETCAFDRIVECOUNTY STATE AID HIGHWAY NO. 32 ( CLIFF ROAD ) SLA T E RROADSTATE HWY. NO. 77 (CEDAR AVE.)STATE TRUNK HWY. NO. 77INTERSTATE HWY. NO. 35ESTATEHWY.NO.77(CEDARAVE.)RiverHills Park MeadowlandPark SlaterAcres Park HighlineTrail Park KettlePark Rahn Park Park RahnAthleticPark Lebanon HillsRegional Park Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yanke e Do odle Rd Lone Oak Rd Map Area Extent Project Name: M cDonald's - 4565 Erin LaneRequest: VariancesCase N o.: 30-VA-06-10-17; 30-VA-07-10-17;30-VA-09-10-17 Subject Site Erin LaneCliff Drive Erin Drive Nicols RoadNicols RoadErin Drive Nicols 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 2016 Project : McDonald's - 4565 Erin LaneRequest: VariancesCase N o.: 30-VA-06-10-17;30-VA-07-10-17;30-VA-09-10-17 ANTICIPATED LINEOF SIGHT EXHIBITCLIFF ROAD, EASTBOUND 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM‹CONCEPTUAL - NOT TO SCALE; NOT FOR CONSTRUCTIONMCDONALD'SUSA, LLCCLIFF RDNICOLS RDCEDAR AVELINE OF SIGHT LOCATION ANTICIPATED LINEOF SIGHT EXHIBITCLIFF ROAD, WESTBOUND 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM‹CONCEPTUAL - NOT TO SCALE; NOT FOR CONSTRUCTIONMCDONALD'SUSA, LLCNICOLS RDCEDAR AVECLIFF RDLINE OF SIGHT LOCATION ANTICIPATED LINE OFSIGHT EXHIBITCEDAR AVE OFF-RAMP TO CLIFF RD 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM‹CONCEPTUAL - NOT TO SCALE; NOT FOR CONSTRUCTIONMCDONALD'SUSA, LLCNICOLS RDCEDAR AVECLIFF RDLINE OF SIGHT LOCATION kimley-horn.com 2550 University Avenue West, Suite 238N, St. Paul, MN 55114 651-645-4197 MEMORANDUM To: Sarah Thomas City of Eagan From: Trisha Sieh, PE Kimley-Horn and Associates, Inc. Date: November 13, 2017 Subject: Sign Area Variance Request Narrative The property is used for an existing drive-thru McDonald’s restaurant with a playplace and 70 parking stalls. The existing building was built in 1981. The proposed redevelopment to the McDonald’s store will feature a modern restaurant with side-by-side drive-thru and 47 parking stalls. The redevelopment will require stormwater treatment consistent with the City of Eagan’s requirements, which will be an improvement to the site and the surrounding area. McDonald’s is willing to reinvest in the current property, although it is not on an arterial road or significant intersection. Without physical presence on a main thoroughfare, sufficiently sized signage direct to customers is paramount. VARIANCE The city council may approve, approve with conditions or deny a request for a variance. In considering all requests for a variance, 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 owners of property have no control. In the Community Shopping Center neighborhood, a pylon sign of maximum 125 SF and 27 feet in height is allowed by City Code. The applicant is requesting a variance for a 156.28 SF sign. This request is roughly 25% more than the allowed 125 SF sign, but is necessary due to the site’s distance from the major intersection and distance from the Highway 77 off-ramp. These are the main intended points of visibility to potential McDonald’s customers, and the sign’s visibility is crucial to the store’s success. The Code allowed maximum size is more applicable to parcels directly on intended travel routes. The increased signage area complements the requested variance for sign height. A larger sized sign is in scale with the height and greater distance and separation from the necessary visibility points. Page 2 kimley-horn.com 2550 University Avenue West, Suite 238N, St. Paul, MN 55114 651-645-4197 The existing building is located on a 1.24 AC property west of Nicols Road, surrounded on the north by Erin Drive, on the west Erin Lane and to the south a Holiday Station. The major intersection is located south of the Holiday at the intersection of Cliff Road and Nicols Road. On McDonald’s property, the existing pylon sign is located at the southwest corner of the property, by Erin Drive. The pylon sign was originally visible from the Highway 77 off-ramp and Cliff Road, but is now screened by the existing Holiday Fuel Station, New Horizon building, and office building. The Holiday Station was built in 1987. Where the existing New Horizon building sits today, was previously a single-story drive- thru restaurant until 2015. And the existing office building located between the McDonald’s site and Highway 77 was developed in 1981 near or shortly after the McDonald’s building was erected. The existing pylon sign was approved by a CUP in December of 1980 to comply with the same size & height requirements as the current City Code. Since this time, newer development and mature trees have surrounded the area and are significantly blocking the existing pylon sign. The New Horizons building is a new multi-story building on Cliff Road that blocks most visibility from Cliff Road. The Holiday, located at the hard corner of the intersection consists of a building, gas canopy, and carwash structures which block visibility to the site. Nicols Road is lined with mature trees which provide screening along the road and a landscape feature. This screening causes the McDonald’s restaurant limited visibility from the major intersection and even limited visibility from Nicols Road. The other major point of visibility which the sign is hidden from is the Cedar Ave (Hwy 77) off-ramp. The Cedar Ave & Cliff Road interchange is located west of the site. West of Erin Lane, the newer multi-story office building sits higher than the McDonald’s site and is surrounded by mature trees on-site and within the Cedar Ave ROW. 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. The allowable sign size per Code would be sufficient for McDonald’s if the new surrounding development was not blocking the major display of the sign from the main intersections. Figure 1 From the eastbound lane of Cliff Road, west of the Nicols Road intersection. The pylon sign is barely visible between the two buildings. Page 3 kimley-horn.com 2550 University Avenue West, Suite 238N, St. Paul, MN 55114 651-645-4197 c. That special conditions or circumstances do not result from the actions of the applicant. The owner of the parcel built the original pylon sign according to the City Code requirements in 1980 unbeknownst that future development would block sign visibility. In the proposed McDonald’s CUP, a taller sign was requested but was rejected to avoid direct visibility from Highway 77. The current request is intended to create visibility only at this off-ramp and Cliff Road without causing concern for drivers along the highway. d. That granting of the variance requested will not confer on the applicant any special privilege that is denied by this Ordinance to owners of other lands, structures or buildings in the same district. Granting this variance will allow for visibility to the signage of this restaurant, which is a privilege, and retail necessity, that other land owners and operators also have. e. The variance requested is the minimum variance which would alleviate the hardship. The variance requested would increase the sign size to 156.28 SF from the 125 SF allowed. This size increase will be just sufficient to increase visibility to the main intersection of Cliff Road & Nicols Road as well as improve visibility along Nicols Road. The increased sign size will complement the requested sign height variance to improve visibility. These major intersections are the necessary points of visibility, and the increased sign size will be just enough to improve visibility to the major intersections & streets. f. The variance would not be materially detrimental to the purposes of this Code or to property in the same zone. The variance would simply allow for the signage to be visible from the arterial roads, better meeting the intended use of signage allowed by the Code. The current sign is not visible from any of the surrounding major roadways which is not its intended use. The sign location is overall out of the way of neighboring properties and not a nuisance in any way. Figure 3 View of the existing pylon sign from Erin Lane, facing east Figure 2 View of existing pylon sign facing south on Erin Lane. Visible how the property west of the site is located higher than the site. Agenda Information Memo December 5, 2017 Eagan City Council Meeting PUBLIC HEARING C. Project 1258, Galaxie Avenue Street Improvements Action To Be Considered: Close the public hearing and approve Project 1258 (Galaxie Avenue - Street Improvements) as presented, and authorize the preparation of detailed plans and specifications. Facts:  On June 6, 2017, the City Council directed staff to prepare a feasibility report considering the rehabilitation of Galaxie Avenue from Berkshire Dr. to the Apple Valley border, in southwest Eagan located south of Cliff Road and east of I-35E.  A structural mill and overlay of this street is programmed for 2018 in the City of Eagan’s 5-Year CIP (2018-2022).  On November 6, 2017, the draft Feasibility Report was presented to the City Council and a public hearing was scheduled for Tuesday, December 5, 2017.  An informational neighborhood meeting was held on November 27 for the adjacent property owners to discuss the proposed improvements. Of the 11 properties to be assessed under this improvement, one resident representing one property attended the meeting.  All notices have been published in the legal newspaper and sent to all affected property owners informing them of this public hearing. Attachments (2) PHC-1 Feasibility Report PHC-2 Neighborhood Meeting Minutes •� w 'b •* y19 71 1AL, M 1�` Memo To: Honorable Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: Oct. 30, 2017 Re: Gaiaxie Ave Street Revitalization City Project No.: 1258 Attached is the feasibility report for the Galaxie Ave, City Project No. 1258. The report presents and discusses the proposed improvements and includes a cost estimate, preliminary assessment roll and schedule. We would be pleased to meet with the City Council at your convenience to review and discuss the contents of this report. Reviewed By: D p rtment of Public Works LV Reviewed By: ,l Financ Tpartment I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. .11 1 Aaron Nelson Date: �1�? Q Reg. No. 45795 Date: Date: �� E AGA N Memo To: Honorable Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: Oct. 30, 2017 Re: Gaiaxie Ave Street Revitalization City Project No.: 1258 Attached is the feasibility report for the Galaxie Ave, City Project No. 1258. The report presents and discusses the proposed improvements and includes a cost estimate, preliminary assessment roll and schedule. We would be pleased to meet with the City Council at your convenience to review and discuss the contents of this report. Reviewed By: D p rtment of Public Works LV Reviewed By: ,l Financ Tpartment I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. .11 1 Aaron Nelson Date: �1�? Q Reg. No. 45795 Date: Date: �� TABLE OF CONTENTS ExecutiveSummary.............................................................................................1 Introduction/History..............................................................................................2 Scope.................................................................................................................... 3 AreaTo Be Included............................................................................................ 3 Street Pavement Evaluation................................................................................3 Proposed Improvements.....................................................................................4 Easements/Permits.............................................................................................. 6 Feasibility/Recommendations............................................................................6 CostEstimate.......................................................................................................6 Assessments........................................................................................................ 6 Assessment Financing Options.........................................................................8 RevenueSource...................................................................................................9 ProjectSchedule.................................................................................................10 LIST OF APPENDICES Appendix A Preliminary Cost Estimate Appendix B Preliminary Assessment Rall Appendix C Figures - 1 Location Map 2 Street Improvement/Assessment Area Map - 3 Typical Section — Mill & Overlay Executive Summary Background Project Name Galaxie Ave Project # 1258 Street Area 16,290 Sq. Yds. Street Length 3,576 feet Streets Included � Galaxie Ave Constructed 1981, 1982 Overlayed 2000 Crack Sealed - Seal Coated 2006, 2013 Absolute Location W Y2 of section 32 Township 37, Range Relative Location South of Cliff Road East of 1-35E Project Details • Roadway resurfacing (full width mill PCI Rating 45/100 & 2" overlay) Recommended • Replacement of damaged curb & Improvement Resurface gutter • Adjustment/Replacement of: Curb Removal 18% Scope o Sanitary/Storm sewer o Utility castings Residential Lots 8 o Watergate valves Community Parks 2 o Street signage I Commercial 1 • Utility Improvements i Cost Estimate/ Revenue Galaxie Ave 1 Property City Mill & Overlay w/ Signage $ 222,700 $ 65,559 $ 157,141 Repair Existing Concrete Curb & $ 106,900 - $ 106,900 Gutter Utility Improvements $ 9,800 - $ 9,800 Total $ 339,400 $ 65,559 $ 273,841 Galaxie Ave 1 Oct. 30, 2017 Neighborhood Street Revitalization Galaxie Ave Eagan, Minnesota Introduction/ History Pavement Management - As a part of Eagan's Pavement Management Program (PMP), the City evaluates streets within the community throughout their life cycle and implements appropriate maintenance strategies. In 1989, a Pavement Management System (PMS) was developed that allowed the City to evaluate the condition of the existing pavement surface for all the streets on a routine basis and schedule timely maintenance. A Five Year Capital Improvement Program (CIP) for street rehabilitation is developed from this information. 3,576 feet of Galaxie Ave in southwest Eagan has been identified for 2018 street revitalization improvements. Figure 1, located in Appendix C, illustrates the project location. The street was originally constructed in 1981 and 1982. Based on the data and engineering strategies available at this time, the City's current PMP incorporates local and ongoing maintenance strategies with seal coating occurring as needed (approximately 3 years after paving) and a bituminous overlay at approximately 20+ years. Overlaying the roads located within the project area, which are currently in the 18 year time frame, will prevent further decay of the pavement surface, thus protecting and extending the structural life of the street. Timely maintenance work, such as bituminous patching, crack sealing and seal coating have occurred at appropriate intervals during the life of the pavement in the area. The City of Eagan's maintenance records indicate that the street was seal coated in 2006, and 2013. The Public Works maintenance program typically includes extensive patching and crack sealing during the summer prior to the overlay. The Public Works crews, as part of the Preparatory Pavement Management Plan, removed and replaced deteriorated pavement areas and placed leveling and maintenance overlays on portions of the streets under consideration, where necessary. These repairs alone will not substantially extend the life expectancy of the street section if not combined with the bituminous overlay proposed with this project. Infrastructure Review - The Public Works Department has also inspected the utility infrastructure (sanitary sewer, water main, and storm sewer pipes and other structures) Galaxie Ave 2 in the project area and determined the underground systems are generally in good working order and that no major repairs are necessary. To provide a comprehensive review of the project area, the condition and coverage of other infrastructure items maintained by the City and other public agencies within the public right-of-way and easements such as street lights, utility boxes, and above ground storm water ponds/access, and pedestrian features were evaluated. The rehabilitation of City -maintained items is included in this project, if needed. Scope This project will provide resurfacing (full width mill and overlay) for approximately 3,576 feet of roadway. Figure 2 in Appendix C, illustrates the project limits. Included in this project are the following improvements; replacement of damaged curb and gutter, adjustments and/or replacement to sanitary/storm sewer utility castings, water gate valves, replacement of street signage, and utility improvements. Area to Be Included Properties included in the project lie within the W Y2 of section 32, lying South of Cliff Road, East of 1-35E, in Township 27, Range 23, in the City of Eagan, Dakota County, Minnesota. Street Pavement Evaluation The City of Eagan's Pavement Management System allows the City to evaluate the condition of the existing street surface to help schedule timely maintenance and improvements. The Pavement Condition Index (PCI) ranks the surface condition for each street. The general categories that define PCI rankings are as follows: PCI Recommended Improvement 56-100 Routine Maintenance/Crack Seal/Seal Coat 36-55 Patch/Repair and/or Overlay 0-35 Reconstruct/ Reclaim The 2017 PC[ rankings for the street segments have a weighted average pavement condition rating of 45, which falls in the "Patch/Repair and/or Overlay" category, as mentioned above. The street pavement has reached an age where, based on the City's past experience, the integrity of the pavement can rapidly decline if no improvements are performed. Therefore, the 2018 construction season is the optimal time to construct the bituminous overlay on this street. Any delay of the project may reduce the structural benefit to the street sections and require more substantial rehabilitation. Galaxie Ave 3 Proposed Improvements Pavement - The proposed street improvements shown in Figure 3. The existing street section for this roadway consists of 4-3/4" of bituminous pavement supported by 12" gravel base. The existing bituminous surface will be milled to accommodate a 2 inch bituminous overlay. The overlay, combined with the existing street section, will provide a street section consistent with current City standards for residential streets. The combination of patching and overlay will not eliminate cracking due to the temperature extremes experienced in Minnesota. Bituminous overlays will show some continued frost movements and reflective cracking consistent with the underlying pavement. Routine maintenance will still need to continue under the City's Pavement Management Program. Concrete curb & gutter - Damaged curb & gutter will be replaced if severely cracked, spalled, or settled. It is estimated that approximately 18% of the existing concrete curb and gutter will have to be replaced. Boulevard turf will be removed and replaced with seed. While the contractor who performs the work is responsible for its establishment (45 days for seed), adjacent property owners are encouraged to consistently water the new tun`, where possible, to help ensure its growth. Utility Adjustment/Replacement — Sanitary/storm sewer manholes, catch basins, and gate valves will be adjusted, repaired, or replaced based on the condition of castings and supporting structures. Such repairs to the storm sewer, sanitary sewer, and water main infrastructures ensure quick and easy access by the City for maintenance and other purposes. There are a few manholes structures that require new castings and doghouse/invert repairs due to deterioration. These repairs will be financed through the Combined Utility Fund. Galaxie Ave 4 Signage - Traffic and street identification signage within the project limits have reached the end of their useful life expectancy and are in need of replacement. Signs have been reviewed for compliance with the Minnesota Manual on Uniform Traffic Control Devices (MnMUTCD). Those that are required by the MnMUTCD will be replaced to improve safety and night time visibility, and those,; - that are not will be permanently removed. Street Lights — The street lights in the project area (maintained by Dakota Electric Association) are in good condition and provide adequate coverage. No modifications to the existing street lights are proposed. Complete Streets — "Complete Streets" is a transportation and design approach that plans, designs, operates, and maintains streets in a means to enable safe, convenient and comfortable travel and access for users of all ages and abilities regardless of their mode of transportation. Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding public transportation, or delivering goods. In 2010, the State of Minnesota adopted a Complete Streets policy, which encourages, but does not require local governments to adopt this policy. The MN Department of Transportation has published a Complete Streets Guidelines for Local Agencies Resource Guide (Feb. 2013). The streets in this area were reviewed to determine if additional Complete Streets opportunities are available and/or feasible. Galaxie Ave. is 44 feet across, has limited access points, and a trail is currently in the east boulevard that connects pedestrians to the City and regional trail system. Pedestrian curb ramps in the project area at the intersecting sidewalks will be replaced if necessary to meet current ADA design standards. Given the existing and proposed elements available for all users, the streets in this neighborhood meet the intent of the complete streets guidelines. Galaxie Ave 5 Easement/Permits All work will be in the public right-of-way. No additional easements are anticipated. It is anticipated that no permits will be required for the resurfacing project. Feasibility and Recommendations The mill and overlay project is necessary to maintain and enhance the structural integrity of the pavement section, create a safer driving surface, and increase rideability. It is cost effective in that the proposed improvement (resurfacing) is considerably less expensive than complete reconstruction of this street. The mill and overlay is feasible in that this type of improvement has been used successfully to extend the life expectancy of numerous other streets throughout the City and the region. This project is in accordance with the Five Year Capital Improvement Plan (2018 — 2022) for the City of Eagan and the schedule as outlined in the Pavement Management Program. It is recommended that the project be constructed as proposed in this report in combination with other similar projects in the area. Cost Estimate Detailed cost estimates are located in Appendix A. The estimates are based on anticipated 2018 construction costs and include a 5% contingency and indirect cost of 25%, which include legal, administration, engineering, and bond interest. A summary of the costs is as follows: Galaxie Ave Mill& Overlay............................................................... $ 222,700 Repair Existing Concrete Curb & Gutter ....................... $ 106,900 Utility Improvements..................................................... 9,800 Total.................................................................. $ 339,400 Assessments Assessments are proposed to be levied against the benefited properties for the total improvement with costs allocated in accordance with the City of Eagan's Special Assessment Policy for a mill and overlay improvement for residential streets. All assessments will be revised based on final costs. A preliminary assessment roll is included in Appendix B. • Collector Roadway Total Front Feet (F.F.) = 7,152 F.F., 44' F -F • An early deterioration credit of 10% is proposed for all properties because the pavement condition has deteriorated 2 years prior to the anticipated 20 -year pavement life cycle (2/20=10%). The early deterioration adiustment factor is 100% - 10% = 90.0%. Galaxie Ave 6 This reduced assessment rate is in accordance with the February 16, 2010 update of the City's Special Assessment Policy for addressing premature infrastructure failure. A pavement thickness adjustment factor is proposed for all residential properties to adjust the assessment to make it consistent with those on residential streets of similar age and condition. In this area, all collector roadways (Galaxie Avenue) (7,152 F.F.) is receiving a full width mill and 2" overlay. To adjust the Galaxie Ave. cost to be consistent with a typical residential street, a 1.5/2.0" = 75.0% multiplication factor is used. A street width adiustment factor is proposed for all residential properties to adjust the assessment to make it consistent with those on residential streets of similar age and condition. In this area, the collector roadway (Galaxie Ave. - 7,152 F.F.) is 44' wide. To adjust the cost to be consistent with a typical residential street, a 32' / 44' = 72.7% is used. City Special Assessment Policy Assessment Ratio Property City Mill & Overlay - Low -Density Residential (R-1,2,3) 50% 50% Mill & Overlay — Community Park 75% 25% Mill & Overlay — Commercial/ Industrial 100% - Repair Existing Concrete Curb & Gutter - 100% Utility Improvements - 100% Residential Lots —All residential lots (8 single family homes) as shown on Figure 2, having driveway access on to the street to be improved are proposed to be assessed. The City's Assessment Policy states that 50% of the mill and overlay costs are assessable for local residential streets, based on a standard 32 -foot width. The estimated cost per residential unit, based on the City's Assessment Policy, is $980/ lot and is calculated as follows: Mill & Overlay - Residential Properties o 1,021' Residential Frontage / 7,152' Total Frontage = 14.3% o $222,700 (Mill & Overlay Costs) x 50% x 14.3% (assessable frontage) x 90.0% (early deterioration) x 75.0% (thickness) x 72.7% (width) _ $7,813.84 (Total R-1 Assessment) o $7,813.84 / 8 lots = $976.73, rounded to $980 / single-family lot Community Parks — All Community Parks (2 total) as shown on Figure 2, that are adjacent to, or have direct access, to the street to be improved are proposed to be assessed. The City's Assessment Policy states that 75% of the mill and overlay costs are assessable for collector roadways, regardless of width or pavement thickness. The estimated cost per front foot, based on the City's Assessment Policy, is $21.00 / F.F. and is calculated as follows: Galaxie Ave 7 Mill & Overlay — Community Parks o 2,634' Community Park Frontage / 7,152' Total Frontage = 36.8% o $222,700 (Mill & Overlay Costs) x 75% (rate) x x 36.8% (assessable frontage) x 90.0% (early deterioration) = $55,318.68 (total assessable costs) o $55,318.68 / 2,634 F.F. = $21.00 / Community Park F.F. Commercial/ Industrial Lots — All C/I lots (1 total) as shown on Figure 2, that are adjacent to, or have direct access, to the street to be improved are proposed to be assessed. The City's Assessment Policy states that 100% of the mill and overlay costs are assessable for collector roadways, regardless of width or thickness. The estimated cost per front foot, based on the City's Assessment Policy, is $27.97 / F.F. and is calculated as follows: Mill & Overlay — Commercial/ Industrial o 86' Community Park Frontage / 7,152' Total Frontage = 1.2% o $222,700 (Mill & Overlay Costs) x 1.2% (assessable frontage) x 90.0% (early deterioration) = $2,405.16 (total assessable costs) o $2,405.16 / 86 F.F. = $27.97 / C/I F.F. 3,411' within the project area (47.7%) is considered non- assessable under the City's Assessment Policy. Assessment Financing Options The property owner will have the option at the time of the assessment hearing to pay the full assessment or include the assessment in with their property tax statement. If the assessment is included with the property tax statement, the assessment and interest will be spread over five years for residential owners and Commercial/ Industrial properties, and 10 years for Community Park properties. In 2017, the interest rate was set at 4.0%. The 2018 rate is not yet available, however, it is expected to be comparable and based on City policy will be determined by the City Council in the spring. The following payment schedules are examples of a $980 R-1, $55,314 Community Park, and $2,672.40 C/I assessments with an estimated 4% interest for the assessed amounts, and assumes 14 months interest for the first year: R-1 = $980 Principal /Year F Interest /Year 1St Year _!( $196 5t" Year I $196- $8 Galaxie Ave 8 Cost / Year $242 $204 Community Park = $55,314 Principal / Year interest/ Year Cost /Year 1St Year F---5,531 $2,581 1 $8,113 10t" Year $5,531-- $221 $5,753 Principal / Year [— Interest / Year Cost / Year ris Year F $481 F-$112 [—$593 [—�t" Year 1 $481 Bonds may be issued to finance the improvements. Revenue Source A summary of revenue sources is listed below - The Major Street Fund will finance the estimated street related project deficit of $264,041. The Combined Utility Fund will finance the estimated $9,800 utility improvements. Galaxie Ave 9 Project Cost Property Assessment City Contribution Mill and Overlay (Including Signage) $222,700 $ 65,559 $ 157,141 Repair Existing Curb & Gutter $ 106,900 - $ 106,900 utility improvements $ 9,800 - $ 9,800 Totals $ 339,400 $ 65,559 $ 273,841 The Major Street Fund will finance the estimated street related project deficit of $264,041. The Combined Utility Fund will finance the estimated $9,800 utility improvements. Galaxie Ave 9 Proiect Schedule Present Feasibility Report to City Council/ Order Public Hearing.......................................................................... Nov. 6, 2017 Informational Meeting....................................................................... Nov. 27, 2017 PublicHearing.................................................................................... Dec. 5, 2017 Approve Plans and Specifications...................................................... Feb. 6, 2018 BidDate........................................................................................... March 8, 2018 AwardContract.............................................................................. March 20, 2018 StartConstruction............................................................................... May 1, 2018 Project Completion............................................................................ August, 2018 Final Cost Report .........................................................................September, 2018 Final Assessment Hearing...................................................................... Fall, 2018 First Payment Due with Property Tax Statement .............................. May 15, 2013 Galaxie Ave 10 Appendix A Preliminary Cost Estimate City Project 1258 Galaxie Ave Item No. Item I Unit Unit Price Est Qty $ Estimated Cost Part I - Bituminous Street Overlay LF $ 10.50 1775 $ 18,637.50 2021.501 Mobilization LS $ 6,000.00 1 $ 6,000.00 2104.505 Remove Bituminous Pavement SY $ 6.00 50 $ 300.00 2232.501 Mill Bituminous Pavement- Full Width (1-1/4" Depth) SY $ 2.00 16185 $ 32,370.00 2357.502 Bituminous Material for Tack Coat GAL $ 2.50 1050 $ 2,625.00 2360.501 SP WEA340B Wearing Course Mixture (Overlay) TON $ 55.00 2000 $ 110,000.00 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 130.00 20 $ 2,600.00 2504.602 Adjust Gate Valve Box EA $ 250.00 1 $ 250.00 2504.602 Repair Gate Valve Mid Section EA $ 500.00 1 $ 500.00 2504.602 Repair Gate Valve Top Section w/Cover EA $ 425.00 1 $ 425.00 2506.602 Adjust Frame and Ring Casting (Manhole) EA $ 700.00 11 $ 7,700.00 2506.602 Remove & Replace Frame & Ring Casting (27") EA $ 1,100.00 1 $ 1,100.00 2563.601 Traffic Control LS $ 4,000.00 1 $ 4,000.00 SP -1 Signage Remove and Replace LS $ 1,835.00 1 $ 1,835.00 Subtotal 5% Contingency Subtotal 25% Indirect Costs Part I - Bituminous Street Overlay $ 169,705.00 $ 8,485.25 $ 178,190.25 $ 44,547.56 $ 222,737.81 Item No. Item I Unit Unit Price Est Qty Estimated Cost Part II - Repair Existing Curb & Gutter 88,855.50 $ 4,442.78 $ 2104.501 Remove Concrete Curb and Gutter LF $ 10.50 1775 $ 18,637.50 2104.505 Remove Concrete Driveway /Valley Gutter SY $ 13.00 56 $ 728.00 2105.501 Common Excavation CY $ 30.00 10 $ 300.00 2211.501 6" Aggregate Base, CI. 5 (100% Crushed) TON $ 25.00 5 $ 125.00 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 130.00 75 $ 9,750.00 2504.602 Irrigation Repair EA $ 150.00 5 $ 750.00 2506.602 Adjust Frame & Ring Casting (CB) HDPE Rings EA $ 500.00 7 $ 3,500.00 2506.602 Remove & Replace Casting (Catch Basin) EA $ 900.00 1 $ 900.00 2506.602 Repair/ Grout CB or MH Invert/ Doghouses EA $ 500.00 6 $ 3,000.00 2531.501 Concrete Curb and Gutter, 8618 LF $ 23.00 1775 $ 40,825.00 2531.507 Concrete Valley Gutter - High Early SY $ 65.00 56 $ 3,640.00 2540.602 Repair Underground Electric Fence EA $ 60.00 5 $ 300.00 2572.503 Application of Water for Turf Establishment GAL $ 0.10 13500 $ 1,350.00 2575.550 Boulevard Topsoil Borrow -MnDOT3877-2F CY $ 80.00 35 $ 2,800.00 2575.609 Seeding (MnDOT 270 w/Type 5 Hydromulch) SY $ 7.50 300 $ 2,250.00 Subtotal 5% Contingency Subtotal 25% Indirect Costs Part 11 - Repair Existing Curb & Gutter Galaxie Ave 11 $ 88,855.50 $ 4,442.78 $ 93,298.28 $ 23,324.57 $ 116,622.84 Part 1- Bituminous Street Overlay Part II - Repair Existing Curb & Gutter Project 1258 Total Cost Galaxie Ave 12 $ 222,737.81 $ 116,622.84 $ 339,360.66 Appendix B Preliminary Assessment Roll City Project #1258 Galaxie Ave Galaxie Ave C/I Galaxie Ave 4810 Galaxie Ave 100320050014 86 $ 27.97 $ 2,405 Community Parks R-1 Residential P.I.N. EquLotlent Unit Assessment Total Total 4750 Galaxie Ave 105675003170 1 $ 980 $ 980 4772 Galaxie Ave 105675001060 1 $ 980 $ 980 I 4773 Galaxie Ave 101375003170 1 $ 980 $ 980 4778 Galaxie Ave 105675001070 1 $ 980 $ 980 4779 Galaxie Ave 101375003180 1 $ 980 J$ 980 4785 Galaxie Ave 101375003190 1 $ 980 $ 980 4786 Galaxie Ave 105675001080 1 $ 980 $ 980 4830 Safari Pass 106585002010 1 $ 980 $ 980 Subtotal 8 $ 7,840 Galaxie Ave C/I Galaxie Ave 4810 Galaxie Ave 100320050014 86 $ 27.97 $ 2,405 Community Parks P.I.N. F.F. Unit Assessment Total Lebanon Hills 100320051010 1275 $ 21.00 $ 26,775 Lebanon Hills 100320052010 1359 $ 21.00 $ 28,539 Subtotal i 2634 $ 55,314 Galaxie Ave C/I P.I.N. F.F. Unit Assessment I Total 4810 Galaxie Ave 100320050014 86 $ 27.97 $ 2,405 Subtotal 86 $ 2,405 TOTAL $ 65,559 Lot Equivalent Front Footage Total R-1 lots 8 1021 Community Parks - 2634 C/I - 86 Assessable Frontage 3741 52.3% Non -Assessable Frontage 3411 47.7% Total Frontage 7152 Galaxie Ave 13 or 2018 Street Revitalization u •. Z Project '1258 - Galaxie Avenue Date: 10/30/2017 FIG. 1 -r— 2018 Street Revitalization - Project 1258 Galaxie Avenue .� Dakota County Lebanon Hills Regional Park i APPLE VALLEY Legend 2018 Street Improvement Assessable Area Commercial Industrial Community Park LAUsers\Engineer\Projects12018 Street Improvements1125812018 Street Revitalization Basemap 1258 fig2.mxd Date: 11/1/2017 Fig 2. 1 80'- 100' ROW 44' F -F TYPICAL rt I 1.5" - Bituminous Surface EXIST. B CURB 1.25" - Bituminous Binder &GUTTER 2" - Bituminous Base 6" - Existing CL. 5 Gravel Base 6" - Existing Crushed Limestone Base EXIST. TYPICAL SECTION GALAXIE AVE 80'-100' ROW 44' F -F TYPICAL FULL WIDTH 2" MILL 2" TYPE 2360 WEAR COURSE BITUMINOUS OVERLAY 2.75" - Bituminous Surface R&R EX. B618 CURB & 6" - Existing CL. 5 Gravel Base GUTTER, AS DIRECTED 6" - Existing Crushed Limestone Base BY THE ENGINEER PROPOSED TYPICAL SECTION GALAXIE AVE 11/20/2017 Galaxie Ave Fig. 3 1 ' EAGAN Street Revitalization - Project 1258 Typical Sections Galaxie Ave. Neighborhood Street Revitalization City Project No. 1258 Informational Meeting — 5:30 P.M. Monday, Nov. 27, 2017 Conference Rooms 1A&B Attendance Aaron Nelson, Assistant City Engineer, 1 resident representing 1 single family home was in attendance (see attached sign -in sheet). This meeting was held in conjunction with projects 1259 & 1260. Comments and questions from all residents in attendance at this meeting are shown below. Presentation of Project Details Nelson welcomed the residents and presented project information, including details such as construction, costs, schedule and assessments. A short ETV video on the street improvement process was also shown. Questions/ Comments STREET CONDITION 1. How old is the street in the neighborhood? The street was originally built in 1977 and was last overlayed in 1997. 2. Why are the improvements being performed now? The streets appear to be in relatively good condition. The condition of the streets are currently at the point that if improvements are not made at this time, the asphalt will deteriorate at a much quicker rate and will likely require more substantial and expensive improvements in the near future. 3. Will cracks appear through the new asphalt? Since the majority of the asphalt is being left in place, it is expected that some of the cracks will reflect through the new asphalt, however the structural integrity of the street will remain. Any cracks will be addressed with routine maintenance and filled as necessary. 4. How long is it expected for the next overlay? The anticipated lifespan between overlays is 20 years. CURB CONDITION 5. How much curb is being replaced? Approximate curb replacement amounts for each project is: Project 1258 = 18%, Project 1259 = 29%, Project 1260 = 21% CONSTRUCTION/PHASING 6. Will the road be open during construction? Will access be maintained to driveways? All roads will be open to traffic during construction. We do not anticipate any road closures during the work, however, some phases will require short term lane closures and the contractor will use traffic control devices or flagmen to help direct traffic. Access to driveways should be maintained throughout construction. If curb needs to be replaced at a driveway, residents can park in front of their homes while the concrete cures. 7. How long will the construction last? The size and scope of the improvements in this neighborhood will likely result in approximately a 3 to 4 week construction timeframe. The City will mail more detailed construction specific information as construction nears. ASSESSMENTS S. How are assessments calculated? With residential properties, the city shares the cost of all work performed between the curbs 50/50 with the adjacent property owners. Any work in the curbs and boulevard, and the utility improvements, is paid 100% by the city. The property owner's portion is split evenly among all lots in the neighborhood. Galaxie Ave. is a 44 foot wide collector roadway that was overlayed 18 years ago. It is receiving a full width mill and 2" overlay. Residential properties on that street will receive a street width and pavement thickness credit to make their assessment consistent with a standard residential street, and also an early deterioration credits since the street didn't meet its anticipated 20 year life expectancy. 9. How and when will the final assessment amounts be determined? A letter will be mailed to all properties this fall after construction is complete. The letter will include the final assessment amounts associated with each property. It will also invite property owners to another public hearing that specifically addresses the final costs. At the close of this meeting and the City Council's corresponding approval of the final assessment costs, there is a 30 day window in which payments can be made without interest. Payment during this 30 -day period should be made at city hall. After the 30 -day period, any remaining portion of the assessment will be forwarded to Dakota County for collection as part of the property taxes. 4% to 4.5% interest is anticipated to be charged annually until paid in full. The 2017 interest rate was 4%, and the 2018 rate will be determined early 2018. UTILITIES 10. Is there any water main or sanitary sewer improvements proposed? Both the water main and sanitary sewer pipes have been reviewed and found to be in order, and no improvements are proposed. However, minor repairs and adjustments will be performed to the manholes as needed. SEAL COAT 11. Will the neighborhood be seal coated after construction is complete? Neighborhood streets are typically seal coated about 3 years after an overlay. IRRIUA TION 12. If an irrigation system is damaged, how are repairs performed? The city will provide flags for property owners to mark their irrigation systems. If they are properly marked, the contractor will have a good chance to avoid damage to the systems. However, if the system is properly marked and still gets damaged, the city's contractor has historically made the repairs. The meeting adjourned at 6:10 p.m. 1! "'�� ?D/8 Street ReviFalmlion - Rrojed 1258 . / Galaaie Avenue APPLE irAUEY NAME 2. 12. Gafaxie Avenue City Project 1258 Informational Meeting Monday, November 27, 2017 5:30 p.m. 1 It Floor Conference Room CONTACT INFO Agenda Information Memo December 5, 2017 Eagan City Council Meeting PUBLIC HEARING D. Project 1259, Heine 1st Addition Street Improvements Action To Be Considered: Close the public hearing and approve Project 1259 (Heine 1st Addition - Street Improvements) as presented, and authorize the preparation of detailed plans and specifications. Facts:  On June 6, 2017, the City Council directed staff to prepare a feasibility report considering the rehabilitation of Heine Strasse, a residential cul-de-sac located in the Heine 1st Addition, in south central Eagan located south of Diffley Road and west of Pilot Knob Road.  A structural mill and overlay of this street is programmed for 2018 in the City of Eagan’s 5-Year CIP (2018-2022).  On November 6, 2017, the draft Feasibility Report was presented to the City Council and a public hearing was scheduled for Tuesday, December 5, 2017.  An informational neighborhood meeting was held on November 27 for the adjacent property owners to discuss the proposed improvements. Of the 14 properties to be assessed under this improvement, three residents representing two properties attended the meeting.  All notices have been published in the legal newspaper and sent to all affected property owners informing them of this public hearing. Attachments (2) PHD-1 Feasibility Report PHD-2 Neighborhood Meeting Minutes Report for Heine 1 Sf Addition Street Revitalization City Project No. 1259 October 27, 2017 %nju--4"J ��, Memo To: Honorable Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: Oct. 27, 2017 Re: Heine 111 Addition Street Revitalization City Project No.: 1259 Attached is the feasibility report for the Heine 1 st Addition, City Project No. 1259. The report presents and discusses the proposed improvements and includes a cost estimate, preliminary assessment roll and schedule. We would be pleased to meet with the City Council at your convenience to review and discuss the contents of this report. Reviewed By: W, 4'-�t Depimment of Public Works Reviewed By: l Financ partment 0 I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Aaron Nelson Date: < < I 177 Reg. No. 45795 Date: � � Date:. 11 21' 17 EAGAN Memo To: Honorable Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: Oct. 27, 2017 Re: Heine 111 Addition Street Revitalization City Project No.: 1259 Attached is the feasibility report for the Heine 1 st Addition, City Project No. 1259. The report presents and discusses the proposed improvements and includes a cost estimate, preliminary assessment roll and schedule. We would be pleased to meet with the City Council at your convenience to review and discuss the contents of this report. Reviewed By: W, 4'-�t Depimment of Public Works Reviewed By: l Financ partment 0 I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Aaron Nelson Date: < < I 177 Reg. No. 45795 Date: � � Date:. 11 21' 17 TABLE OF CONTENTS Executive Summary ...............................................................................................1 Introduction/History ..................................................................................................2 Scope.....................................................................................................................3 AreaTo Be Included..............................................................................................3 Street Pavement Evaluation..................................................................................3 Proposed Improvements.........................................................................................4 Easements/Perm its................................................................................................6 Feasibility/Recommendations................................................................................6 CostEstimate........................................................................................................6 Assessments.........................................................................................................6 Assessment Financing Options.............................................................................7 RevenueSource....................................................................................................7 ProjectSchedule....................................................................................................8 LIST OF APPENDICES Appendix A Preliminary Cost Estimate Appendix B Preliminary Assessment Roll Appendix C Figures - 1 Location Map - 2 Street Improvement/Assessment Area Map - 3 Typical Section — Mill & Overlay Executive Summary Background Project Name Heine 1St Addition Project # 1259 Street Area 3,247 Sq. Yds. Street Length 762 Feet Streets Included Heine Strasse Constructed 1977 Reconstructed 1997 Crack Sealed - Seal Coated 2001 Absolute Location NE Y4 of Section 28 Township227, Range Relative South of Diffley Road Location West of Pilot Knob Road Project Details • Roadway resurfacing (edge mill & PCI Rating 52/100 1-1/2" overlay) • Replacement of damaged curb & Recommended Overlay gutter Improvement Scope • Adjustment/Replacement of: Curb Removal 29% o Sanitary/Storm sewer o Utility castings o Water gate valves Residential Lots 14 o Street signage • Utility Improvements Cost Estimate/ Revenue Heine 11t Addition 1 Property City Mill & Overlay w/ Signage $ 44,900 $ 18,550 $ 26,350 Repair Existing Concrete Curb & $34,900 - $ 34,900 Gutter I Utility Improvements $ 7,500 - j $ 7,500 Total $ 87,300 $ 18,550 $ 68,750 Heine 11t Addition 1 October 27, 2017 Neighborhood Street Revitalization Heine 1St Addition Eagan, Minnesota Introduction/ History Pavement Management - As a part of Eagan's Pavement Management Program (PMP), the City evaluates streets within the community throughout their life cycle and implements appropriate maintenance strategies. In 1989, a Pavement Management System (PMS) was developed that allowed the City to evaluate the condition of the existing pavement surface for all the streets on a routine basis and schedule timely maintenance. A Five Year Capital Improvement Program (CIP) for street rehabilitation is developed from this information. The 762 feet of residential streets in the Heine 1St Addition neighborhood in South - Central Eagan has been identified for 2018 street revitalization improvements. Figure 1, located in Appendix C, illustrates the project location. The streets were originally constructed in 1977. Based on the data and engineering strategies available at this time, the City's current PMP incorporates local and ongoing maintenance strategies with seal coating occurring as needed (approximately 3 years after paving) and a bituminous overlay at approximately 20+ years. Overlaying the road located within the project area, which is currently in the 21 year time frame, will prevent further decay of the pavement surface, thus protecting and extending the structural life of the street. Timely maintenance work, such as bituminous patching, crack sealing and seal coating have occurred at appropriate intervals during the life of the pavement in the area. The City of Eagan's maintenance records indicate that the street was seal coated in 2001. The Public Works maintenance program typically includes extensive patching and crack sealing during the summer prior to the overlay. The Public Works crews, as part of the Preparatory Pavement Management Plan, removed and replaced deteriorated pavement areas and placed leveling and maintenance overlays on portions of the streets under consideration, where necessary. These repairs alone will not substantially extend the life expectancy of the street section if not combined with the bituminous overlay proposed with this project. Infrastructure Review - The Public Works Department has also inspected the utility infrastructure (sanitary sewer, water main, and storm sewer pipes and other structures) in the project area and determined minor utility improvements are necessary. Heine 11 Addition 2 To provide a comprehensive review of the project area, the condition and coverage of other infrastructure items maintained by the City and other public agencies within the public right-of-way and easements such as street lights, utility boxes, and above ground storm water ponds/access, and pedestrian features were evaluated. The rehabilitation of City -maintained items is included in this project, if needed. Scope This project will provide resurfacing (edge mill and overlay) for approximately 762 feet of roadway. Figure 2 in Appendix C, illustrates the project limits. Included in this project are the following improvements; replacement of damaged curb and gutter, adjustments and/or replacement to sanitary/storm sewer utility castings, water gate valves, replacement of street signage, and utility improvements. Area to Be Included Properties included in the project lie within the NE'/ of Section 28, lying South of Diffley Road, West of Pilot Knob Road, in Township 27, Range 23, in the City of Eagan, Dakota County, Minnesota. Street Pavement Evaluation The City of Eagan's Pavement Management System allows the City to evaluate the condition of the existing street surface to help schedule timely maintenance and improvements. The Pavement Condition Index (PCI) ranks the surface condition for each street. The general categories that define PCI rankings are as follows: PCI Recommended Improvement 156-100 Routine Maintenance/Crack Seal/Seal Coat 136-55 Patch/Repair and/or Overlay 10-35 Reconstruct/ Reclaim The 2017 PCI rankings for the street segments have a weighted average pavement condition rating of 52, which falls in the "Patch/Repair and/or Overlay" category, as mentioned above. The street pavement has reached an age where, based on the City's past experience, the integrity of the pavement can rapidly decline if no improvements are performed. Therefore, the 2018 construction season is the optimal time to construct the bituminous overlay on this street. Any delay of the project may reduce the structural benefit to the street sections and require more substantial rehabilitation. Heine 11t Addition 3 Proposed Improvements Pavement - The proposed street improvements shown in Figure 3. In 1997, the pavement on Heine Strasse was reclaimed into the gravel base, and 3" of new bituminous was paved over the 6" to 10" of gravel base. With the 5,��� proposed improvement, the existing , bituminous surface will be milled ' adjacent to the existing curb and gutter (6'-8' wide) to accommodate a - 1Y2 -inch bituminous overlay. The overlay, combined with the existing street section, will provide a street section consistent with current City standards for residential streets. The combination of patching and overlay will not eliminate cracking due to the temperature extremes experienced in Minnesota. Bituminous overlays will show some continued frost movements and reflective cracking consistent with the underlying pavement. Routine maintenance will still need to continue under the City's Pavement Management Program. Concrete Curb & Gutter - Damaged curb & gutter will be replaced if severely cracked, spalled, or settled. It is estimated that approximately 29% of the existing concrete curb and gutter will have to be replaced. Boulevard turf will be removed and replaced with seed. While the contractor who performs the work is responsible for its establishment (45 days for seed), adjacent property owners are encouraged to consistently water the new turf, where possible, to help ensure its growth. Utility Adjustment/Replacement — Sanitary/storm sewer manholes, catch basins, and gate valves will be adjusted, repaired, or replaced based on the condition of castings and supporting structures. Such repairs to the storm sewer, sanitary sewer, and water main infrastructures ensure quick and easy access by the City for maintenance and other purposes. There are a few structures that require a new casting, adjustments, a top slab, and doghouse/invert repairs due to deterioration. These repairs will be financed through the Combined Utility Fund. Heine 15t Addition 4 Signage - Traffic and street identification signage within the project limits have reached the end of their useful life expectancy and are in need of replacement. Signs have been reviewed for compliance with the Minnesota Manual on Uniform Traffic Control Devices (MnMUTCD). Those that are required by the MnMUTCD will be replaced to improve safety and night time visibility, and those that are not will be permanently removed. Street Lights — The street lights in the project area (maintained by Dakota Electric Association) are in good condition and provide adequate coverage. No modifications to the existing street lights are proposed. Complete Streets — "Complete Streets" is a transportation and design approach that plans, designs, operates, and maintains streets in a means to enable safe, convenient and comfortable travel and access for users of all ages and abilities regardless of their mode of transportation. Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding public transportation, or delivering goods. In 2010, the State of Minnesota adopted a Complete Streets policy, which encourages, but does not require local governments to adopt this policy. The MN Department of Transportation has published a Complete Streets Guidelines for Local Agencies Resource Guide (Feb. 2013). The street in this neighborhood was reviewed to determine if additional Complete Streets opportunities are available and/or feasible. The street is relatively narrow at 32 feet wide, has limited access points, and a trail is available on the north and south sides of Diffley Road to connect pedestrians to the City and regional trail system. Pedestrian curb ramps in the project area at the intersecting sidewalks will be replaced if necessary to meet current ADA design standards. Given the existing and proposed elements available for all users, the street in this neighborhood meets the intent of the complete streets guidelines. Heine 151 Addition 5 Easement/Permits All work will be in the public right-of-way. No additional easements are anticipated. A permit is anticipated from Dakota County for work within the Diffley Road right-of-way. Feasibility and Recommendations The mill and overlay project is necessary to maintain and enhance the structural integrity of the pavement section, create a safer driving surface, and increase rideability. It is cost effective in that the proposed improvement (resurfacing) is considerably less expensive than complete reconstruction of this street. The mill and overlay is feasible in that this type of improvement has been used successfully to extend the life expectancy of numerous other streets throughout the City and the region. This project is in accordance with the Five Year Capital Improvement Plan (2018 — 2022) for the City of Eagan and the schedule as outlined in the Pavement Management Program. It is recommended that the project be constructed as proposed in this report in combination with other similar projects in the area. Cost Estimate Detailed cost estimates are located in Appendix A. The estimates are based on anticipated 2018 construction costs and include a 5% contingency and indirect cost of 30%, which include legal, administration, engineering, and bond interest. A summary of the costs is as follows: Heine 1St Addition • Mill & Overlay............................................................... $44,900 • Repair Existing Concrete Curb & Gutter ....................... $34,900 • Utility Improvements..................................................... 7,500 Total.................................................................. $87,300 Assessments Assessments are proposed to be levied against the benefited properties for the total improvement with costs allocated in accordance with the City of Eagan's Special Assessment Policy for a mill and overlay improvement for residential streets. All assessments will be revised based on final costs. A preliminary assessment roll is included in Appendix B. City Special Assessment Policy Assessment Ratio Property City Mill & Overlay - Low -Density Residential (R-1,2,3) 50% 50% Repair Existing Concrete Curb & Gutter - 100% Utility Improvements - 100% Heine 11t Addition 6 Residential Lots —All residential lots (14 single family homes) as shown on Figure 2, having driveway access on to the street to be improved are proposed to be assessed. The City's Assessment Policy states that 50% of the mill and overlay costs are assessable for local residential streets, based on a standard 32 -foot width. The estimated cost per residential unit, based on the City's Assessment Policy, is $1,325/ lot and is calculated as follows: Mill & Overlay - Residential Properties o 1,259' Residential Frontage / 1,524' Total Frontage = 82.6% o $44,900 (Mill & Overlay Costs) x 50% x 82.6% (assessable frontage) _ $18,543.70 (Total R-1 Assessment) o $18,543.70 / 14 lots = $1,324.55, rounded to $1,325 / single-family lot Assessment Financing Options The property owner will have the option at the time of the assessment hearing to pay the full assessment or include the assessment in with their property tax statement. If the assessment is included with the property tax statement, the assessment and interest will be spread over five years for residential owners. In 2017, the interest rate was set at 4%. The 2018 rate is not yet available, however, it is expected to be comparable and based on City policy will be determined by the City Council in the spring. The following payment schedule is an example of a residential lot assessment of $1,325 with an estimated 4% interest for the assessed amounts, and assumes 14 months interest for the first year: Principal / Year Interest I Year Cost I Year 1st- Year--! $265 5th Year $265 $11 $276 Bonds may be issued to finance the improvements. Revenue Source A summary of revenue sources is listed below: The Major Street Fund will finance the estimated street related project deficit of $61,250. The Combined Utility Fund will finance the estimated $7,500 utility improvements. Heine 11t Addition 7 Project Cost Property Assessment City Contribution Mill and Overlay(includingSignage) $ 44,900 $ 18,550 $ 26,350 Repair Existing Curb & Gutter $ 34,900 - $ 34,900 Utility Improvements $ 7,500 - $ 7,500 Totals $ 87,300 $ 18,550 $ 68,750 The Major Street Fund will finance the estimated street related project deficit of $61,250. The Combined Utility Fund will finance the estimated $7,500 utility improvements. Heine 11t Addition 7 Pr©iect Schedule Present Feasibility Report to City Council/ Order Public Hearing.......................................................................... Nov. 6, 2017 Informational Meeting....................................................................... Nov. 27, 2017 Public Hearing.................................................................................... Dec. 5, 2017 Approve Plans and Specifications...................................................... Feb. 6, 2018 Bid Date........................................................................................... March 8, 2018 Award Contract.............................................................................. March 20, 2018 Start Construction............................................................................... May 1, 2018 Project Completion............................................................................August, 2018 Final Cost Report .........................................................................September, 2018 Final Assessment Hearing...................................................................... Fall, 2018 First Payment Due with Property Tax Statement .............................. May 15, 2019 Heine 1St Addition S Appendix A Preliminary Cost Estimate City Project 1259 Heine 1st Addition Item No. Item Unit Unit Price i Q ty FEtimated Cost Part I - Bituminous Street Overlay 32,660.25 30% Indirect Costs $ 9,798.08 Part II - Repair Existing Curb & Gutter $ 2021.501 Mobilization LS $ 6,000.00 1 $ 6,000.00 2104.505 Remove Bituminous Pavement SY $ 6.00 15 $ 90.00 2232.501 Mill Bituminous Pavement (1- 1/4" depth, 6' Width) SY $ 1.30 1260 $ 1,638.00 2357.502 Bituminous Material for Tack Coat GAL $ 2.50 215 $ 537.50 2360.501 SP WEA340B Wearing Course Mixture (Overlay) TON $ 55.00 305 $ 16,775.00 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 130.00 5 $ 650.00 2504.602 Adjust Gate Valve Box EA $ 250.00 1 $ 250.00 2506.602 Adjust Frame and Ring Casting (Manhole) EA $ 700.00 4 $ 2,800.00 2563.601 Traffic Control LS $ 4,000.00 1 $ 4,000.00 SP -1 Signage Remove and Replace LS $ 130.00 1 $ 130.00 Subtotal 5% Contingency Subtotal 30% Indirect Costs Part I - Bituminous Street Overlay $ 32,870.50 $ 1,643.53 $ 34,514.03 $ 10,354.21 $ 44,868.23 i Item No. i Item Unit Unit Price Qty 1,555.25 i Estimated Cost Part li - Repair Existing Curb & Gutter 32,660.25 30% Indirect Costs $ 9,798.08 Part II - Repair Existing Curb & Gutter $ 2104.501 Remove Concrete Curb and Gutter LF $ 10.50 520 $ 5,460.00 2104.523 Salvage Casting EA $ 150.00 1 $ 150.00 2105.501 Common Excavation CY $ 30.00 5 $ 150.00 2211.501 6" Aggregate Base, Cl. 5 (100% Crushed) TON $ 25.00 5 $ 125.00 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 130.00 40 $ 5,200.00 2504.602 Irrigation Repair EA $ 150.00 5 $ 750.00 2506.521 Install Casting EA $ 550.00 1 $ 550.00 2506.602 Adjust Frame & Ring Casting (CB) HDPE Rings EA $ 500.00 3 $ 1,500.00 2506.602 Remove & Replace Top Slab 4' Dia (CBMH) EA $ 2,000.00 1 $ 2,000.00 2506.602 Repair/ Grout CB or MH Invert/ Doghouses EA $ 500.00 3 $ 1,500.00 2531.501 Concrete Curb and Gutter, 8618 LF $ 23.00 30 $ 690.00 2531.501 Concrete Curb and Gutter, D412 LF $ 21.00 490 $ 10,290.00 2540.602 Repair Underground Electric Fence EA $ 60.00 5 $ 300.00 2540.602 Repair Landscaping EA $ 200.00 1 $ 200.00 2572.503 Application of Water for Turf Establishment GAL $ 0.10 5400 $ 540.00 2575.550 Boulevard Topsoil Borrow - MnDOT 3877-2F CY $ 80.00 10 $ 800.00 2575.609 Seeding (MnDOT 270 w/Type 5 Hydromulch) SY $ 7.50 120 $ 900.00 Subtotal $ 31,105.00 5% Contingency $ 1,555.25 Subtotal $ 32,660.25 30% Indirect Costs $ 9,798.08 Part II - Repair Existing Curb & Gutter $ 42,458.33 Part I - Bituminous Street Overlay $ 44,868.23 Part II - Repair Existing Curb & Gutter $ 42,458.33 Project 1259 Total Cost $ 87,326.56 Heine 1St Addition 9 Appendix B Preliminary Assessment Roll City Project #1259 Heine 1st Addition Residential Frontage Non -Assessable Frontage Total Frontage Heine 1st Addition 10 1259 82.6% 265 17.4% 1524 Heine Strasse R-1 Residential P.I.N. Lot Equivalent Unit Assessment Total 4210 Heine Strasse 103230000160 1 $ 1,325 $ 1,325 4220 Heine Strasse 103230000150 1 $ 1,325 $ 1,325 4230 Heine Strasse 103230000140 1 $ 1,325 $ 1,325 4235 Heine Strasse 103230000030 1 $ 1,325 $ 1,325 4240 Heine Strasse 103230000130 1 $ 1,325 $ 1,325 4245 Heine Strasse 103230000040 1 $ 1,325 $ 1,325 4250 Heine Strasse 103230000120 1 $ 1,325 $ 1,325 4255 Heine Strasse 103230000050 1 $ 1,325 $ 1,325 4260 Heine Strasse 103230000110 1 $ 1,325 $ 1,325 4265 Heine Strasse 103230000060 1 $ 1,325 $ 1,325 4270 Heine Strasse 103230000100 1 $ 1,325 $ 1,325 4271 Heine Strasse 103230000070 1 $ 1,325 $ 1,325 4272 Heine Strasse 103230000090 1 $ 1,325 $ 1,325 4275 Heine Strasse 103230000080 1 $ 1,325 $ 1,325 Subtotal 14 $ 18,550 Residential Frontage Non -Assessable Frontage Total Frontage Heine 1st Addition 10 1259 82.6% 265 17.4% 1524 /OFNN E V •- �. .�7- N 2018 Street Revitalization Project 1259 - Heine 1st Addition Date: 10/30/2017 FIG. 1 OF E " 2018 Street Revitalization - Project 1259 Heine 1st Addition q 1 @�ISHEO CO. Rp. 30 pifiley Road y Put rr 142.10 y4220 ,U 4230 N 1'� f � 2`3.51 235 �• 11 "`�� W Aw 420 25 }afi�25:: 425' 255 l l 265 t x 25 - Sigfrid Street 4iw, Q o 271' m a E •_, f - 4270 �. • i ` r e� 1� 272 2018 Street Improvement �Q>>� Assesable Area Clemson a4 Date: 11/1412017 10"AGGREGATE BASE EXISTING TYPICAL SECTION Heine 1 st 52'-54' B.B. EXIST. B618 CURB & GUTTER FULL WIDTH MILL r2" TYPE 2360 BITUMINOUS OVERLAY 77� 2357 BITUMINOUS TACK COAT 6.5" IT SURFACE LLL 10" CL. 4 AGGREGATE. BASE REMOVE & REPLACE EX. B618 CURB & GUTTER, AS DIRECTED BY THE ENGINEER PROPOSED TYPICAL SECTION Heine 1st Heine 1 st Addition E AG A N Street Revitalization - Project 1259 Fig. 3 Typical Sections Heine 1St Addition Neighborhood Street Revitalization City Project No. 1259 Informational Meeting — 5:30 P.M. Monday, Nov. 27, 2017 Conference Rooms 1A&B Attendance Aaron Nelson, Assistant City Engineer, 3 residents representing 2 single family homes were in attendance (see attached sign -in sheet). This meeting was held in conjunction with projects 1258 & 1260. Comments and questions from all residents in attendance at this meeting are shown below. Presentation of Project Details Nelson welcomed the residents and presented project information, including details such as construction, costs, schedule and assessments. A short ETV video on the street improvement process was also shown. Questions/ Comments STREET CONDITION 1. How old is the street in the neighborhood? The street was originally built in 1977 and was last overlayed in 1997. 2. Why are the improvements being performed now? The streets appear to be in relatively good condition. The condition of the streets are currently at the point that if improvements are not made at this time, the asphalt will deteriorate at a much quicker rate and will likely require more substantial and expensive improvements in the near future. 3. Will cracks appear through the new asphalt? Since the majority of the asphalt is being left in place, it is expected that some of the cracks will reflect through the new asphalt, however the structural integrity of the street will remain. Any cracks will be addressed with routine maintenance and filled as necessary. 4. How long is it expected for the next overlay? The anticipated lifespan between overlays is 20 years. CURB CONDITION S. How much curb is being replaced? Approximate curb replacement amounts for each project is: Project 1258 = 18%, Project 1259 = 29%, Project 1260 = 21% CONSTRUCTION/PHASING 6. Will the road be open during construction? Will access be maintained to driveways? All roads will be open to traffic during construction. We do not anticipate any road closures during the work, however, some phases will require short term lane closures and the contractor will use traffic control devices or flagmen to help direct traffic. Access to driveways should be maintained throughout construction. If curb needs to be replaced at a driveway, residents can park in front of their homes while the concrete cures. 7. How long will the construction last? The size and scope of the improvements in this neighborhood will likely result in approximately a 3 to 4 week construction timeframe. The City will mail more detailed construction specific information as construction nears. ASSESSMENTS 8. How are assessments calculated? With residential properties, the city shares the cost of all work performed between the curbs 50/50 with the adjacent property owners. Any work in the curbs and boulevard, and the utility improvements, is paid 100% by the city. The property owner's portion is split evenly among all lots in the neighborhood. Galaxie Ave. is a 44 foot wide collector roadway that was overlayed 18 years ago. It is receiving a full width mill and 2" overlay. Residential properties on that street will receive a street width and pavement thickness credit to make their assessment consistent with a standard residential street, and also an early deterioration credits since the street didn't meet its anticipated 20 year life expectancy. 9. How and when will the final assessment amounts be determined? A letter will be mailed to all properties this fall after construction is complete. The letter will include the final assessment amounts associated with each property. It will also invite property owners to another public hearing that specifically addresses the final costs. At the close of this meeting and the City Council's corresponding approval of the final assessment costs, there is a 30 day window in which payments can be made without interest. Payment during this 30 -day period should be made at city hall. After the 30 -day period, any remaining portion of the assessment will be forwarded to Dakota County for collection as part of the property taxes. 4% to 4.5% interest is anticipated to be charged annually until paid in full. The 2017 interest rate was 4%, and the 2018 rate will be determined early 2018. UTILITIES 10. Is there any water main or sanitary sewer improvements proposed? Both the water main and sanitary sewer pipes have been reviewed and found to be in order, and no improvements are proposed. However, minor repairs and adjustments will be performed to the manholes as needed. SEAL COAT 11. Will the neighborhood be seal coated after construction is complete? Neighborhood streets are typically seal coated about 3 years after an overlay. IRRIGATION 12. If an irrigation system is damaged, how are repairs performed? The city will provide flags for property owners to mark their irrigation systems. If they are properly marked, the contractor will have a good chance to avoid damage to the systems. However, if the system is properly marked and still gets damaged, the city's contractor has historically made the repairs. The meeting adjourned at 6:10 p.m. 2018 Skeet Revitalization - Project 1259 ..... . J Heine 1st Addition -4 NAME 2. 6. 7. 8. 4 10. 11. 12. Heine 1st Addition City Project 1259 Informational Meeting Monday, November 27, 2017 5:30 p.m. 1 It Floor Conference Room CONTACT INFO Agenda Information Memo December 5, 2017 Eagan City Council Meeting PUBLIC HEARING E. Project 1260, Evergreen Park Addition Street Improvements Action To Be Considered: Close the public hearing and approve Project 1260 (Evergreen Park Addition - Street Improvements) as presented, and authorize the preparation of detailed plans and specifications. Facts:  On June 6, 2017, the City Council directed staff to prepare a feasibility report considering the rehabilitation of residential streets located in the Evergreen Park Addition neighborhood, in south central Eagan located north of Cliff Road and west of Pilot Knob Road.  A structural mill and overlay of these streets is programmed for 2018 in the City of Eagan’s 5-Year CIP (2018-2022).  On November 6, 2017, the draft Feasibility Report was presented to the City Council and a public hearing was scheduled for Tuesday, December 5, 2017.  An informational neighborhood meeting was held on November 27 for the adjacent property owners to discuss the proposed improvements. Of the 99 properties to be assessed under this improvement, four residents representing four properties attended the meeting.  All notices have been published in the legal newspaper and sent to all affected property owners informing them of this pub lic hearing. Attachments (2) PHE-1 Feasibility Report PHE-2 Neighborhood Meeting Minutes Report for Evergreen Park Addition Street Revitalization City Project No. 1260 November 1, 2017 EAGAN Report for Evergreen Park Addition Street Revitalization City Project No. 1260 November 1, 2017 Memo To: Honorable Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: November 1, 2017 Re: Evergreen Park Addition Street Revitalization City Project No.: 1260 Attached is the feasibility report for the Evergreen Park Addition, City Project No. 1260. The report presents and discusses the proposed improvements and includes a cost estimate, preliminary assessment roll and schedule. We would be pleased to meet with the City Council at your convenience to review and discuss the contents of this report. Reviewed By: De rtment of Public Works Reviewed By: Finance DIVOrtment I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Aaron Nelson Date: 1dlk / 1-7 Reg. No. 45795 Date: Lzg-l-e 7 Date: Il �� � I IEAGAN Memo To: Honorable Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: November 1, 2017 Re: Evergreen Park Addition Street Revitalization City Project No.: 1260 Attached is the feasibility report for the Evergreen Park Addition, City Project No. 1260. The report presents and discusses the proposed improvements and includes a cost estimate, preliminary assessment roll and schedule. We would be pleased to meet with the City Council at your convenience to review and discuss the contents of this report. Reviewed By: De rtment of Public Works Reviewed By: Finance DIVOrtment I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Aaron Nelson Date: 1dlk / 1-7 Reg. No. 45795 Date: Lzg-l-e 7 Date: Il �� TABLE OF CONTENTS ExecutiveSummary.............................................................................................1 Introduction/History ..............................................................................................2 Scope....................................................................................................................3 AreaTo Be Included............................................................................................3 Street Pavement Evaluation................................................................................3 Proposed Improvements.....................................................................................4 Easements/Permits..............................................................................................6 Feasibility/Recommendations............................................................................6 CostEstimate.......................................................................................................6 Assessments........................................................................................................6 Assessment Financing Options.........................................................................7 RevenueSource...................................................................................................8 ProjectSchedule..................................................................................................8 LIST OF APPENDICES Appendix A Preliminary Cost Estimate Appendix B Preliminary Assessment Roll Appendix C Figures - 1 Location Map - 2 Street Improvement/Assessment Area Map - 3 Typical Section — Mill & Overlay Executive Summary Background Project Name Evergreen Park Addition Project # 1260 Street Area 25,215 Sq. Yds. Street Length 6,914 Feet - Balsam St Constructed East Sigfrid St 1969 resurface gutter Hemlock Cir Overlayed 1998 Streets Included ! Lodgepole Ct Crack Sealed Lodgepole Dr Ponderosa Cir - $ 378,680 Sequoia Dr Seal Coated 2003, 2010 R-1 Residential Wilfrid St o Watergate valves Absolute NE'/ of Section 28 Relative South of Diffley Road Location Township 27, Range 23 Location West of Pilot Knob Road Project Details • Roadway resurfacing (full width mill PCI Rating 51/100 & 1-1/2" overlay) $ 155,820 $ 156,080 Recommended - • Replacement of damaged curb & Improvement resurface gutter Utility Improvements $ 42,000 - Scope • Adjustment/Replacement of: Curb Removal 21% $ 378,680 o Sanitary/Storm sewer o Utility castings R-1 Residential 98 (100 ERU) o Watergate valves Neigh. Park 1 (6 ERU) o Street signage 99 (106 ERU) • Utility Improvements Cost Estimate/ Revenue Evergreen Park Addition 1 Property City Mill & Overlay w/ Signage $ 311,900 $ 155,820 $ 156,080 Repair Existing Concrete Curb & $ 180,600 - $ 180,600 Gutter Utility Improvements $ 42,000 - $ 42,000 Total $ 534,500 $ 155,820 $ 378,680 Evergreen Park Addition 1 November 1, 2017 Neighborhood Street Revitalization Evergreen Park Addition Eagan, Minnesota Introduction/ History Pavement Management - As a part of Eagan's Pavement Management Program (PMP), the City evaluates streets within the community throughout their life cycle and implements appropriate maintenance strategies. In 1989, a Pavement Management System (PMS) was developed that allowed the City to evaluate the condition of the existing pavement surface for all the streets on a routine basis and schedule timely maintenance. A Five Year Capital Improvement Program (CIP) for street rehabilitation is developed from this information. The 6,914 feet of residential streets in the Evergreen Park Addition neighborhood in South -Central Eagan has been identified for 2018 street revitalization improvements. Figure 1, located in Appendix C, illustrates the project location. The streets were originally constructed in 1969. Based on the data and engineering strategies available at this time, the City's current PMP incorporates local and ongoing maintenance strategies with seal coating occurring as needed (approximately 3 years after paving) and a bituminous overlay at approximately 20+ years. Overlaying the roads located within the project area, which are currently in the 20 year time frame, will prevent further decay of the pavement surface, thus protecting and extending the structural life of the street. Timely maintenance work, such as bituminous patching, crack sealing and seal coating have occurred at appropriate intervals during the life of the pavement in the area. The City of Eagan's maintenance records indicate that the streets were seal coated in 2003 and 2010. The Public Works maintenance program typically includes extensive patching and crack sealing during the summer prior to the overlay. The Public Works crews, as part of the Preparatory Pavement Management Plan, removed and replaced deteriorated pavement areas and placed leveling and maintenance overlays on portions of the streets under consideration, where necessary. These repairs alone will not substantially extend the life expectancy of the street section if not combined with the bituminous overlay proposed with this project. Infrastructure Review - The Public Works Department has also inspected the utility infrastructure (sanitary sewer, water main, and storm sewer pipes and other structures) Evergreen Park Addition 2 in the project area and determined the underground systems are generally in good working order and that no major repairs are necessary. To provide a comprehensive review of the project area, the condition and coverage of other infrastructure items maintained by the City and other public agencies within the public right-of-way and easements such as street lights, utility boxes, and above ground storm water ponds/access, and pedestrian features were evaluated. The rehabilitation of City -maintained items is included in this project, if needed. Scope This project will provide resurfacing (full width mill and overlay) for approximately 6,914 feet of roadway. Figure 2 in Appendix C, illustrates the project limits. Included in this project are the following improvements; replacement of damaged curb and gutter, adjustments and/or replacement to sanitary/storm sewer utility castings, water gate valves, replacement of street signage, and utility improvements. Area to Be Included Properties included in the project lie within the NE'/ of Section 28, lying South of Diffley Road, West of Pilot Knob Road, in Township 27, Range 23, in the City of Eagan, Dakota County, Minnesota. Street Pavement Evaluation The City of Eagan's Pavement Management System allows the City to evaluate the condition of the existing street surface to help schedule timely maintenance and improvements. The Pavement Condition Index (PCI) ranks the surface condition for each street. The general categories that define PCI rankings are as follows.- PCI ollows: PCI Recommended Improvement 56-100 Routine Maintenance/Crack Seal/Seal Coat 36— 55 , Patch/Repair and/or Overlay 0— 35 Reconstruct/ Reclaim The 2017 PCI rankings for the street segments have a weighted average pavement condition rating of 51, which falls in the "Patch/Repair and/or Overlay" category, as mentioned above. The street pavement has reached an age where, based on the City's past experience, the integrity of the pavement can rapidly decline if no improvements are performed. Therefore, the 2018 construction season is the optimal time to construct the bituminous overlay on this street. Any delay of the project may reduce the structural benefit to the street sections and require more substantial rehabilitation. Evergreen Park Addition 3 Proposed Improvements Pavement - The proposed street improvements shown in Figure 3. The existing street section for this roadway consists of 3" to 4-1/2" bituminous pavement supported by 6" to 10" gravel base. The existing bituminous surface will be milled across its entire width to +' _ ` accommodate a 1 %-inch bituminous overlay. The overlay, combined with ,� A the existing street section, will provide a street section consistent with current City standards for residential streets. The combination of patching and overlay will not eliminate cracking due to the temperature extremes experienced in Minnesota. Bituminous overlays will show some continued frost movements and reflective cracking consistent with the underlying pavement. Routine maintenance will still need to continue under the City's Pavement Management Program. Concrete curb & gutter - Damaged curb & gutter will be replaced if severely cracked, spalled, or settled. It is estimated that approximately 21 % of the existing concrete curb and gutter will have to be replaced. Boulevard turf will be removed and replaced with seed. While the contractor who performs the work is responsible for its establishment (45 days for seed), adjacent property owners are encouraged to consistently water the new turf, where possible, to help ensure its growth. Utility Adjustment/Replacement — Sanitary/storm sewer manholes, catch basins, and gate valves will be adjusted, repaired, or replaced based on the condition of castings and supporting structures. Such repairs to the storm sewer, sanitary sewer, and water main infrastructures ensure quick and easy access by the City for maintenance and other purposes. There are a few manholes structures that require replacement, new castings, and doghouse/invert repairs due to deterioration. These repairs will be financed through the Combined Utility Fund. Evergreen Park Addition 4 Signage - Traffic and street identification signage within the project limits have reached the end of their useful life expectancy and are in need of replacement. Signs have been reviewed for compliance with the Minnesota Manual on Uniform Traffic Control Devices (MnMUTCD). Those that are required by the MnMUTCD will be replaced to improve safety and night time visibility, and those that are not will be permanently removed. Street Lights — The street lights in the project area (maintained by Dakota Electric Association) are in good condition and provide adequate coverage. No modifications to the existing street lights are proposed. Complete Streets — "Complete Streets" is a transportation and design approach that plans, designs, operates, and maintains streets in a means to enable safe, convenient and comfortable travel and access for users of all ages and abilities regardless of their mode of transportation. Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding public transportation, or delivering goods. In 2010, the State of Minnesota adopted a Complete Streets policy, which encourages, but does not require local governments to adopt this policy. The MN Department of Transportation has published a Complete Streets Guidelines for Local Agencies Resource Guide (Feb. 2013). The streets in this neighborhood were reviewed to determine if additional Complete Streets opportunities are available and/or feasible. The streets are relatively narrow at 32 feet wide, have limited access points, and a trail is available along Pilot Knob Road, and Evergreen Park to connect pedestrians to the City and regional trail system. Pedestrian curb ramps in the project area at the intersecting sidewalks will be replaced if necessary to meet current ADA design standards. Given the existing and proposed elements available for all users, the streets in this neighborhood meet the intent of the complete streets guidelines. Evergreen Park Addition 5 Easement/Permits All work will be in the public right-of-way. No additional easements are anticipated. It is anticipated right-of-way permits will be required from Dakota County for work within the Pilot Knob Road right-of-way. Feasibility and Recommendations The mill and overlay project is necessary to maintain and enhance the structural integrity of the pavement section, create a safer driving surface, and increase rideability. It is cost effective in that the proposed improvement (resurfacing) is considerably less expensive than complete reconstruction of this street. The mill and overlay is feasible in that this type of improvement has been used successfully to extend the life expectancy of numerous other streets throughout the City and the region. This project is in accordance with the Five Year Capital Improvement Plan (2018 — 2022) for the City of Eagan and the schedule as outlined in the Pavement Management Program. It is recommended that the project be constructed as proposed in this report in combination with other similar projects in the area. Cost Estimate Detailed cost estimates are located in Appendix A. The estimates are based on anticipated 2016 construction costs and include a 5% contingency and indirect cost of 25%, which include legal, administration, engineering, and bond interest. A summary of the costs is as follows.- Evergreen ollows:Evergreen • Mill & Overlay............................................................... $ 311,900 • Repair Existing Concrete Curb & Gutter ....................... $ 180,600 • Utility Improvements..................................................... 42,000 Total.................................................................. $ 534,500 Assessments Assessments are proposed to be levied against the benefited properties for the total improvement with costs allocated in accordance with the City of Eagan's Special Assessment Policy for a mill and overlay improvement for residential streets. All assessments will be revised based on final costs. A preliminary assessment roll is included in Appendix B. Evergreen Park Addition 6 City Special Assessment Policy Assessment Ratio Property City Mill & Overlay - Low -Density Residential (R-1,2,3) 50% 50% Mill & Overlay — Neighborhood Park 50% 50% Repair Existing Concrete Curb & Gutter - 100% Utility Improvements - 100% • Total Front Feet (F.F.) = 13,828 F.F., 32' F -F • Residential Frontage = 13,447 F.F., 100 Equivalent Residential Units (ERU's) • Neighborhood Park Frontage = 381 F.F. = 6 ERU's • TOTAL ERU's = 106 Residential Lots —All residential lots (98 single family homes) as shown on Figure 2, having driveway access on to the street to be improved are proposed to be assessed. The properties at 4235 and 4255 Pilot Knob Road are each equivalent to two Equivalent Residential Units (ERU's). The City's Assessment Policy states that 50% of the mill and overlay costs are assessable for local residential streets, based on a standard 32 -foot width. The estimated cost per residential unit, based on the City's Assessment Policy, is $1,470/ ERU and is calculated as follows: Neighborhood Parks —All Neighborhood Park lots (1 N.P. lots (6 ERU's)) as shown on Figure 2, adjacent to the street to be improved are proposed to be assessed. The City's Assessment Policy states that 50% of the mill and overlay costs are assessable for local residential streets, based on a standard 32 -foot width. The estimated cost per ERU, based on the City's Assessment Policy, is $1,470/ ERU and is calculated as follows: Mill & Overlay — Residential & Neighborhood Parks o 13,828' Assessable Frontage/ 13,828' Total Frontage= 100% o $311,900 (Mill & Overlay Costs) x 50% x 100% (assessable frontage) = $155,950 (Total R-1 & N.P. Assessment) o $155,950 /106 Total ERU's = $1,471.23 rounded to $1,470/ ERU Assessment Financing Options The property owner will have the option at the time of the assessment hearing to pay the full assessment or include the assessment in with their property tax statement. If the assessment is included with the property tax statement, the assessment and interest will be spread over five years for all properties. In 2017, the interest rate was set at 4.0%. The 2018 rate is not yet available, however, it is expected to be comparable and based on City policy will be determined by the City Council in the spring. The following payment schedule is an example of an Equivalent Residential Unit assessment of $1,470 with an estimated 4.0% interest for the assessed amounts, and assumes 14 months interest for the first year: Evergreen Park Addition 7 R-1, 2, 3 & Neighborhood Park ($1,470/ERU) Principal / Year Interest /Year Cost / Year 1 st Year [ $294 *9 $363 5t Year $294 $12 $306 Bonds may be issued to finance the improvements. Revenue Source A summary of revenue sources is listed below: The Major Street Fund will finance the estimated street related project deficit of $336,680 The Combined Utility Fund will finance the estimated $42,000 utility improvements. Prosect Schedule Present Feasibility Report to City Council/ Order Public Hearing.......................................................................... Nov. 6, 2017 Informational Meeting.......................................................................Nov. 27, 2017 PublicHearing.................................................................................... Dec. 5, 2017 Approve Plans and Specifications...................................................... Feb. 6, 2018 BidDate........................................................................................... March 8, 2018 Award Contract.............................................................................. March 20, 2018 StartConstruction............................................................................... May 1, 2018 Project Completion............................................................................ August, 2018 Final Cost Report.........................................................................September, 2018 Final Assessment Hearing...................................................................... Fall, 2018 First Payment Due with Property Tax Statement .............................. May 15, 2019 Evergreen Park Addition 8 i Project Cost Property Assessment I City Contribution Mill and Overlay (Including Signage)$ i$ 311,900 $ 155,820 i 156,080 Repair Existing Curb & Gutter $ 180,600 - $ 180,600 Utility Improvements $ 42,000 - $ 42,000 Totals $ 534,500 $ 155,820 1 $ 378,680 The Major Street Fund will finance the estimated street related project deficit of $336,680 The Combined Utility Fund will finance the estimated $42,000 utility improvements. Prosect Schedule Present Feasibility Report to City Council/ Order Public Hearing.......................................................................... Nov. 6, 2017 Informational Meeting.......................................................................Nov. 27, 2017 PublicHearing.................................................................................... Dec. 5, 2017 Approve Plans and Specifications...................................................... Feb. 6, 2018 BidDate........................................................................................... March 8, 2018 Award Contract.............................................................................. March 20, 2018 StartConstruction............................................................................... May 1, 2018 Project Completion............................................................................ August, 2018 Final Cost Report.........................................................................September, 2018 Final Assessment Hearing...................................................................... Fall, 2018 First Payment Due with Property Tax Statement .............................. May 15, 2019 Evergreen Park Addition 8 Appendix A Preliminary Cost Estimate City Project 1260 Evergreen Park Addition Item No. I Item I Unit I Unit Price I Est Qty I Estimated Cost Part I - Bituminous Street Overlay 2104.501 Remove Concrete Curb and Gutter 2104.505 Remove Concrete Driveway /Valley Gutter 2105.501 Common Excavation 2021.501 Mobilization LS $ 6,000.00 1 $ 6,000.00 2104.505 Remove Bituminous Pavement SY $ 6.00 300 $ 1,800.00 2232.501 Mill Bituminous Pavement - Full Width (1-1/4" Depth) SY $ 2.00 26980 $ 53,960.00 2357.502 Bituminous Material for Tack Coat GAL $ 2.50 1755 $ 4,387.50 2360.501 SP WEA340B Wearing Course Mixture (Overlay) TON $ 55.00 2510 $ 138,050.00 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 130.00 60 $ 7,800.00 2504.602 Adjust Gate Valve Box EA $ 250.00 5 $ 1,250.00 2504.602 Repair Gate Valve Mid Section EA $ 500.00 2 $ 1,000.00 2504.602 Repair Gate Valve Tap Section w/Cover EA $ 425.00 3 $ 1,275.00 2506.602 Adjust Frame and Ring Casting (Manhole) EA $ 700.00 19 $ 13,300.00 2506.602 Remove & Replace Frame & Ring Casting (27") EA $ 1,100.00 1 $ 1,100.00 2563.601 Traffic Control LS $ 4,000.00 1 $ 4,000.00 SP -1 Signage Remove and Replace LS $ 3,680.00 1 $ 3,680.00 Subtotal 5% Contingency Subtotal 25% Indirect Costs Part I - Bituminous Street Overlay Item No. I Item Part II - Repair Existing Curb & Gutter 2104.501 Remove Concrete Curb and Gutter 2104.505 Remove Concrete Driveway /Valley Gutter 2105.501 Common Excavation 2211.501 6" Aggregate Base, Cl. 5 (100% Crushed) 2360.501 SP WEA340B Wearing Course Mixture (Patch) 2504.602 Irrigation Repair 2506.602 Adjust Frame & Ring Casting (CB) HDPE Rings 2506.602 Remove & Replace Casting (Catch Basin) 2506.602 Remove & Replace CB Structure (48" Dia.) w/cstg. 2506.602 Remove & Replace Top Slab 4' Dia (CBMH) 2506.602 Repair/ Grout CB or MH Invert/ Doghouses 2506.602 Install 2 x 3 CB Erosion Barrier Shroud 2531.501 Concrete Curb and Gutter, B618 2531.501 Concrete Curb and Gutter, D412 2531.507 Concrete Valley Gutter - High Early 2540.602 Repair Underground Electric Fence 2540.602 Repair Landscaping 2572.503 Application of Water for Turf Establishment 2573.530 Storm Drain Inlet Protection 2575.550 Boulevard Topsoil Borrow - MnDOT 3877-21' 2575.609 Seeding (MnDOT 270 w/Type 5 Hydromulch) Subtotal $ 237,602.50 $ 11,880.13 $ 249,482.63 $ 62,370.66 $ 311,853.28 Unit I Unit Price I Est Qty j Estimated Cost LF $ 10.50 3070 $ 32,235.00 SY $ 13.00 28 $ 364.00 CY $ 30.00 10 $ 300.00 TON $ 25.00 15 $ 375.00 TON $ 130.00 150 $ 19,500.00 EA $ 150.00 10 $ 1,500.00 EA $ 500.00 10 $ 5,000.00 EA $ 900.00 5 $ 4,500.00 EA $ 5,000.00 4 $ 20,000.00 EA $ 2,000.00 1 $ 2,000.00 EA $ 500.00 1 $ 500.00 EA $ 150.00 4 $ 600.00 LF $ 23.00 85 $ 1,955.00 LF $ 21.00 2985 $ 62,685.00 SY $ 65.00 28 $ 1,820.00 EA $ 60.00 10 $ 600.00 EA $ 200.00 5 $ 1,000.00 GAL $ 0.10 31500 $ 3,150.00 EA $ 150.00 2 $ 300.00 CY $ 80.00 75 $ 6,000.00 SY $ 7.50 700 $ 5,250.00 Evergreen Park Addition 9 $ 169,634.00 5% Contingency $ 8,481.70 Subtotal $ 178,115.70 25% Indirect Costs $ 44,528.93 Part II - Repair Existing Curb & Gutter $ 222,644.63 Part I - Bituminous Street Overlay $ 311,853.28 Part Ii - Repair Existing Curb & Gutter $ 222,644.63 Protect 1260 Total Cost $ 534,497.91 Evergreen Park Addition 10 Appendix B Preliminary Assessment Roll City Project #1260 Evergreen Park Addition Evergreen Park Addition 11 SEQUOIA DRIVE R-1 Residential P.I.N. # Lots Lot Equivalent Unit Assessment Total 4383 Sequoia Drive 102488006030 1 1 $ 1,470 $ 1,470 4393 Sequoia Drive 102488006040 1 1 $ 1,470 $ 1,470 4394 Sequoia Drive 102488006050 1 1 $ 1,470 $ 1,470 4382 Sequoia Drive 102488006060 1 1 $ 1,470 $ 1,470 4372 Sequoia Drive 102488006070 1 1 $ 1,470 $ 1,470 4366 Sequoia Drive 102488006080 1 1 $ 1,470 $ 1,470 4358 Sequoia Drive 102488006090 1 1 $ 1,470 $ 1,470 4338 Sequoia Drive 102488004040 1 1 $ 1,470 $ 1,470 4330 Sequoia Drive 102488004050 1 1 $ 1,470 $ 1,470 4322 Sequoia Drive 102488004060 1 1 $ 1,470 $ 1,470 4314 Sequoia Drive 102488004070 1 1 $ 1,470 $ 1,470 4296 Sequoia Drive 102488002010 1 1 $ 1,470 $ 1,470 4288 Sequoia Drive 102488002020 1 1 $ 1,470 $ 1,470 4280 Sequoia Drive 102488002030 1 1 $ 1,470 $ 1,470 4272 Sequoia Drive 102488002040 1 1 $ 1,470 $ 1,470 4266 Sequoia Drive 102488002050 1 1 $ 1,470 $ 1,470 4258 Sequoia Drive 102488002060 1 1 $ 1,470 $ 1,470 4244 Sequoia Drive 102488001010 1 1 $ 1,470 $ 1,470 4236 Sequoia Drive 102488001020 1 1 $ 1,470 $ 1,470 4222 Sequoia Drive 102488001030 1 1 $ 1,470 $ 1,470 4223 Sequoia Drive 102488001040 1 1 $ 1,470 $ 1,470 4233 Sequoia Drive 102488001050 1 1 $ 1,470 $ 1,470 4243 Sequoia Drive 102488001060 1 1 $ 1,470 $ 1,470 4257 Sequoia Drive 102488003060 1 1 $ 1,470 $ 1,470 4265 Sequoia Drive 102488003050 1 1 $ 1,470 $ 1,470 4271 Sequoia Drive 102488003040 1 1 $ 1,470 $ 1,470 4279 Sequoia Drive 102488003030 1 1 $ 1,470 $ 1,470 4287 Sequoia Drive 102488003020 1 1 $ 1,470 $ 1,470 4295 Sequoia Drive 102488003010 1 1 $ 1,470 $ 1,470 4305 Sequoia Drive 102488005080 1 1 $ 1,470 $ 1,470 4313 Sequoia Drive 102488005070 1 1 $ 1,470 $ 1,470 4321 Sequoia Drive 102488005060 1 1 $ 1,470 $ 1,470 4329 Sequoia Drive 102488005050 1 1 $ 1,470 $ 1,470 4337 Sequoia Drive 102488005040 1 1 $ 1,470 $ 1,470 4343 Sequoia Drive 102488005030 1 1 $ 1,470 $ 1,470 4353 Sequoia Drive 102488005020 1 1 $ 1,470 $ 1,470 4363 Sequoia Drive 102488005010 1 1 $ 1,470 $ 1,470 Subtotal 37 37 $ 54,390 Evergreen Park Addition 11 Evergreen Park Addition 12 WALFRID STREET LODGEPOLE DRIVE R-1 Residential P.I.N. #Lots Lot Equivalent Unit Assessment Equivalent Total 1406 Walfrid Street 101640000130 1 1 $ 1,470 $ 1,470 1412 Walfrid Street 101640000131 1 1 $ 1,470 $ 1,470 1417 Waif rid Street 102488004030 1 1 $ 1,470 $ 1,470 1411 Walfrid Street 102488004020 1 1 $ 1,470 $ 1,470 1405 Walfrid Street 102488004010 1 1 $ 1,470 $ 1,470 1450 Balsam Street Subtotal j 5 5 $ 1,470 $ 7,350 Evergreen Park Addition 12 BALSAM STREET LODGEPOLE DRIVE R-1 Residential P.I.N. #Lots Equivalent Unit Assessment Equivalent Total 1406 Balsam Street 102488004100 1 1 $ 1,470 $ 1,470 1412 Balsam Street 102488004090 1 1 $ 1,470 $ 1,470 1418 Balsam Street 102488004080 1 1 $ 1,470 $ 1,470 1438 Balsam Street 102488005090 1 1 $ 1,470 $ 1,470 1444 Balsam Street 102488005100 1 1 $ 1,470 $ 1,470 1450 Balsam Street 102488005110 I 1 1 $ 1,470 $ 1,470 1447 Balsam Street 102488003130 1 1 $ 1,470 $ 1,470 1443 Balsam Street 102488003140 1 1 $ 1,470 $ 1,470 j 1437 Balsam Street 102488003150 1 1 $ 1,470 $ 1,470 1411 Balsam Street 106140000091 1 1 $ 1,470 $ 1,470 1405 Balsam Street 106140000090 1 1 $ 1,470 $ 1,470 $ Subtotal 11 11 4295 Lodgepole Drive $ 16,170 Evergreen Park Addition 12 LODGEPOLE DRIVE R-1 Residential Iot R.I.N. # Lots Equivalent Unit Assessment Total 4373 Lodgepole Drive 102488006020 1 1 $ 1,470 $ 1,470 4367 Lodgepole Drive 102488006010 1 1 $ 1,470 $ 1,470 4355 Lodgepole Drive 102488001280 1 1 $ 1,470 $ 1,470 4347 Lodgepole Drive 102488001270 1 1 $ 1,470 $ 1,470 4341 Lodgepole Drive 102488001260 1 1 $ 1,470 $ 1,470 4333 Lodgepole Drive 102488001250 1 1 $ 1,470 $ 1,470 4325 Lodgepole Drive 102488001240 1 1 $ 1,470 $ 1,470 4317 Lodgepole Drive 102488001230 1 1 $ 1,470 $ 1,470 4309 Lodgepole Drive 102488001220 1 1 $ 1,470 $ 1,470 4303 Lodgepole Drive 102488001210 1 1 $ 1,470 $ 1,470 4295 Lodgepole Drive 102488001200 1 1 $ 1,470 j $ 1,470 4287 Lodgepole Drive 102488001190 1 1 $ 1,470 $ 1,470 4279 Lodgepole Drive 102488001180 1 1 $ 1,470 $ 1,470 4271 Lodgepole Drive 102488001170 1 1 $ 1,470 $ 1,470 4265 Lodgepole Drive 102488001160 1 1 $ 1,470 $ 1,470 4257 Lodgepole Drive 102488001150 1 1 $ 1,470 $ 1,470 I 4249 Lodgepole Drive 102488001140 1 1 $ 1,470 $ 1,470 4241 Lodgepole Drive 102488001130 1 1 $ 1,470 $ 1,470 4235 Lodgepole Drive 102488001120 1 1 $ 1,470 $ 1,470 4225 Lodgepole Drive 102488001110 1 1 $ 1,470 $ 1,470 4224 Lodgepole Drive 102488001100 1 1 $ 1,470 $ 1,470 Evergreen Park Addition 12 4234 Lodgepole Drive ; 102488001090 1 1 $ 1,470 $ 1,470 4242 Lodgepole Drive ` 102488001080 1 1 $ 1,470 $ 1,470 4256 Lodgepole Drive 102488003080 1 1 $ 1,470 $ 1,470 4280 Lodgepole Drive 102488003120 1 1 $ 1,470 ( $ 1,470 4322 Lodgepole Drive 102488005120 1 1 $ 1,470 $ 1,470 4352 Lodgepole Drive 102488005190 1 1 $ 1,470 $ 1,470 4358 Lodgepole Drive 102488005200 1 1 $ 1,470 $ 1,470 4362 Lodgepole Drive 102488005210 1 1 $ 1,470 $ 1,470 4366 Lodgepole Drive i 102488005220 1 1 $ 1,470 $ 1,470 Subtotal 30 30 $ 44,100 PILOT KNOB ROAD HEMLOCK CIRCLE R-1 Residential P.I.N. # Lots Lot I Equivalent R-1 Residential P.I.N. # Lots Lot Equivalent I Unit Assessment $ 1,470 Total I 1449 Hemlock Circle 102488003090 1 1 $ 1,470 $ 1,470 1439 Hemlock Circle 102488003100 1 1 $ 1,470 $ 1,470 1440 Hemlock Circle 102488003110 1 1 $ 1,470 $ 1,470 1438 Ponderosa Circle Subtotal 3 3 $ 1,470 $ 4,410 PILOT KNOB ROAD PONDEROSA CIRCLE R-1 Residential P.I.N. # Lots Lot I Equivalent R-1 Residential P.I.N. # Lots Lot Equivalent Unit Assessment $ 1,470 Total 1449 Ponderosa Circle 102488005130 1 1 $ 1,470 $ 1,470 1445 Ponderosa Circle 102488005140 1 1 $ 1,470 $ 1,470 1439 Ponderosa Circle 102488005150 1 1 $ 1,470 $ 1,470 1438 Ponderosa Circle 102488005160 1 1 $ 1,470 $ 1,470 1444 Ponderosa Circle 102488005170 1 1 $ 1,470 $ 1,470 1450 Ponderosa Circle 102488005180 1 1 $ 1,470 $ 1,470 Subtotal 6 6 $ 8,820 PILOT KNOB ROAD LODGEPOLE COURT R-1 Residential P.I.N. # Lots Lot I Equivalent R-1 Residential P.I.N. # Lots Lot Equivalent Unit Assessment $ 1,470 Total 4365 Lodgepole Court 102488006011 1 1 $ 1,470 I $ 1,470 4363 Lodgepole Court i 102488006012 1 1 $ 1,470 $ 1,470 4357 Lodgepole Court (Evergreen Park) 102488000010 I 1 6 $ 1,470 ! $ 8,820 Subtotal 3 8 ' $ 11,760 PILOT KNOB ROAD R-1 Residential P.I.N. # Lots Lot I Equivalent Unit Assessment Total 4255 Pilot Knob Road 101640000070 1 2 $ 1,470 $ 2,940 4235 Pilot Knob Road 101640000C60 1 2 ` $ 1,470 $ 2,940 Subtotal 2 4 $ 5,880 Evergreen Park Addition 13 EAST SIGFRID STREET R-1 Residential P.I.N. # Lots Lot Equivalent i I Unit 1 Assessment I i Total I 1438 East Sigf rid Street ; 102488003070 1 1 $ 1,470 $ 1,470 1437 East Sigfrid Street 102488001070 1 1 $ 1,470 $ 1,470 i Subtotal2 2 $ 2,940 TOTAL 99 106 $ 155,820 Residential Frontage 13,447 97.2% Nieghborhood Park Frontage 381 2.8% Non -Assessable Frontage 0 0.0% Total Frontage 13,828 100.0% Evergreen Park Addition 14 2018 Street Revitalization Project 1280 - Evergreen Park Addition Date: 11/1/2017 FIG. 1 j0F 2018 Street Revitalization - Project 1260 �9e 4, Evergreen Addition 1gNE Date: 11/14/2017 60 ' ROW 52'-54" B.B CE I 6.5" BITUMINOUS SURFACE EXIST. B618 10" CL. 4 AGGREGATE BASE CURB & GUTTER EXISTING TYPICAL SECTION Evergreen Park Addition 60' ROW 52'-54' B.B. FULL WIDTH MILL 2" TYPE 2360 BITUMINOUS OVERLAY I 2357 BITUMINOUS TACK COAT 6.5" BITUMINOUS SURFACE 10" CL. 4 AGGREGATE. BASE REMOVE &REPLACE EX. B618 CURB & GUTTER, AS DIRECTED BY THE ENGINEER PROPOSED TYPICAL SECTION Evergreen Park Addition 11/01/2017 EAGAN Evergreen Park Addition Street Revitalization - Project 1260 Fig. 3 Typical Sections I Evergreen Park Addition Neighborhood Street Revitalization City Project No. 1260 Informational Meeting — 5:30 P.M. Monday, Nov. 27, 2017 Conference Rooms 1A&B Attendance Aaron Nelson, Assistant City Engineer, 4 residents representing 4 single family homes were in attendance (see attached sign -in sheet). This meeting was held in conjunction with projects 1258 & 1259. Comments and questions from all residents in attendance at this meeting are shown below. Presentation of Project Details Nelson welcomed the residents and presented project information, including details such as construction, costs, schedule and assessments. A short ETV video on the street improvement process was also shown. Questions/ Comments STREET CONDITION 1. How old is the street in the neighborhood? The street was originally built in 1977 and was last overlayed in 1997. 2. Why are the improvements being performed now? The streets appear to be in relatively good condition. The condition of the streets are currently at the point that if improvements are not made at this time, the asphalt will deteriorate at a much quicker rate and will likely require more substantial and expensive improvements in the near future. 3. Will cracks appear through the new asphalt? Since the majority of the asphalt is being left in place, it is expected that some of the cracks will reflect through the new asphalt, however the structural integrity of the street will remain. Any cracks will be addressed with routine maintenance and filled as necessary. 4. How long is it expected for the next overlay? The anticipated lifespan between overlays is 20 years. CURB CONDITION S. How much curb is being replaced? Approximate curb replacement amounts for each project is: Project 1258 = 18%, Project 1259 = 29%, Project 1260 = 21% CONSTRUCTION/PHASING 6. Will the road be open during construction? Will access be maintained to driveways? All roads will be open to traffic during construction. We do not anticipate any road closures during the work, however, some phases will require short term lane closures and the contractor will use traffic control devices or flagmen to help direct traffic. Access to driveways should be maintained throughout construction. If curb needs to be replaced at a driveway, residents can park in front of their homes while the concrete cures. 7. How long will the construction last? The size and scope of the improvements in this neighborhood will likely result in approximately a 3 to 4 week construction timeframe. The City will mail more detailed construction specific information as construction nears. ASSESSMENTS 8. How are assessments calculated? With residential properties, the city shares the cost of all work performed between the curbs 50/50 with the adjacent property owners. Any work in the curbs and boulevard, and the utility improvements, is paid 100% by the city. The property owner's portion is split evenly among all lots in the neighborhood. Galaxie Ave. is a 44 foot wide collector roadway that was overlayed 18 years ago. It is receiving a full width mill and 2" overlay. Residential properties on that street will receive a street width and pavement thickness credit to make their assessment consistent with a standard residential street, and also an early deterioration credits since the street didn't meet its anticipated 20 year life expectancy. 9. How and when will the final assessment amounts be determined? A letter will be mailed to all properties this fall after construction is complete. The letter will include the final assessment amounts associated with each property. It will also invite property owners to another public hearing that specifically addresses the final costs. At the close of this meeting and the City Council's corresponding approval of the final assessment costs, there is a 30 day window in which payments can be made without interest. Payment during this 30 -day period should be made at city hall. After the 30 -day period, any remaining portion of the assessment will be forwarded to Dakota County for collection as part of the property taxes. 4% to 4.5% interest is anticipated to be charged annually until paid in full. The 2017 interest rate was 4%, and the 2018 rate will be determined early 2018. UTILITIES 10. Is there any water main or sanitary sewer improvements proposed? Both the water main and sanitary sewer pipes have been reviewed and found to be in order, and no improvements are proposed. However, minor repairs and adjustments will be performed to the manholes as needed. SEAL COAT 11. Will the neighborhood be seal coated after construction is complete? Neighborhood streets are typically seal coated about 3 years after an overlay. IRRIGATION 12. If an irrigation system is damaged, how are repairs performed? The city will provide flags for property owners to mark their irrigation systems. If they are properly marked, the contractor will have a good chance to avoid damage to the systems. However, if the system is properly marked and still gets damaged, the city's contractor has historically made the repairs. The meeting adjourned at 6:10 p.m. A& 2018 street RevltalFiatlon -Project 1260 �,T., Evergreen AddMon NAME 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. Evergreen Park Addition City Project 1260 Informational Meeting Monday, November 27, 2017 5:30 p.m. 1 It Floor Conference Room CONTACT INFO Agenda Information Memo December 5, 2017 Eagan City Council Meeting PUBLIC HEARING F. Project 1261, Wilderness Run 4th, 5th and 6th Additions Street Improvements Action To Be Considered: Close the public hearing and approve Project 1261 (Wilderness Run 4th, 5th and 6th Additions - Street Improvements) as presented, and authorize the preparation of detailed plans and specifications. Facts:  On June 6, 2017, the City Council directed staff to prepare a feasibility report considering the rehabilitation of residential streets located in the Wilderness Run 4th, 5th and 6th neighborhoods, in south central Eagan located south of Diffley Road and east of Pilot Knob Road.  A structural mill and overlay of these streets is programmed for 2018 in the City of Eagan’s 5-Year CIP (2018-2022).  On November 6, 2017, the draft Feasibility Report was presented to the City Council and a public hearing was scheduled for Tuesday, December 5, 2017.  An informational neighborhood meeting was held on November 27 for the adjacent property owners to discuss the proposed improvements. Of the 168 properties to be assessed under this improvement, six residents representing six properties attended the meeting.  All notices have been published in the legal newspaper and sent to all affec ted property owners informing them of this public hearing. Attachments (2) PHF-1 Feasibility Report PHF-2 Neighborhood Meeting Minutes AW FM'A - - - t t to.r Lei IlaTAM. Y41;� �,� ► r ter oaf St CpatSam r� ' ` p . *� t� , �� ,-,ice `� •� �+��1 - ''-� Carrson t 1 ��NCo� rraxs L'rt�-t Lake Park 440. r9 40 � t • . FAGAN Memo To: Honorable Mayor and City Council From: Aaron Nelson, Assistant City Engineer Date: Oct. 31, 2017 Re: Wilderness Run 4t" 5t" & 6t" Additions Street Revitalization City Project No.: 1261 Attached is the feasibility report for the Wilderness Run 4t" 5t" & 6t" Additions, City Project No. 1261. The report presents and discusses the proposed improvements and includes a cost estimate, preliminary assessment roll and schedule. We would be pleased to meet with the City Council at your convenience to review and discuss the contents of this report. Reviewed By: (�� 44-L Dep rtment of Public Works Reviewed By: ak= Finance b1partment f j I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. uC—Aa--, Aaron Nelson Date: amu, t'r Reg. No. 45795 Date: 1 2 6 7 Date: 11/2 � h, TABLE OF CONTENTS ExecutiveSummary.............................................................................................1 Introduction/History..............................................................................................2 Scope....................................................................................................................3 AreaTo Be Included............................................................................................3 Street Pavement Evaluation................................................................................3 ProposedImprovements.....................................................................................4 Easements/Permits..............................................................................................6 Feasibility/Recommendations............................................................................6 CostEstimate.......................................................................................................6 Assessments........................................................................................................7 Assessment Financing Options.........................................................................8 RevenueSource...................................................................................................9 ProjectSchedule..................................................................................................9 LIST OF APPENDICES Appendix A Preliminary Cost Estimate Appendix B Preliminary Assessment Roll Appendix C Figures - 1 Location Map - 2 Street Improvement/Assessment Area Map - 3 Typical Section — Mill & Overlay Executive Summary Background Project Details • Roadway resurfacing (full width Run 4t", 56/100 mill & 1-1/2" overlay) Project Name Wilderness 5 , & 6 Additions Project # 1261 Street Area 40,145 Sq. Yds. Street Length 11,646 feet Balsam St E Balsam TO E Constructed 1969 1974-1978 1988 Overlayed 1998 164 (164 ERU) Carlson Lake Ln N o Utility castings Dunrovin Ln 35 (52 ERU) o Water gate valves Crack Sealed - o Street signage Easter Ln Streets Included Malmo Ln N TOTAL 203 (223 ERU) Malmo PI Nybro Ln N Sigfrid St E Seal Coated 2003, 2012 Svensk Ln N Absolute NW Y4 of Section 27 Relative South of Diffley Road Location Township 3 , Region Location East of Pilot Knob Road Project Details • Roadway resurfacing (full width PCI Rating 56/100 mill & 1-1/2" overlay) Recommended • Replacement of damaged curb Improvement Resurfacing & gutter Scope • Adjustment/Replacement of: Curb Removal 18% Residential —Single Family 164 (164 ERU) o Sanitary/Storm sewer o Utility castings Residential — Twin 35 (52 ERU) o Water gate valves Neighborhood Parks 3 (4 ERU) o Street signage Public Facility 1 3 ERU • Utility improvements TOTAL 203 (223 ERU) Cost Estimate/ Revenue Property City Mill & Overlay w/ Signage $ 466,700 $ 233,480 $ 233,220 Repair Existing Concrete Curb & $ 258,800 - $ 258,800 Gutter Utility Improvements $ 83,600 - $ 83,600 Total $ 809,100 $ 233,480 $ 575,620 Wilderness Run 4t", 511, & 6t" Additions 1 October 31, 2017 Neighborhood Street Revitalization Wilderness Run 4th, 5th and 6th Additions Eagan, Minnesota Introduction/ History Pavement Management - As a part of Eagan's Pavement Management Program (PMP), the City evaluates streets within the community throughout their life cycle and implements appropriate maintenance strategies. In 1989, a Pavement Management System (PMS) was developed that allowed the City to evaluate the condition of the existing pavement surface for all the streets on a routine basis and schedule timely maintenance. A Five Year Capital Improvement Program (CIP) for street rehabilitation is developed from this information. The 11,646 feet of residential streets in the Wilderness Run 4th Stn & 61h Additions neighborhood in South -Central Eagan has been identified for 2018 street revitalization improvements. Figure 1, located in Appendix C, illustrates the project location. The streets were originally constructed mainly in the span of 1974-1978, with minor sections constructed in 1969 and 1988. Based on the data and engineering strategies available at this time, the City's current PMP incorporates local and ongoing maintenance strategies with seal coating occurring as needed (approximately 3 years after paving) and a bituminous overlay at approximately 20+ years. Overlaying the roads located within the project area, which are currently in the 20 year time frame, will prevent further decay of the pavement surface, thus protecting and extending the structural life of the street. Timely maintenance work, such as bituminous patching, crack sealing and seal coating have occurred at appropriate intervals during the life of the pavement in the area. The City of Eagan's maintenance records indicate that the vast majority of the streets were seal coated in 2003, and 2012. A section of Easter Lane was seal coated in 2009 instead of 2003. The Public Works maintenance program typically includes extensive patching and crack sealing during the summer prior to the overlay. The Public Works crews, as part of the Preparatory Pavement Management Plan, removed and replaced deteriorated pavement areas and placed leveling and maintenance overlays on portions of the streets under consideration, where necessary. These repairs alone will not substantially extend the life expectancy of the street section if not combined with the bituminous overlay proposed with this project. Wilderness Run 4th, 5th, & 6t1 Additions 2 Infrastructure Review - The Public Works Department has also inspected the utility infrastructure (sanitary sewer, water main, and storm sewer pipes and other structures) in the project area and determined the underground systems are generally in good working order and that no major repairs are necessary. To provide a comprehensive review of the project area, the condition and coverage of other infrastructure items maintained by the City and other public agencies within the public right-of-way and easements such as street lights, utility boxes, and above ground storm water ponds/access, and pedestrian features were evaluated. The rehabilitation of City -maintained items is included in this project, if needed. Scope This project will provide resurfacing (full width mill and overlay) for approximately 11,646' of roadway. Figure 2 in Appendix C, illustrates the project limits. Included in this project are the following improvements; replacement of damaged curb and gutter, adjustments and/or replacement to sanitary/storm sewer utility castings, water gate valves, replacement of street signage, and utility improvements. Area to Be Included Properties included in the project lie within the NW Y4 of Section 27, south of Diffley Road, East of Pilot Knob Road in Township 27, Region 23 in the City of Eagan, Dakota County, Minnesota. Street Pavement Evaluation The City of Eagan's Pavement Management System allows the City to evaluate the condition of the existing street surface to help schedule timely maintenance and improvements. The Pavement Condition Index (PCI) ranks the surface condition for each street. The general categories that define PCI rankings are as follows: PCI I Recommended Improvement 156-100 Routine Maintenance/Crack Seal/Seal Coat ` 36 - 55 Patch/Repair and/or Overlay 10-35 Reconstruct/ Reclaim The 2017 PCI rankings for the street segments have a weighted average pavement condition rating of 56, which falls in the low end of the "Routine Maintenance" category, as mentioned above. The street pavement has reached an age where, based on the City's past experience, the integrity of the pavement can rapidly decline if no improvements are performed. Therefore, the 2018 construction season is the optimal time to construct the bituminous overlay on this street. Any delay of the project may reduce the structural benefit to the street sections and require more substantial rehabilitation. Wilderness Run 0, 511, & 6th Additions 3 Proposed Improvements Pavement - The proposed street improvements shown in Figure 3. The existing street section for this _ . roadway consists of 3" to 5-1/2" bituminous pavement supported by 6" to 10" gravel base. The existing bituminous surface will be milled across its entire width to , accommodate a 1 %Z -inch bituminous - overlay. The overlay, combined with --; the existing street section, will ,q provide a street section consistent with current City standards for residential streets. The combination of patching and overlay will not eliminate cracking due to the temperature extremes experienced in Minnesota. Bituminous overlays will show some continued frost movements and reflective cracking consistent with the underlying pavement. Routine maintenance will still need to continue under the City's Pavement Management Program. Concrete curb & gutter - Damaged curb & gutter will be replaced if severely cracked, spalled, or settled. It is estimated that approximately 18% of the existing concrete curb and gutter will have to be replaced. OF Boulevard turf will be removed and replaced with seed. While the contractor who performs the work is responsible for its establishment (45 days for seed), adjacent property owners are encouraged to consistently water the new turf, where possible, to help ensure its growth. Utility Adjustment/Replacement — Sanitary/storm sewer manholes, catch basins, and gate valves will be adjusted, repaired, or replaced based on the condition of castings and supporting structures. Such repairs to the storm sewer, sanitary sewer, and water main infrastructures ensure quick and easy access by the City for maintenance and other purposes. There are a few manholes structures that require new castings and doghouse/invert repairs due to deterioration. These repairs will be financed through the Combined Utility Fund. Wilderness Run 411, 511, & 6th Additions 4 Signage - Traffic and street identification signage within the project limits have reached the end of their useful life expectancy and are in need of replacement. Signs have been reviewed for compliance with the Minnesota Manual on Uniform Traffic Control Devices (MnMUTCD). Those that are required by the MnMUTCD will be replaced to improve safety and night time visibility, and those that are not will be permanently removed. Street Lights — The street lights in the project area (maintained by Dakota Electric Association) are in good condition and provide adequate coverage. No modifications to the existing street lights are proposed. Stormwater and Water Quality Improvements — One stormwater/ water quality pond improvement project in this area has been identified in the 2018-2022 CIP and are proposed for construction in 2018. Timing will be determined based on the scope of the improvements, required permits and public comment periods, soil testing results, and the desirable time of year to construct the improvements. These improvements will either be performed in-house or through separate contract. The work proposed in the Wilderness Run 4th, 5th, & 6t" Additions area includes alum treatment of Wetland LP -44. Because this work will not be assessed, but will be financed through the City's existing Storm Water Utility Fund 1126 — Storm Drainage System Renewal and Replacement, preliminary cost estimates are not included in this report. Complete Streets — "Complete Streets" is a transportation and design approach that plans, designs, operates, and maintains streets in a means to enable safe, convenient and comfortable travel and access for users of all ages and abilities regardless of their mode of transportation. Complete Streets allow for safe travel by those walking, bicycling, driving automobiles, riding public transportation, or delivering goods. In 2010, the State of Minnesota adopted a Complete Streets policy, which encourages, but does not require local governments to adopt this policy. The MN Department of Transportation has published a Complete Streets Guidelines for Local Agencies Resource Guide (Feb. 2013). Wilderness Run 4', 5tn, & 611 Additions 5 The streets in this neighborhood were reviewed to determine if additional Complete Streets opportunities are available and/or feasible. The streets are relatively narrow at 32 feet wide, have limited access points, and a trail is available on Diffley Road and Pilot Knob Road (both adjacent to this neighborhood) to connect pedestrians to the City and regional trail system. Pedestrian curb ramps in the project area at the intersecting sidewalks will be replaced if necessary to meet current ADA design standards. Given the existing and proposed elements available for all users, the streets in this neighborhood meet the intent of the complete streets guidelines. Easement/Permits All work will be in the public right-of-way. No additional easements are anticipated. It is anticipated that permits will be required from Dakota County for work within the Pilot Knob Road and Diffley Road right-of-way. Feasibility and Recommendations The mill and overlay project is necessary to maintain and enhance the structural integrity of the pavement section, create a safer driving surface, and increase rideability. It is cost effective in that the proposed improvement (resurfacing) is considerably less expensive than complete reconstruction of this street. The mill and overlay is feasible in that this type of improvement has been used successfully to extend the life expectancy of numerous other streets throughout the City and the region. This project is in accordance with the Five Year Capital Improvement Plan (2018 — 2022) for the City of Eagan and the schedule as outlined in the Pavement Management Program. It is recommended that the project be constructed as proposed in this report in combination with other similar projects in the area. Cost Estimate Detailed cost estimates are located in Appendix A. The estimates are based on anticipated 2018 construction costs and include a 5% contingency and indirect cost of 25%, which include legal, administration, engineering, and bond interest. A summary of the costs is as follows: Wilderness Run 4th, 5th, & 6th Additions • Mill & Overlay............................................................... $ 466,700 • Repair Existing Concrete Curb & Gutter ....................... $ 258,800 • Utility Improvements..................................................... 83,600 Total.................................................................. $ 809,100 Wilderness Run 411, 511, & 6th Additions 6 Assessments Assessments are proposed to be levied against the benefited properties for the total improvement with costs allocated in accordance with the City of Eagan's Special Assessment Policy for a mill and overlay improvement for residential streets. All assessments will be revised based on final costs. A preliminary assessment roll is included in Appendix B. City Special Assessment Policy Assessment Ratio Property City Mill & Overlay - Low -Density Residential (R-1,2,3) 50% 50% Mill & Overlay — Neighborhood Park 50% 50% Mill & Overlay — Public Facility 75% 25% Repair Existing Concrete Curb & Gutter - 100% Utility Improvements - 100% • Total Front Feet (F.F.) = 23,292 F.F., 32' F -F • Residential Frontage = 22,622 F.F., 216 Equivalent Residential Units (ERU's) • Public Facility Frontage = 248 F.F. = 3 ERU's • Neighborhood Park Frontage = 317 F.F. = 4 ERU's • Non Assessable Frontage = 105 F.F. • TOTAL ERU's = 223 Residential Lots — All residential lots (164 single family lots [164 ERU's] and 35 twin home lots 52 ERU's]) as shown on Figure 2, having driveway access on to the street to be improved are proposed to be assessed. The City's Assessment Policy states that 50% of the mill and overlay costs are assessable for local residential streets, based on a standard 32 -foot width. The City's policy has been that each unit in a duplex will be assessed at the same rate as a single family residential lot. The estimated cost per Equivalent Residential Unit (ERU), based on the City's Assessment Policy, is $1,040/ ERU and is calculated as shown below. Neighborhood Parks — All Neighborhood Park lots (3 N.P. lots (4 ERU's)) as shown on Figure 2, adjacent to the street to be improved are proposed to be assessed. The City's Assessment Policy states that 50% of the mill and overlay costs are assessable for local residential streets, based on a standard 32 -foot width. The estimated cost per ERU, based on the City's Assessment Policy, is $1,0401 ERU and is calculated as shown below Public Facility Lots —All Public Facility lots (1 P. F. Lot (3 ERU's)) as shown on Figure 2, adjacent to the street to be improved are proposed to be assessed. The City's Assessment Policy states that 75% of the mill and overlay costs are assessable for local residential streets, based on a standard 32 -foot width. The estimated cost per ERU, Wilderness Run 0, 5th, & 6th Additions 7 based on the City's Assessment Policy, is $1,560/ ERU and is calculated as shown below. Mill & Overlay — Residential & Neighborhood Parks o 23,187' Assessable Frontage / 23,292' Total Frontage = 99.5% o $466,700 (Mill & Overlay Costs) x 50% x 99.5% (assessable frontage) _ $232,183.25 (Total R-1 & N.P. Assessment) o $232,183.25 / 223 Total ERU's = $1,041.18 rounded to $1,040 / ERU Mill & Overlay — Public Facilities o 23,187' Assessable Frontage / 23,292' Total Frontage = 99.5% o $466,700 (Mill & Overlay Costs) x 75% x 99.5% (assessable frontage) _ $348,274.88 (Total R-1 Assessment) o $348,274.88 / 223 Total ERU's = $1,561.77 rounded to $1,560 / ERU o $1,560 x 3 ERU's = $4,680. Assessment Financina Ootions The property owner will have the option at the time of the assessment hearing to pay the full assessment or include the assessment in with their property tax statement. If the assessment is included with the property tax statement, the assessment and interest will be spread over five years for all properties. In 2017, the interest rate was set at 4.0%. The 2018 rate is not yet available, however, it is expected to be comparable and based on City policy will be determined by the City Council in the spring. The following payment schedule is an example of an Equivalent Residential Unit assessment of $1,040 for residential properties, and a $4,680 Public Facility assessment, with an estimated 4.0% annual interest, and assumes 14 months interest for the first year: ER j 1St Year 5t" Year 1 st Year 5t" Year U = $1,040 (Residential & Neighborhood Principal/ Year Interest /'Year $208— [ $49 $208. 1 $8 $4,680 (Public Facility) Principal / Year interest/ Year $936 $218 $936 $37 Bonds may be issued to finance the improvements. Wilderness Run 411, 5cn, & 611 Additions 8 Parks) Cost / Year j $257 $216 i Cost / Year $1,154 $973 Revenue Source A summary of revenue sources is listed below: The Major Street Fund will finance the estimated street related project deficit of $492,020. The Combined Utility Fund will finance the estimated $83,600 utility improvements. Project Schedule Present Feasibility Report to City Council/ Order Public Hearing.......................................................................... Nov. 6, 2017 Informational Meeting....................................................................... Nov. 27, 2017 Public Hearing.................................................................................... Dec. 5, 2017 Approve Plans and Specifications...................................................... Feb. 6, 2018 BidDate........................................................................................... March 8, 2018 Award Contract.............................................................................. March 20, 2018 Start Construction............................................................................... May 1, 2018 Project Completion............................................................................August, 2018 Final Cost Report.........................................................................September, 2018 Final Assessment Hearing...................................................................... Fall, 2018 First Payment Due with Property Tax Statement .............................. May 15, 2019 Wilderness Run 41h, 511, & 61h Additions 9 Project Cost Property Assessment City Contribution Mill and Overlay (Including Signage) $ 466,700 $ 233,480 $ 233,220 Repair Existing Curb & Gutter $ 258,800 - $ 258,800 Im rovements a $ 83,600 - $ 83,600 s $ 809,100 $ 233,480 $ 575,620 The Major Street Fund will finance the estimated street related project deficit of $492,020. The Combined Utility Fund will finance the estimated $83,600 utility improvements. Project Schedule Present Feasibility Report to City Council/ Order Public Hearing.......................................................................... Nov. 6, 2017 Informational Meeting....................................................................... Nov. 27, 2017 Public Hearing.................................................................................... Dec. 5, 2017 Approve Plans and Specifications...................................................... Feb. 6, 2018 BidDate........................................................................................... March 8, 2018 Award Contract.............................................................................. March 20, 2018 Start Construction............................................................................... May 1, 2018 Project Completion............................................................................August, 2018 Final Cost Report.........................................................................September, 2018 Final Assessment Hearing...................................................................... Fall, 2018 First Payment Due with Property Tax Statement .............................. May 15, 2019 Wilderness Run 41h, 511, & 61h Additions 9 Appendix A Preliminary Cost Estimate City Project 1261 Wilderness Run 4th, 5th, & 6th Additions Item No. Item Unit Unit Price Est Qty Estimated Cost Part I - Bituminous Street Overlay 2021.501 Mobilization LS $ 6,000.00 1 $ 6,000.00 2104.505 Remove Bituminous Pavement SY $ 6.00 500 $ 3,000.00 2232.501 Mill Bituminous Pavement - Full Width (1-1/4" Depth) SY $ 2.00 40715 $ 81,430.00 2357.502 Bituminous Material for Tack Coat GAL $ 2.50 2650 $ 6,625.00 2360.501 SP WEA340B Wearing Course Mixture (Overlay) TON $ 55.00 3780 $ 207,900.00 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 130.00 100 $ 13,000.00 2504.602 Adjust Gate Valve Box EA $ 250.00 10 $ 2,500.00 2504.602 Repair Gate Valve Mid Section EA $ 500.00 4 $ 2,000.00 2504.602 Repair Gate Valve Top Section w/Cover EA $ 425.00 6 $ 2,550.00 2506.602 Adjust Frame and Ring Casting (Manhole) EA $ 700.00 28 $ 19,600.00 2506.602 Remove & Replace Frame & Ring Casting (27") EA $ 1,100.00 1 $ 1,100.00 2563.601 Traffic Control LS $ 4,000.00 1 $ 4,000.00 SP -1 Signage Remove and Replace LS $ 5,870.00 1 $ 5,870.00 Subtotal 5% Contingency Subtotal 25% Indirect Costs Part I - Bituminous Street Overlay $ 355,575.00 $ 17,778.75 $ 373,353.75 $ 93,338.44 $ 466,692.19 Item No. Item I Unit Unit Price Est Qty Estimated Cost Part II - Repair Existing Curb & Gutter 2104.501 Remove Concrete Curb and Gutter LF $ 10.50 4570 $ 47,985.00 2104.505 Remove Concrete Driveway /Valley Gutter SY $ 13.00 6 $ 78.00 2104.523 Salvage Casting EA $ 150.00 2 $ 300.00 2105.501 Common Excavation CY $ 30.00 10 $ 300.00 2211.501 6" Aggregate Base, Cl. 5 (100% Crushed) TON $ 25.00 15 $ 375.00 2360.501 SP WEA340B Wearing Course Mixture (Patch) TON $ 130.00 200 $ 26,000.00 2504.602 Irrigation Repair EA $ 150.00 10 $ 1,500.00 2506.521 Install Casting EA $ 550.00 2 $ 1,100.00 2506.602 Adjust Frame & Ring Casting (CB) HDPE Rings EA $ 500.00 7 $ 3,500.00 2506.602 Remove & Replace Casting (Catch Basin) EA $ 900.00 34 $ 30,600.00 2506.602 Remove & Replace CB Structure (2'x 3') EA $ 4,000.00 2 $ 8,000.00 2506.602 Remove & Replace CB Structure (48" Dia.) EA $ 5,000.00 1 $ 5,000.00 2506.602 Remove & Replace CB Structure (84" Dia.) EA $ 8,000.00 1 $ 8,000.00 2506.602 Remove & Replace Top Slab 4' Dia (CBMH) EA $ 2,000.00 2 $ 4,000.00 2506.602 Repair/ Grout CB or MH Invert/ Doghouses EA $ 500.00 7 $ 3,500.00 2506.602 Install 2 x 3 CB Erosion Barrier Shroud EA $ 150.00 4 $ 600.00 2531.501 Concrete Curb & Gutter B612 LF $ 21.00 10 $ 210.00 2531.501 Concrete Curb and Gutter, 8618 LF $ 23.00 50 $ 1,150.00 2531.501 Concrete Curb and Gutter, D412 LF $ 21.00 4510 $ 94,710.00 2531.507 Concrete Valley Gutter - High Early SY $ 65.00 6 $ 390.00 2540.602 Repair Underground Electric Fence EA $ 60.00 15 $ 900.00 2540.602 Repair Landscaping EA $ 200.00 5 $ 1,000.00 2572.503 Application of Water for Turf Establishment GAL $ 0.10 45000 $ 4,500.00 2573.530 Storm Drain Inlet Protection EA $ 150.00 6 $ 900.00 Wilderness Run 4th, 511, & 6th Additions 10 2575.550 Boulevard Topsoil Borrow — MnDOT 3877-2F 2575.609 Seeding (MnDOT 270 w/Type 5 Hydromulch) Subtotal 5% Contingency Subtotal 25% Indirect Costs Part II - Repair Existing Curb & Gutter Part I - Bituminous Street Overlay Part II - Repair Existing Curb & Gutter Project 1261 Total Cost CY $ 80.00 SY $ 7.50 Wilderness Run 411, 5th, & 6th Additions 11 110 $ 8,800.00 1000 $ 7,500.00 $ 260,898.00 $ 13,044.90 $ 273,942.90 $ 68,485.73 $ 342,428.63 $ 466,692.19 $ 342,428.63 $ 809,120.81 Appendix B Preliminary Assessment Roll City Project #1261 Wilderness Run 4th, Sth, & 6th Additions Wilderness Run 0, 5t', & 6th Additions 12 East Sigfrid St I R-1 Residential P.I.N. Lot Equivalent !Unit Assessment i Total 1339 E Sigfrid St 108435403100 1 $ 1,040 $ 1,040 1343 E Sigfrid St 108435403090 1 $ 1,040 $ 1,040 1347 E Sigfrid St 108435403080 1 $ 1,040 $ 1,040 1351 E Sigfrid St 108435403070 1 $ 1,040 j $ 1,040 1355 E Sigfrid St 108435403060 1 $ 1,040 $ 1,040 1359 E Sigfrid St 108435403050 1 $ 1,040 $ 1,040 1360 E Sigfrid St 108435402050 1 $ 1,040 $ 1,040 1365 E Sigfrid St 108435403040 1 $ 1,040 $ 1,040 1366 E Sigfrid St 108435402040 1 $ 1,040 $ 1,040 1370 E Sigfrid St 108435402030 1 $ 1,040 $ 1,040 1371 E Sigfrid St 108435403030 1 $ 1,040 $ 1,040 1376 E Sigfrid St 108435402020 1 $ 1,040 $ 1,040 1377 E Sigfrid St 108435403020 1 $ 1,040 $ 1,040 1380 E Sigfrid St 108435402010 1 $ 1,040 $ 1,040 1395 E Sigfrid St 108435404010 2 $ 1,040 $ 2,080 1398 E Sigfrid St 108435401010 j 2 $ 1,040 $ 2,080 Subtotal 18 $ 18,720 Wilderness Run 0, 5t', & 6th Additions 12 East Balsam St R-1 Residential P.I.N. Equi atlent Unit Assessment i Total 1340 E Balsam St 108435401150 1 $ 1,040 $ 1,040 1346 E Balsam St 108435401140 1 $ 1,040 $ 1,040 1352 E Balsam St 108435401130 1 $ 1,040 $ 11040 1355 E Balsam St 108435402100 1 $ 1,040 $ 1,040 1356 E Balsam St 108435401120 1 $ 1,040 $ 1,040 1361 E Balsam St 108435402110 1 $ 1,040 $ 1,040 1362 E Balsam St 108435401110 1 $ 1,040 $ 1,040 1365 E Balsam St 108435402120 1 $ 1,040 $ 1,040 1366 E Balsam St 108435401100 1 $ 1,040 $ 1,040 1369 E Balsam St 108435402130 1 $ 1,040 $ 1,040 1370 E Balsam St 108435401090 1 $ 1,040 $ 1,040 1375 E Balsam St 108435402140 1 $ 1,040 $ 1,040 1376 E Balsam St 108435401080 1 $ 1,040 $ 1,040 1380 E Balsam St 108435401070 1 $ 1,040 $ 1,040 1381 E Balsam St 108435402150 1 $ 1,040 $ 1,040 1382 E Balsam St 108435401060 2 $ 1,040 $ 2,080 Subtotal 17 $ 17,680 Wilderness Run 0, 5t', & 6th Additions 12 Wilderness Run 411, Stn, & 611 Additions 13 Svensk Ln N Carlson Lake Ln N R-1 Residential P.I.N. I Lot I f Equivalent Unit Assessment Unit Assessment Total 4246 Svensk Ln N 108435401210 1 $ 1,040 $ 1,040 4251 Svensk Ln N 108435402060 1 $ 1,040 $ 1,040 4256 Svensk Ln N 108435401200 1 $ 1,040 $ 1,040 4261 Svensk Ln N 108435402070 1 $ 1,040 $ 1,040 4266 Svensk Ln N 108435401190 1 $ 1,040 $ 1,040 4271 Svensk Ln N 108435402080 1 $ 1,040 $ 1,040 4276 Svensk Ln N 108435401180 1 $ 1,040 $ 1,040 4281 Svensk Ln N 108435402090 1 $ 1,040 $ 1,040 4286 Svensk Ln N 108435401170 1 $ 1,040 $ 1,040 4296 Svensk Ln N 108435401160 1 $ 1,040 $ 1,040 1,040 Subtotal 10 4252 Carlson Lake Ln N $ 10,400 Wilderness Run 411, Stn, & 611 Additions 13 East Balsam Trl Carlson Lake Ln N R-1 Residential R-1 Residential P.I.N. Lot Equivalent Unit Assessment Total Total 4219 Carlson Lake Ln N 108435403130 1 $ 1,040 $ 1,040 4220 Carlson Lake Ln N 108435406040 1 $ 1,040 $ 1,040 4227 Carlson Lake Ln N 108435403120 1 $ 1,040 $ 1,040 4228 Carlson Lake Ln N 108435406050 1 $ 1,040 $ 1,040 4235 Carlson Lake Ln N 108435403110 1 $ 1,040 $ 1,040 4236 Carlson Lake Ln N 108435406060 1 $ 1,040 $ 1,040 4244 Carlson Lake Ln N 108435406070 1$ 1,040 1,040 $ 1,040 4245 Carlson Lake Ln N 108435401220 1 $ 1,040 $ 1,040 4251 Carlson Lake Ln N 108435401230 1 $ 1,040 $ 1,040 4252 Carlson Lake Ln N 108435406080 1 $ 1,040 $ 1,040 4255 Carlson Lake Ln N 108435401240 1 $ 1,040 $ 1,040 4260 Carlson Lake Ln N 108435406090 1 $ 1,040 $ 1,040 4261 Carlson Lake Ln N 108435401250 1 $ 1,040 $ 1,040 4268 Carlson Lake Ln N 108435406100 1 $ 1,040 $ 1,040 4269 Carlson Lake Ln N 108435401260 1 $ 1,040 $ 1,040 4275 Carlson Lake Ln N 108435401270 1 $ 1,040 $ 1,040 4276 Carlson Lake Ln N 108435406110 1 $ 1,040 $ 1,040 4295 Carlson Lake Ln N 108435401280 1 $ 1,040 $ 1,040 Subtotal 18 ' $ 18,720 Wilderness Run 411, Stn, & 611 Additions 13 East Balsam Trl R-1 Residential f I P.I.N. Lot Equivalent Unit Assessment Total 1265 E Balsam Trl 108435504230 1 $ 1,040 $ 1,040 1268 E Balsam Trl 108435501110 1 $ 1,040 $ 1,040 1272 E Balsam Trl 108435501100 1 $ 1,040 $ 11040 } 1275 E Balsam Trl 108435504010 1 $ 1,040 $ 1,040 1276 E Balsam TO 108435501090 1 $ 1,040 $ 1,040 1280 E Balsam TO 108435501080 1$ 1,040 $ 1,040 1286 E Balsam Trl 108435501070 1 $ 1,040 $ 1,040 1287 E Balsam TO 108435502080 1 $ 1,040 $ 1,040 Wilderness Run 411, Stn, & 611 Additions 13 1291 E Balsam Trl 108435502090 1 I $ 1,040 $ 1,040 1292 E Balsam Trl 108435501060 1 $ 1,040 $ 1,040 1295 E Balsam TO 108435502100 1 $ 1,040 $ 1,040 1296 E Balsam Trl 108435501050 1 $ 1,040 $ 1,040 1300 E Balsam Trl 108435501040 1 $ 1,040 $ 1,040 1303 E Balsam Trl 108435503030 1 $ 1,040 $ 1,040 1304 E Balsam Trl 108435501030 1 $ 1,040 $ 1,040 1309 E Balsam TO 108435503020 1 $ 1,040 $ 1,040 1310 E Balsam Trl 108435501020 1 $ 1,040 $ 1,040 1316 E Balsam Trl 108435501010 1 $ 1,040 $ 1,040 1319 E Balsam TO 108435503010 1 $ 1,040 $ 1,040 108435502120 Subtotal 19 1,040 $ $ 19,760 Wilderness Run 4th, 511, & 6th Additions 14 North Nybro Ln North Malmo Ln R-1 Residential P.I.N. ILot Equivalent Unit Assessment Lot Equivalent Total 4235 N Nybro Ln 108435503120 1 $ 1,040 $ 11040 4237 N Nybro Ln 108435503110 I 1 $ 1,040 $ 1,040 4239 N Nybro Ln 108435503100 1 $ 1,040 $ 1,040 4240 N Nybro Ln 108435502010 1 $ 1,040 $ 1,040 4243 N Nybro Ln 108435503090 1 $ 1,040 $ 1,040 4245 N Nybro Ln 108435503080 1 $ 1,040 $ 1,040 4250 N Nybro Ln 108435502130 1 $ 1,040 $ 1,040 4251 N Nybro Ln 108435503070 1 $ 1,040 $ 1,040 4257 N Nybro Ln 108435503060 1 $ 1,040 $ 1,040 4258 N Nybro Ln 108435502120 1 $ 1,040 $ 1,040 4265 N Nybro Ln 108435503050 1 $ 1,040 $ 1,040 4268 N Nybro Ln 108435502110 1 $ 1,040 $ 1,040 4271 N Nybro Ln 108435503040 1 $ 1,040 $ 1,040 N Malmo Ln Subtotal i 13 $ 1,040 $ 13,520 Wilderness Run 4th, 511, & 6th Additions 14 North Malmo Ln R-1 Residential P.I.N. Lot Equivalent Unit Assessment Tota! 4225 N Malmo Ln 108435503130 1 $ 1,040 $ 1,040 4230 N Malmo Ln 108435504100 1 ; $ 1,040 $ 1,040 4236 N Malmo Ln 108435504090 1 $ 1,040 $ 1,040 4242 N Malmo Ln 108435504080 1 I $ 1,040 $ 1,040 4245 N Malmo Ln 108435502020 1 $ 1,040 $ 1,040 4248 N Malmo Ln 108435504070 1 $ 1,040 $ 1,040 4251 N Malmo Ln 108435502030 1 $ 1,040 $ 1,040 4254 N Malmo Ln 108435504060 1 $ 1,040 $ 1,040 4257 N Malmo Ln 108435502040 1 $ 1,040 $ 1,040 4260 N Malmo Ln 108435504050 2 f $ 1,040 $ 1,040 4263 N Malmo Ln 108435502050 1 $ 1,040 $ 1,040 4266 N Malmo Ln 108435504040 1 $ 1,040 $ 1,040 4269 N Malmo Ln 108435502060 1 $ 1,040 $ 1,040 4272 N Malmo Ln 108435504030 1 $ 1,040 $ 1,040 4280 N Malmo Ln 108435504020 1 $ 1,040 $ 1,040 Wilderness Run 4th, 511, & 6th Additions 14 ! 4285 N Malmo Ln 108435502070 ' 11,040 1,040 $ 1,040 Subtotal ! 16 1 $ 16,640 Wilderness Run 0, 5th, & 6th Additions 15 Dunrovin Ln R-1 Residential P.I.N. I Lot Equivalent Unit Assessment Total 4218 Dunrovin Ln 108435505100 1 $ 1,040 $ 1,040 4222 Dunrovin Ln 108435505110 1 1 $ 1,040 $ 1,040 4228 Dunrovin Ln 108435505120 1 $ 1,040 $ 1,040 4229 Dunrovin Ln 108435504130 1 $ 1,040 $ 1,040 4234 Dunrovin Ln 108435505130 1 $ 1,040 $ 1,040 4237 Dunrovin Ln 108435504140 1 $ 1,040 $ 1,040 4240 Dunrovin Ln 108435505140 1 $ 1,040 $ 1,040 4243 Dunrovin Ln 108435504150 1 $ 1,040 $ 1,040 4246 Dunrovin Ln 108435505150 1 $ 1,040 $ 1,040 4249 Dunrovin Ln 108435504160 j 1 $ 1,040 $ 1,040 4252 Dunrovin Ln 108435505160 1 $ 1,040 $ 1,040 4255 Dunrovin Ln 108435504170 1 $ 1,040 $ 1,040 4258 Dunrovin Ln 108435505170 1 $ 1,040 $ 1,040 4261 Dunrovin Ln 108435504180 1 $ 1,040 $ 1,040 4264 Dunrovin Ln 108435505180 1 $ 1,040 $ 1,040 4267 Dunrovin Ln 108435504190 1 $ 1,040 $ 11040 4270 Dunrovin Ln 108435505190 1 $ 1,040 $ 1,040 4273 Dunrovin Ln 108435504200 1 1 $ 1,040 $ 1,040 4276 Dunrovin Ln 108435505200 1 $ 1,040 $ 1,040 4279 Dunrovin Ln 108435504210 1 $ 1,040 $ 1,040 4282 Dunrovin Ln 108435505210 1 $ 1,040 $ 1,040 4285 Dunrovin Ln 108435504220 1 $ 1,040 $ 1,040 ovin Ln 108435505220 1 i $ 1,040 $ 1,040 ovin Ln 108435505230 1 $ 1,040 $ 1,040 I ovin Ln 108435505240 1 $ 1,040 $ 1,040 ovin Ln g4312 108435501120 1 $ 1,040 $ 1,040 ovin Ln 108435505250 1 $ 1,040 $ 1,040 ovin Ln 108435505260 1 $ 1,040 $ 1,040 4320 Dunrovin Ln 108435505270 1 $ 1,040 $ 1,040 4338 Dunrovin Ln 108435506010 1 $ 1,040 $ 11040 4344 Dunrovin Ln 108435306030 1 $ 1,040 $ 1,040 i 4351 Dunrovin Ln 108435305100 1 $ 1,040 $ 1,040 4352 Dunrovin Ln 108435306040 1 $ 1,040 $ 1,040 4357 Dunrovin Ln 108435305090 1 $ 1,040 $ 1,040 4358 Dunrovin Ln 108435306050 1 $ 1,040 $ 1,040 4363 Dunrovin Ln 108435305080 1 $ 1,040 $ 1,040 4364 Dunrovin Ln 108435306071 1 $ 1,040 $ 1,040 4364 Dunrovin Ln* 108435306060 0 $ - $ - 4378 Dunrovin Ln 108435306072 1 $ 1,040 $ 1,040 4378 Dunrovin Ln* 108425000020 0 $ - $ - City of Eagan 108435500020 1 $ 1,040 $ 1,040 City of Eagan 108435306090 2 $ 1,040 $ 2,080 City of Eagan 108435305110 1 $ 1,040 $ 1,040 Subtotal 42 $ 43,680 Wilderness Run 0, 5th, & 6th Additions 15 Easter Ln Easter Ln Industrial P.I.N. Lot Equivalent Unit Assessment Total 4200 Pilot Knob Rd 102256501010 3 $ 1,560 $ 4,680 Subtotal 3j $ 1,560 $ 4,680 Wilderness Run 4tn, Stn, & 6t' Additions 16 Easter Ln R-1 Residential P.1.N. EquLotlent Unit Assessment Total 1255 Easter Ln 108435505092 1 $ 1,040 $ 1,040 1257 Easter Ln 108435505091 1 $ 1,040 $ 11040 1261 Easter Ln 108435505082 1 $ 1,040 $ 1,040 1263 Easter Ln ? 108435505081 1 $ 1,040 $ 1,040 1264 Easter Ln 108435504120 1 $ 1,040 $ 1,040 1269 Easter Ln 108435505070 2 $ 1,040 $ 2,080 1272 Easter Ln 108435504110 1 $ 1,040 $ 1,040 1273 Easter Ln 108435505061 1 $ 1,040 $ 1,040 1275 Easter Ln 108435505062 1 $ 1,040 $ 1,040 1281 Easter Ln 108435505052 0 $ - $ - 1285 Easter Ln 108435505042 1 r $ 1,040 $ 1,040 1286 Easter Ln I 108435503140 1 $ 1,040 $ 1,040 1287 Easter Ln 108435505041 1 $ 1,040 $ 1,040 ' 1291 Easter Ln 108435505032 1 $ 1,040 $ 1,040 1293 Easter Ln 108435505031 1 $ 1,040 $ 1,040 1 1294 Easter Ln 108435503150 1 $ 1,040 $ 1,040 1297 Easter Ln 108435505022 1 $ 1,040 $ 1,040 1298 Easter Ln 108435503160 1 $ 1,040 $ 1,040 1299 Easter Ln 108435505021 1 $ 1,040 $ 1,040 1302 Easter Ln 108435503170 1 $ 1,040 $ 1,040 1306 Easter Ln 108435503180 1 $ 1,040 $ 1,040 1310 Easter Ln j 108435406010 1 $ 1,040 $ 1,040 1314 Easter Ln 108435406020 1 $ 1,040 $ 1,040 1315 Easter Ln 108435405112 1 $ 1,040 $ 1,040 1317 Easter Ln 108435405111 1 $ 1,040 $ 1x040 1318 Easter Ln 108435406030 1 $ 1,040 $ 1,040 1319-1321 Easter Ln 108435405100 2 $ 1,040 $ 2,080 1323 Easter Ln 108435405090 1 $ 1,040 $ 1,040 1327 Easter Ln 108435405082 1 $ 1,040 $ 1,040 1329 Easter Ln 108435405081 1 $ 1,040 $ 1,040 1333 Easter Ln 108435405070 2 $ 1,040 $ 2,080 1334 Easter Ln 108435403140 1 $ 1,040 $ 11040 1335 Easter Ln 108435405060 2$ 1,040 $ 2,080 1338 Easter Ln 108435403150 1 $ 1,040 $ 1,040 1339 Easter Ln 108435405050 2 $ 1,040 $ 2,080 1342 Easter Ln 108435403160 1 $ 1,040 $ 1,040 j 1343 Easter Ln 108435405040 2 $ 1,040 $ 2,080 1346 Easter Ln 108435403170 1 $ 1,040 $ 1,040 1349 Easter Ln 108435405030 2 $ 1,040 $ 2,080 1350 Easter Ln 108435403180 1 $ 1,040 $ 1,040 Wilderness Run 4tn, Stn, & 6t' Additions 16 1353 Easter Ln 108435405020 2 $ 1,040 I $ 2,080 1354 Easter Ln 108435403190 1 $ 1,040 $ 1,040 1356 Easter Ln 1 108435403200 1 $ 1,040 $ 1,040 1358 Easter Ln 108435403210 1 $ 1,040 $ 1,040 1362 Easter Ln 108435403220 1 $ 1,040 $ 1,040 1363 Easter Ln 108435404020 2 $ 1,040 $ 2,080 1370 Easter Ln 108435403010 1 $ 1,040 $ 1,040 1375 Easter Ln 108435401020 2 $ 1,040 $ 2,080 1381 Easter Ln j 108435401030 2 $ 1,040 $ 2,080 1383 Easter Ln 108435401041 1 $ 1,040 $ 1,040 1385 Easter Ln 108435401042 1 $ 1,040 $ 1,040 1387 Easter Ln 108435401050 2$ 1,040 $ 2,080- Subtotal 63 $ 65,520 TOTAL 223 $ 233,480 ERU Front Footage R-1 Single Family R-1 Twin Units • Malmo PI i 22622 97.1% Neighborhood Park R-1 Residential P.I.N. Equ valent Unit Assessment Public Facility Total 4202 Malmo PI 108435505010 2 $ 1,040 $ 2,080 4203 Malmo PI 108435405120 2 $ 1,040 $ 2,080 I Subtotal 4 $ 4,160 TOTAL 223 $ 233,480 ERU Front Footage R-1 Single Family R-1 Twin Units • 164 52 i 22622 97.1% Neighborhood Park 4 317 1.4% Public Facility 3 248 1.1% Non Assessable 105 0.5% f TOTAL 223 23292 100.0% Wilderness Run 0, 5tn, & 6t' Additions 17 OF 7 2018 street Revitalization, Project 1261 v,a , Wilderness Run 4th, 5th & 6th Additions Wilderness Run 4th, 5th & 6th Additons Project 1261 _f D ll FIFLEY R CLIFF RD f r � O to Date: 10/31/2017 FIG. 1 OF Fq Ut," , 2018 Street Revitalization - Project 1261 Nie Wilderness Run 4th, 5th & 6th Additions �/SHED r ROAD) DIFFLEY RD C.S.A.H. 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Z 1 1268 438$5 430 CLEOME L'N 6 4430 //) 1 • 4320 -COSMOS.-LN- 43J8 TRS I ^ 4a" i]51 4352 Legend N 1357 4376 2018 Street Improvement 1383 4764 Q Assessable Area Z d _4K +3P8 CARLSON:U47x3 Resrdental Twin Home ...i j � � Liv Public Facility Neighborhood Park Non -Assessable w (I)WILDERNESS RUN RD L:1Users\Engineer\Projects12018 Street Improvements1126112018 Street Revitalization Basemap 1261 fig2.mxd Date: 11/1/2017 Fig 2. 60 ' ROW 30' F -F TYPICAL I 3 1/2" EXIST. BITUMINOUS EXIST. D412 CURB EXIST 6" CL 5 AGG. BASE & GUTTER EXIST. TYPICAL SECTION WILDERNESS RUN 5TH ADDITION 60' ROW 30' F -F TYPICAL FULL WIDTH MILL 2" TYPE 2360 WEAR COURSE BITUMINOUS OVERLAY 2357 BITUMINOUS TACK COAT 3 1/2" EXIST. BITUMINOUS R&R EX. D412 CURB & GUTTER, AS DIRECTED EXIST 6" CL 5 AGG. BASE BY THE ENGINEER PROPOSED TYPICAL SECTION WILDERNESS RUN 5TH ADDITION f „/0,/20,7 • EAGAN Wilderness Run 4th, 5th & 6th Addition Street Revitalization - Project 1261 Fig. 3 Typical Sections Wilderness Run 41n, 511, & 61h Additions Neighborhood Street Revitalization City Project No. 1261 Informational Meeting — 6:30 P.M. Monday, Nov. 27, 2017 Conference Rooms 1A&B Attendance Aaron Nelson, Assistant City Engineer, 6 residents representing 4 single family homes and 2 twin homes were in attendance (see attached sign -in sheet). Presentation of Project Details Nelson welcomed the residents and presented project information, including details such as construction, costs, schedule and assessments. A short ETV video on the street improvement process was also shown. Questions/ Comments STREET CONDITION 1. How old are the streets in the neighborhood? The streets were originally built in the late 60's and mid -70's. The entire neighborhood was previously overlayed in 1998. 2. Why are the improvements being performed now? The streets appear to be in relatively good condition. The condition of the streets are currently at the point that if improvements are not made at this time, the asphalt will deteriorate at a much quicker rate and will likely require more substantial and expensive improvements in the near future. 3. How long is it expected for the next overlay? The anticipated lifespan between overlays is 20 years. 4. There is an area at the intersection of Carlson Lake Ln. N. and East Balsam Trail where the asphalt near the curbs moves when large trucks drive over it. Are other repairs necessary there? We will inspect the entire neighborhood, and that specific area, to see if there are any areas where additional asphalt patching or base/subgrade corrections are necessary. There are adequate contingencies in the construction plans to account for additional repairs like this in each of our project areas. CURB CONDITION S. How much damage to the concrete curb and gutter warrants repairs? It is common for concrete to crack. If the crack is tight and the curb is still functional, the curb will likely remain in place. If the crack is separated, heaved, or offset, or large chunks are missing that make the gutter not function properly, then the curb will likely be repaired. CONSTRUCTION/PHASING 6. Will the road be open during construction? Will access be maintained to driveways? All roads will be open to traffic during construction. We do not anticipate any road closures during the work, however, some phases will require short term lane closures and the contractor will use traffic control devices or flagmen to help direct traffic. Access to driveways should be maintained throughout construction. If curb needs to be replaced at a driveway, residents can park in front of their homes while the concrete cures. 7. How long will the construction last? The size and scope of the improvements in this neighborhood will likely result in approximately a 5 to 6 week construction timeframe. The City will mail more detailed construction specific information as construction nears. S. Will there be a lot of dust and noise during construction? Since the majority of the asphalt is being left in place, there won't be a lot of dust generated during construction. However, in the area where all of the asphalt is being removed and replaced, people will be driving on a gravel base during a portion of construction, so there will be some dust generated. The contractor will be responsible to perform dust control as needed. The contractor is allowed to work between 7 am and 7 pm, and typical construction noise should be expected while they are working. ASSESSMENTS 9. How are assessments calculated? With residential properties, the city shares the cost of all work performed between the curbs 50/50 with the adjacent property owners. Any work in the curbs and boulevard, and the utility improvements, is paid 100% by the city. The property owner's portion is split evenly among all lots in the neighborhood. 10. How and when will the final assessment amounts be determined? A letter will be mailed to all properties this fall after construction is complete. The letter will include the final assessment amounts associated with each property. It will also invite property owners to another public hearing that specifically addresses the final costs. At the close of this meeting and the City Council's corresponding approval of the final assessment costs, there is a 30 day window in which payments can be made without interest. Payment during this 30 -day period should be made at city hall. After the 30 -day period, any remaining portion of the assessment will be forwarded to Dakota County for collection as part of the property taxes. 4% to 4.5% interest is anticipated to be charged annually until paid in full. The 2017 interest rate was 4%, and the 2018 rate will be determined early 2018. TRAFFIC 11. There are speeding cars in the neighborhood. Can a lower speed limit be set? The lowest speed limit allowed under state statutes in a residential neighborhood is 30 mph. IRRIGATION 12. If an irrigation system is damaged, how are repairs performed? The city will provide flags for property owners to mark their irrigation systems. If they are properly marked, the contractor will have a good chance to avoid damage to the systems. However, if the system is properly marked and still gets damaged, the city's contractor has historically made the repairs. DRIVEWAYS 13. Will the contractor work with resident to replace driveways? After the contractor is determined, staff asks if they are open to taking on additional work like driveway replacement. If the contractor is willing, homeowners can get a quote directly from the contractor. This would be a private contract between the homeowner and contractor, and the city will not have any involvement with scheduling, inspection, warranty, payment, etc. It is very rare that street contractors are willing to take on additional private work since their equipment is set up for street construction and not driveways, and they are typically in a very big rush to complete the street construction and don't have time to work on driveways. The meeting adjourned at 7:30 p.m. 42h 2018 Sheet Revitallmdon - Project 1261 e Wilderness Run 4th, 5th & 6th Additions x " _...-.: iASF.. fS dMWER1EF.Si /61N Im .... Flp 2, NAME 1 r 2. 3. l 4. 5. 6. c cT r 4Y,g v s 7. 9. 10. 11. Wilderness Run 4th Stn & 6t" Additions City Project 1261 Informational Meeting Monday, November 27, 2017 6:30 p.m. 1 It Floor Conference Room CONTACT INFO t�� 57 Z�xs �"C-' /'P ZVV /�_ 70-5._ 70 Y Agenda Information Memo December 5, 2017, Eagan City Council Meeting OLD BUSINESS A. Direct Findings & Decision to Approve or Deny the Appeal to Overturn the Issuance of Zoning Permit in connection with a solar array structure at 3330 Dodd Road Action To Be Considered: 1. To Direct Findings & Decision to Deny the Appeal and Affirm Issuance of Zoning Permit for installation of the solar array structure. or 2. To Direct Findings & Decision to Approve the Appeal and Overturn (Deny) Issuance of Zoning Permit for installation of the solar array structure. Required Vote For Approval: Majority of Councilmembers present for #1, At least four votes for #2. Facts:  The Eagan Board of Adjustments & Appeals took testimony regarding the appeal on November 21, 2017 and the item was continued for further deliberation and action/decision to December 5, 2017 Council Meeting.  City Council, acting as the Eagan Board of Adjustments & Appeals, is required to hear an appeal of the City staff’s issuance of a Zoning Permit in connection with the installation of a solar array structure.  The Eagan Board of Adjustments & Appeals took testimony regarding the appeal on November 21, 2017 and continued action to December 5, 2017.   On August 2, 2018, Eagan zoning staff issued a Zoning Permit in connection with the installation of a solar array structure at 3330 Dodd Road.  By letter dated October 30, 2017, Bridget Bataglia delivered an appeal of the issuance of the Zoning Permit issued for 3330 Dodd Road.  An appeal of a determination made by the city staff in the enforcement of Chapter 11 (zoning/land use) of the City Code is to be heard by the Council within 21 days of receipt of the appeal.  The November 21, 2017 council meeting date is the 21st day following receipt of the appeal.  The council’s decision by a written Findings & Order must be issued no later than December 29, 2017. Additional Information: The following information received by the City was delivered after the closing of the Record; as such, this information is not part of the Hearing Record.  Bridget Bataglia and Danny Kieffer have provided correspondence relative to their discussion on proposed screening.  Jim Gilliland, neighbor, has provided information relative to his perspective.  Aaron Busse, solar array installer, has provided a summary and timeline of the installation.  Danny Kieffer has provided a written summary of events. Attachments: (9) OBA-1 Location Map OBA-2 Bataglia October 30, 2017, letter of appeal OBA-3 Staff’s Response to Appeal and approved Zoning Permit documents OBA-4 Relevant Eagan City Code provisions OBA-5 Gilliland Solar Array Variance staff report and CC Minutes Additional Information Attachments: OBA-6 Bataglia/Kieffer email chain regarding working together on a screening approach OBA-7Gilliland Narrative OBA-8 Busse Summary OBA-9 Kieffer Summary APOLLO ROAD MIKECOLLINSDRBORCHERTLN JOYCE CTCH APEL LANE RITA CT RANDOMRDCIRCLE SALLY WREN LNROLL LN.CHAPEL LANE R E D OAKCT 77TH REDOAKDRREDOAKDRRED OAK DRROLLING HILLS DRLOUIS LANETRAILS END RDTRAILS EN D RD IVY CTIVY L A N EMIKE COLLINS DRELRENEROADSTREET ROLLINGHILLSDRR O L L I N G HILLS P LBLACKOAKDRBLACKOAKDRR O L L I N G H I L L S C R ROLLING HILLS CTHILLSIDE DR ROLLINGHILLSD RHILLSIDE CTROLLINGHILLS D R KUTOFFCTHOLIDAY LNHOLIDAY LNCOURTHOUSE LN STATE TRUN K H WY . N O.1 4 9 ELRENEROADW E S T C O .R D .N O .28(Y A N K E E DOODLE RD.) CO. HWY. NO. 28 (YANKEE DOODLE RD.) C.S.A.H. NO. 26 (LONE OAK RD.)MI K E C O LLIN S D R S T A T E T R U N K H W Y. N O . 1 4 9 STATETRUNK HWY.NO.55 STATE TRUNK HWY. NO. 55 Bur Oaks Park ThresherFieldsPark Location Map 0 2,0001,000 Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yanke e Doodle Rd Lone Oak Rd Map Area Extent Request: Appeal of Issuance of Zo ning Permit Property: 3330 Dodd Rd. Subject Site Roll LaneWren LaneHWY 1 4 9 100 050 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 2014 Request: Appeal of Issuance of Zoning Permit Subject Property: 3330 Dodd Rd. Larki n Ho~~ Larkin Hoffman 8300 Norman Center Drive Suite 1000 Minneapolis, Minnesota 55437-1060 GENERAL 952-835-3800 FAX, 952-896-3333 WEB, www.larkinhoffman.com October 30, 2017 The Honorable Mayor Mike Maguire and City Council Members Eagan Municipal Center 3830 Pilot Knob Road Eagan;, MN 55122 Re: Solar Code Violation Appeal; Our File #40,868-00 Dear Mayor Maguire and Council Members: This firm represents Bridget Bataglia, the owner of the property located at 3326 Wren Lane (the "Bataglia Property") in the City of Eagan ("City"). Ms. Bataglia, is appealing the decision of the zoning administrator with respect to the zoning permit issued to the owner of the property at 3330 Dodd Road (the "Subject Property") on August 3, 2017 (EA144676) (the "Permit"). This letter describes the basis for the appeal of the Permit including an analysis of the applicable provisions of the City's zoning code ("City Code") of which the installed solar array (the "Solar Array") is currently in violation. Solar Array Permitting and Construction The Solar Array was initially approved on August 17, 2017, with the description of "install 11.5 kw solar array in yard." The accompanying site plan detailed the location of the 60-foot by 12- foot (720 square feet total) Solar Array, located 120 feet from the rear (east) property line, and approximately 40 feet from the Subject Property's side (north) property line. On September 12, 2017, Mr. Danny Kieffer, the owner of the Subject Property, requested an amendment to the proposed location to "about 20 feet from the north line and about 15 feet behind the house line." The revised location was approved by Pam Dudziak via email on September 13, 2017. The 720-square foot Solar Array was subsequently constructed significantly further west than initially proposed, approximately 20 feet from the Bataglia Property in an opening of the tree line along the north property line of the Subject Property. The revised location is north of the residence on the Subject Property in the side yard. The approximate height of the Solar Array is 15 feet. City Regulation of Solar Arrays The Subject Property is zoned R-1 Residential Single Family District. Solar arrays are not a permitted accessory use in the R-1 District nor are they regulated anywhere in the City Code. The Honorable M ayor M ike M aguire and City Council M embers October 30, 2017 Page 2 Absent clear regulations govern ing solar arrays, the City has previously determined that the structures are to be regulated as accessory structures. The City Council previously reviewed and appro ved a variance (the "Gill iland Variance") on July 18, 2017, to construct a similarly-sized solar arra y at 3340 Dodd Road, immediately south of the Subject Pro perty. That variance was required because the City determined that the p ro p o se d solar structure was an accessory building and therefo re not permitted in the front yard. In the staff report for the Gill iland Variance ( the "Gill iland Staff Report") City staff states that "sta ff h a s co n sistently considered solar (and wind) energy installations as accessory structures and applied those bulk standards." According to the Gill iland Staff report, staff has determined that several City Code provisions are applicable to the installation of solar arrays, including setbacks, size, location, and design. Applicable City Code pro visions referenced include Section 11.40, subd. 5, which govern s all accessory structures, and Section 11.70, Subd. 26, which govern s design and location of for the installation of antennae, satellite dishes, and wind energy conversion systems. Notwithstanding the fa ct that City staff required compliance with the accessory stru cture pro visions for the Gilliland Variance, including the screening pro visions (see Exhibit A for photos of the screened Gill iland Variance), the Solar Array fails to meet several of the same requirements. Solar Array Is In Violation of Multiple City Code Provisions Pursuant to staffs "consistent" interpretation of the solar installations as subject to the accessory building, satellite dishes, and wind energy system requirements, the Solar Array fails to meet the following provisions of the City Code: 1. "Minimize adverse visual effects ... through careful design, siting, and screening." (§ 11.70, Subd. 26.A.2.) The Solar Array violates this provision as it is entirely unscreened and is located in an area that is visually unobstructed from the Bataglia Property. Movement to either the east or west of the current location would screen the Solar Array from view from adjacent properties. (See Exhibit B for photographs of the Solar Array.) 2. "Location and color shall be in a manner to minimize off-site visibility to the greatest possible extent;" (§ 11. 70, subd. 26.G.1.) The Solar Array violates this provision as it is entirely unscreened and is located in an area that is visually unobstructed from the Bataglia Property. Movement to either the east or west of the current location would screen the Solar Array from view from adjacent properties. 3. "Shall be located in the rear yard;"(§ 11.70, subd. 26.D.1.) The Solar Array violates this provision as it is located in a side yard, as opposed to the rear yard, which is defined as "the area between the rear lot line and the rear building." While the The Honorable Mayor Mike Maguire and City Council Members October 30, 2017 Page 3 originally approved location would have satisfied the rear yard requirement, the amended location does not, resulting in a violation of the City Code. 4. "Accessory buildings exceeding 120 square feet in size shall exhibit finish materials similar and compatible to those utilized on the principal building and match the principal building in color." (§ 11 .40, subd. 5.A.2.) At 720 square feet, the Solar Array is in violation of this provision. The Solar Array is constructed of exposed beams, piping, and materials. At a minimum, the support structure and rear of the panels are exposed and should be screened or finished with materials that are "similar and compatible to those utilized on the principal building." 5. "Accessory buildings shall be maintained in a manner that is compatible with adjacent uses and does not present a hazard to public health, safety and general welfare."(§ 11 .40, subd. 5.A.3.) · The location of the Solar Array violates this provision of the City Code and is incompatible with the adjacent uses. The Solar Array is 15 feet tall and looms over the Bataglia Property, causing shadowing and detrimental impacts on the enjoyment of the Bataglia Property. The location of the Solar Array and failure to screen the massive structure is injurious to my client. 6. No more than two detached accessory buildings may be permitted for each dwelling.(§ 11 .40, subd. 5.C.2.) The Subject Property is in violation of this provision, prior to the addition of the Solar Array, which is the third detached accessory structure on the Property. Two additional detached sheds are located to the rear of the principal structure. 7. When an attached garage is present on the site, the total floor area of all detached accessory structures (including garages) shall not exceed 576 square feet. (§ 11 .40, subd. 5.C.4.) The Subject Property is in violation of this provision. The Subject Property has an attached garage. On October 16, 2011, the City approved permit EAl0l 798 for an accessory 8-foot by 14-foot shed on the Subject Property. The 720 square foot Solar Array alone exceeds the 576 square foot maximum and the combined square footage of the shed and the Solar Array is 832 square feet. 8. In no event shall the inside wall height of any detached accessory structure, including a detached garage, exceed 11 feet as measured from the floor to the roof decking (maximum eight-foot wall height for accessory structures 120 s.f. or smaller).(§ 11.40, subd. 5.C.8.) The Solar Array is in violation of this provision as the wall height of the structure is equivalent to 15 feet tall. The Solar Array is constructed with a shed roof design, notwithstanding the fact that T he Honora ble M ayor M ike M aguire and City Council M em bers October 30, 2017 Page 4 the wall is exposed fram es. An equivalent detached accessory stru cture would be subject to an 1 1 -fo o t m axim um height. Thus, the existing stru cture violates this pro vision. T h e C ity C o d e d oes not allow or specifically regulate the constru ction of solar energy installations. In an apparent effo rt to confo rm the accessory building regulations to the pro posed installation of the Solar Arra y, City staff has allow ed the constru ction of a stru cture that violates m ore pro visions than it m eets. The stru ctur e exceeds the m axim um allow ed height and size, is located in a pro hibited location, and is in violation of the screening pro visions. On behalf of M s. Bataglia, we respectfu lly request the City Council require that the Solar Arra y is either relocated to an altern ative location on the Subject Pro perty or is adequately screened from the Bataglia Pro perty. Please contact m e with any questions about this letter or the info rm ation refe renced above. Sincerely, Larkin Hoffm an Direct Dial: Direct Fax: Em ail: 952-896-3239 952-842-1738 j steen@ larkinh offm an.com cc: Bridget Bataglia Jill Hutmacher, Community Development Director The Honora ble M ayor M ike M aguire and City Council M embers October 30, 2017 Page 5 Exhibit A Photos of the Gilliland Solar Array (Screened pursuant to the City Code). The Honorable M ayor M ike M aguire a n d C ity Council M embers O c to b e r 3 0 , 2 0 1 7 P a g e 6 Exhibit B Photos of the Solar Array from the Bataglia Property 4852-3534-4977, V. 1 1 Community Development Department TO: Mayor & City Council acting as Board of Adjustments & Appeals FROM: Jill Hutmacher, Community Development Director Mike Ridley, City Planner DATE: November 16, 2017 RE: City Staff’s Response Memorandum to Bridget Bataglia Appeal ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ This Memorandum is submitted to be made as a part of the record and for consideration by the City Council acting as the Board of Adjustments & Appeals at the appeal hearing scheduled for November 21, 2017. This Memorandum sets forth city staff’s response to Ms. Bataglia’s appeal of the Community Development Department’s approval of a Zoning Permit for 3330 Dodd Road in connection with the installation of a solar array structure. Based on the facts and for the reasons set forth herein, Ms. Bataglia’s appeal should be denied. Statement of Facts Zoning Permit for 3330 Dodd Road On July 6, 2017, Eagan Planning Department received a zoning permit application in connection with the installation an 11.5 kw solar array structure at 3330 Dodd Road. See copy of the approved Zoning Permit attached with the Council meeting agenda memo.  The property at 3330 Dodd Road is owned by Daniel and Katy Kieffer. The property is zoned R-1 Residential Single Family and is approximately 3.27 acres in size. See attached aerial photograph of the property.  The Eagan Building Inspections Department referred the Kieffers to the Planning Department for the Zoning Permit because the installation of the proposed solar array 2 structure did not require a building permit under the Minnesota State Building Code. The structure is considered or similarly treated as other outdoor appliance fixtures, e.g. air conditioner, under the Building Code.  Staff reviewed the application and determined, as it has done previously with solar array structures on other properties in the city, that the proposed solar array is a permitted “accessory structure” governed by all applicable City Code provisions governing accessory structures. See applicable City Code provisions attached with the Council meeting agenda memo.  The City Code does not have zoning regulations specific to solar array structures.  City planning staff determined that the proposed accessory structure was in compliance with all applicable zoning regulations for accessory structures: location, setback, maximum height, and other applicable requirements. The Zoning Permit was approved on August 2, 2017. The approved Zoning Permit included a drawing of the property and proposed location of the structure. See approved Zoning Permit attached with the Council meeting agenda memo.  On September 12, 2017, city planning staff received an email from Dan Kieffer notifying the intent to change the location of the structure. On September 13, 2017, city planning staff informed Mr. Kieffer that the change in location does not affect the zoning permit approval because the structure remained in compliance with the zoning regulations: location, setback and height restrictions. See email communication between Mr. Kieffer and staff attached with the Council meeting agenda memo. Zoning Permits for other properties  On May 4, 2017, the city zoning staff approved a Zoning Permit for installation of a solar array structure at 549 Huron Court upon determining it met all zoning requirements: location on site, setbacks, height restrictions, etc. In this case, the zoning staff considered and deemed the solar array as an accessory structure.  At its July 18, 2017, meeting, City Council considered and approved a Variance request for the location of a solar array structure at 3340 Dodd Road. The property owner is James Gilliland. Mr. Gilliland’s solar array structure is similar in size to the Kieffers’ structure. The solar array structure for Mr. Gilliland was before Council because Mr. Gilliland sought to locate it in the front yard of his property (City Code requires accessory structures to be in the side or rear yard). In reviewing the variance request, staff noted that the topography and existing vegetation in the front yard provides sufficient screening from the public street and adjacent properties. Staff did not recommend and Council did not require any screening as a condition of the variance approval. See Staff Report and Council Meeting Minutes for the Gilliland variance attached with the Council meeting agenda memo. 3 City Staff’s Response to October 30, 2017, Written Appeal Arguments The premise of Appellant’s appeal is centered on the City’s purported review of and actions in granting a variance for a front yard placement of a solar array structure in July 2017 for the property next door to the Kieffers’ property (Gilliland). Specifically, Appellant argues in her letter appeal: In the staff report for the Gilliland Variance (the "Gilliland Staff Report") City staff states that ‘staff has consistently considered solar (and wind) energy installations as accessory structures and applied those bulk standards.’…. Applicable City Code provisions referenced include Section 11.40, subd. 5, which governs all accessory structures, and Section 11.70, Subd. 26, which governs design and location of for the installation of antennae, satellite dishes, and wind energy conversion systems. Notwithstanding the fact that City staff required compliance with the accessory structure provisions for the Gilliland Variance, including the screening provisions (see Exhibit A for photos of the screened Gilliland Variance), the Solar Array fails to meet several of the same requirements. The Appellant’s appeal is factually incorrect and unsupported by the City’s zoning regulations:  No variance is involved in this case. The City’s review and consideration of the Gilliland solar array structure has no applicability or bearing on this structure. The Gilliland solar array review was subject to a Variance request due to its location in the front yard; there was no zoning Variance needed for the Kieffers’ structure.  Section 11.70, subd. 26 (satellite dishes, communication towers and wind conversion systems ) does not apply to solar array structures. The City staff did not apply and Council did not require application of the standards applicable to satellite dishes, communication towers and wind conversion systems governed by Section 11.70, subd. 26, in its review of the Gilliland solar array structure. Section 11.70, subd. 26, applies exclusively to satellite dishes, communication towers and wind conversion systems; solar array panels or structures are not addressed in Subdivision 26. In the Staff Report, staff simply noted the performance standards for satellite dishes, communication towers and wind conversion systems as additional consideration because the Gilliland solar array was proposed to be located in the front yard, requiring a Variance for the accessory structure.  Screening not required. Contrary to Appellant’s assertions in her appeal letter, City staff did not recommend and the Council did not require screening as a condition to the approval of the Gilliland Variance. For purposes of reviewing the Variance request, the staff noted the existing natural topography and vegetation that would provide screening from the public street. 4  A Solar array structure is not an accessory “building.” In consultation with the City Attorney, staff has interpreted a solar array panel as a structure, not a “building,” as the terms are defined by City Code. Appellant asserts the applicability of several City Code provisions and makes arguments to which City staff responds as follows:  “Solar arrays are not a permitted accessory use in the R-1 District” Response: Incorrect. Solar arrays have been deemed to be similar to those permitted accessory uses listed in R-1 districts. City Council has previously acknowledged a solar array structure as a permitted accessory use when it approved a Variance for front yard location in July 2017. A Zoning Permit for a solar array structure on Huron Court was approved in May 2017.  “Notwithstanding the fact that City staff required compliance with the accessory structure provisions for the Gilliland Variance, including the screening provisions…” Response: Incorrect. Staff did not recommend and City Council did not impose a screening condition for the Gilliland variance. While staff reported the existence of vegetation and topography acting as natural screen for front yard variance, no screening condition was applied or required.  "Minimize adverse visual effects . . . through careful design, siting, and screening. (§ 11.70, Subd. 26.A.2.)” Response: Not applicable. Section 11.70, subd. 26, applies exclusively to satellite dishes, wind energy conversion systems and communication towers. Further, Clause A.2. is a statement in the “Purpose” clause of Subdivision 26, which is neither a performance standard nor regulation requirement.  “Location and color shall be in a manner to minimize off-site visibility to the greatest possible extent (§ 11.70, subd. 26.G.1.)” Response: Not applicable. Section 11.70, subd. 26, applies to satellite dishes, wind energy conversion systems and communication towers. Notwithstanding, the Code section cited does not require a freestanding satellite dish, communication tower, or a wind conversion system be screened. Additionally, the structure is properly located in the side yard and meets all setback requirements as required by City Code for accessory structures.  "Shall be located in the rear yard;" (§ 11.70, subd. 26.D.1.) Response: Incorrect and not applicable. All accessory structures may be in the side or rear yard. This structure is located behind the linear plane of the front of the house and thus, pursuant to City Code is deemed to be properly located in the side yard. Finally, Section 11.70, subd. 26, applies exclusively to satellite dishes, wind energy conversion systems and communication towers. 5  "Accessory buildings exceeding 120 square feet in size shall exhibit finish materials similar and compatible to those utilized on the principal building and match the principal building in color. (§ 11.40, subd. 5.A.2.)” Response: Not applicable. The solar array structure is not a “building.” Structures that are not buildings are not required to “match” finish materials to house (e.g. decks, pergolas, playsets, outdoor kitchens).  "Accessory buildings shall be maintained in a manner that is compatible with adjacent uses and does not present a hazard to public health, safety and general welfare. (§ 11.40, subd. 5.A.3.)” Response: As stated previously, the solar array structure is not a “building.” This solar array structure is compatible with adjacent uses and is a proper subordinate and incidental use with the primary residential use on the property. In addition, a solar array structure is located on the adjacent residential property, which was granted a Variance by the City Council on July 18, 2017 to locate the structure in the front yard area. No evidence was presented that the structure presents a hazard to public health, safety and general welfare.  “No more than two detached accessory buildings may be permitted for each dwelling. (§ 11.40, subd. 5.C.2.)” Response: The solar array structure is not a “building.”  “When an attached garage is present on the site, the total floor area of all detached accessory structures (including garages) shall not exceed 576 square feet. (§ 11.40, subd. 5.C.4.)” Response: The solar array structure is not a “building” and therefore, the total floor area restriction is not applicable, e.g. floor area standard does not apply for playset, pergola, outdoor fireplace or kitchen, retaining wall, etc.  “In no event shall the inside wall height of any detached accessory structure, including a detached garage, exceed 11 feet as measured from the floor to the roof decking (maximum eight-foot wall height for accessory structures 120 s.f. or smaller). (§ 11.40, subd. 5.C.8.)” Response: The solar array structure is not a “building” and therefore, inside building wall height restriction is not applicable. Further, the total height restriction for an accessory building under the City Code is that it be less than (subordinate to) the height of the principal structure (i.e. the home). The Zoning Permit application provides that the solar array structure is 12 feet height; the height of the house on this property is greater than 12 feet. Therefore, this solar array structure meets the total height restriction. In conclusion, the solar array structure installed at 3330 Dodd Road meets all applicable City Code provisions allowing and governing accessory structures. Therefore, the Zoning Permit was properly issued. Section 11.30. Definitions Accessory building or structure (see Building, accessory). Accessory use means a subordinate use that is located upon the same lot on which the primary use is situated and which is reasonably necessary and incidental to the conduct of the primary or main use. Structure means anything constructed or erected, the use of which requires location on the ground or attachment to something having a location on the ground. Among other things, structures include but are not limited to buildings, gazebos, decks, retaining walls, walls, fences over six feet in height, and swimming pools, but excluding patios and similar at -grade improvements. Structure, principal means see "Building, principal". Structure, accessory means see "Building, accessory". Building, accessory means an accessory structure detached from the principal structure, having a roof and walls to provide weather protection. This includes detached garages, storage sheds, gazebos and similar structures. A carport attached to an accessory building is considered part of that accessory building. Sec. 11.60. - Use districts and overlays. I Code of Ordinances I Eagan, MN I Municode Li... Page 1 of 3 Subd. 5. "R- 1 " Residential Single District. A. Purpose. The intent of the "R-1" Single District is for single family residential development. B. Permitted uses. 1. Freestanding satellite dishes, subject to the regulations thereof elsewhere in this chapter. 2. Single-family detached dwelling. One dwelling unit per lot. C. Conditional uses. Within the R-1 district, no structure or land shall be used for the following use or uses deemed by the council except by conditional use permit: 1. Golf courses, country clubs and tennis clubs. D. Permitted accessory uses. Within the R-1 district, no structure or land or use of land shall be permitted except for one or more of the following uses or uses deemed similar by the council: 1. Building mounted antennae and satellite dishes, subject to the regulations thereof elsewhere in this chapter. 2. Buildings temporarily located for purposes of construction on the premises for a period of time not to exceed time necessary for such construction. 3. Decorative landscape features. 4. Freestanding towers, subject to the regulations thereof elsewhere in this chapter. 5. Gardening and other horticultural uses where no sale of products is conducted on the premises. 6. Home occupations, subject to the regulations thereof elsewhere in this chapter. 7. In-home daycare subject to state day care licensing. 8. Public utility tower mounted antennae, subject to the regulations thereof elsewhere in this chapter. 9. Private garages and parking spaces. https://library.municode.com/mn/eagan/codes/code_of ordinances?nodeld=CICO_CH11... 11/15/2017 Sec. 11.60. - Use districts and overlays. I Code of Ordinances I Eagan, MN I Municode Li... Page 2 of 3 10. Private swimming pools and tennis courts. 11. The keeping of domestic animals (household) for noncommercial purposes, for the use of the occupants of the premises. 12. Accessory dwelling unit, subject to the regulations thereof as set forth elsewhere in this chapter. E. Bulk standards (minimum unless noted). Lot Area 12,000 sq. ft. Lot Width 85 feet Setback From Public Right-of-way 30 feet Side Yard Setback (principal structure) 10 feet Side Yard Setback (garage or accessory structure) 5 feet Rear Yard Setback (principal structure) 15 feet Rear Yard Setback (accessory structure) 5 feet Structure Height (max.) 35 feet Building Coverage (max.) 20 percent F. Additional setbacks for heights. In all residential districts, all minimum required building setbacks as stated in subparagraph E of this subdivision 5 shall be increased by three feet for each one foot of height over 35 feet. G. Additional setbacks. The following shall be the minimum required building setback along any interstate or state highway, major thoroughfare or minor thoroughfare, either existing or proposed as shown on the current Functional Classification Plan: THOROUGHFARE RIGHT-OF-WAY WIDTH MINIMUM SETBACK https:Hlibrary.municode.com/nm/eagan/codes/code_of ordinances?nodeld=CICO_CH11... 11/15/2017 Sec. 11.60. - Use districts and overlays. I Code of Ordinances I Eagan, MN I Municode Li... Page 3 of 3 Major Thoroughfare (Principal and A Minor Arterials) 150 feet 50 feet or 125 feet from right-of-way centerline, whichever is greater Major Thoroughfare 100 feet 50 feet or 120 feet from (B Minor Arterials) right-of-way centerline, whichever is greater Minor Thoroughfare 80 feet 40 feet or 80 feet from right - (Major and Minor Collectors) of -way centerline, whichever is greater G[l1. Density. In determining the minimum required lot area, no more than ten percent of ponding areas or similar unbuildable areas shall be used for calculating maximum allowable density. H. Minnesota State Building Code. All homes built shall meet Minnesota State Building Code requirements. https://library.municode.com/im-i/eagan/codes/code_of ordinances?nodeId=CICO_CH11... 11/15/2017 Sec. 11.70. - Performance Standards. I Code of Ordinances I Eagan, MN I Municode Library Page 1 of 2 Subd. 30. Zoning permit. A. Purpose. The purpose for a zoning permit, as provided herein, is to assist property owners who choose to make exterior improvements to their property by ensuring the improvements meet City Code requirements prior to the installation of the improvements and to protect property owners from unnecessary costs of removing or relocating improvements that are erected or installed not in compliance with City Code, as well as to protect adjacent properties that may be adversely affected by improvements not in compliance with City Code requirements. B. Zoningpermitrequired. Prior to constructing, installing or erecting any building, structure, or other fixed improvement upon any property within the city, a zoning permit from the city shall be obtained by the property owner. A zoning permit shall not be required for any building, structure or improvement for which a building, plumbing, or mechanical permit under the Minnesota State Building Code is required or which otherwise occurs within the interior of the principal building on the property. This subdivision shall apply to buildings, structures, or other fixed improvements, including, but not limited to, the following: sport court; patio; sidewalks; driveway replacement or expansion; play structures; piers or docks. C. Zoningpermitappiication and action . A zoning permit application on a form provided by the city shall be submitted to the Eagan Planning Division. The application shall include a site plan depicting the property's boundary lines, the proposed location of the proposed building, structure, or other improvement, accurate measurements of the proposed building, structure, or other improvement, and the accurate distance in feet from all property lines to the nearest points of the footprint of the proposed building, structure, or other improvement at its proposed location. A zoning permit application https:Hlibrary.municode.com/mn/eagan/codes/code_of ordinances?nodeld=CICO_CH11L... 11/1/2017 Sec. 11.70. - Performance Standards. I Code of Ordinances I Eagan, MN I Municode Library Page 2 of 2 shall be denied if the proposed building, structure, or other improvement fails to meet all requirements of this chapter or other applicable provisions of the City Code. D. Zoning permit inspection fee. If the zoning permit application requires a field inspection(s) by city staff to ensure compliance with the City Code, the applicant shall pay the established inspection fee prior to the city granting the zoning permit. An inspection fee shall be set by city council resolution. https:Hlibrary.municode.com/mn/eagan/codes/code_of ordinances?nodeId=CICO_CH11L... 11/1/2017 Sec. 11.40. - General provisions. I Code of Ordinances I lagan, MN I Municode Library Page 1 of 3 Subd, 5. Accessory, buildings, structures and uses. A. General standards. 1. No accessory building or structure other than a fence or a temporary construction office shall be permitted on any lot in a residential zoning district prior to the time of construction of the principal building to which it is accessory, except a residential garage, which prior to the construction of a residence can be used only for storage purposes pertaining to and until the completion of the main structure. 2. Accessory buildings exceeding 120 square feet in size shall exhibit finish materials similar and compatible to those utilized on the principal building and match the principal building in color. 3. Accessory buildings shall be maintained in a manner that is compatible with adjacent uses and does not present a hazard to public health, safety and general welfare. B. Other uses. 1. Buildings and structures accessory to uses other than farms and single-family detached dwellings shall conform to the principal building setback requirements specified for the respective zoning district in which they are located. 2. Buildings and structures accessory to uses other than farms and single-family detached dwellings shall not exceed the district height limit or the height of the principal building, whichever is less, except as otherwise allowed by this chapter. C. Residential uses, R-1, R-2, and E zoning districts. 1. No accessory use or building shall be allowed within a required front yard setback. With the exception of an attached garage, no accessory building or structure may be placed within the front yard. 2. No more than two detached accessory buildings may be https://library.municode.com/mn/eagan/codes/code_of ordinances?nodeld=CICO_CH11... 11/14/2017 Sec. 11.40. - General provisions. I Code of Ordinances I Eagan, MN I Municode Library Page 2 of 3 permitted for each dwelling. 3. All accessory buildings shall comply with the following setbacks: 4. When an attached garage is present on the site, the total floor area of all detached accessory structures (including garages) shall not exceed 576 square feet. 5. When an attached garage is not present on the site, the total floor area of all detached accessory structures shall not exceed 800 square feet. 6. The roof of all detached accessory structures exceeding 120 square feet in size shall match the pitch and style of the principal structure. 7. In no event shall the height of any attached garage exceed the height of the dwelling. https://library.municode.com/mn/eagan/codes/code_of ordinances?nodeld=CICO_CH11... 11/14/2017 R-1 R-2 Side 5 feet 5 feet yard Front 30 feet 30 feet yard or public right- of- way Rear 5 feet 5 feet yard 4. When an attached garage is present on the site, the total floor area of all detached accessory structures (including garages) shall not exceed 576 square feet. 5. When an attached garage is not present on the site, the total floor area of all detached accessory structures shall not exceed 800 square feet. 6. The roof of all detached accessory structures exceeding 120 square feet in size shall match the pitch and style of the principal structure. 7. In no event shall the height of any attached garage exceed the height of the dwelling. https://library.municode.com/mn/eagan/codes/code_of ordinances?nodeld=CICO_CH11... 11/14/2017 Sec. 11.40. - General provisions. I Code of Ordinances I Eagan, MN I Municode Library Page 3 of 3 In no event shall the inside wall height of any detached accessory structure, including a detached garage, exceed 11 feet as measured from the floor to the roof decking (maximum eight - foot wall height for accessory structures 120 s.f. or smaller). 9. In no event shall the height of a door opening of any detached accessory structure or attached garage exceed eight feet, as measured from the floor to the trim covering the door header. haps://Iibrary.mtinicode.com/mn/eagan/codes/code_of ordinances?nodeId=CICO_CH11... 11/14/2017 PLANNING REPORT CITY OF EAGAN REPORT DATE: July 12, 2017 CASE: 12-VA-03-06-17 APPLICANT: James Gilliland HEARING DATE: July 18, 2017 PROPERTY OWNER: James Gilliland APPLICATION DATE: June 30, 2017 REQUEST: Variance PREPARED BY: Pamela Dudziak LOCATION: 3340 Dodd Rd. COMPREHENSIVE PLAN: LD, Low Density ZONING: R-1, Single-family Residential SUMMARY OF REQUEST The applicant is requesting approval of a Variance to allow solar equipment in a front yard on property located at 3340 Dodd Road (Hwy. 149), on the east side of Dodd Rd., north of Rolling Hills Drive and south of Chapel Ln. The applicant is also requesting that the $400 Variance fee be waived because “the installation of my ground solar panel system is relatively straight forward decision based primarily on the aesthetics (not engineering or technical in nature) of the placement in the front yard.” AUTHORITY FOR REVIEW City Code Chapter 11, Section 11.50, Subdivision 3, B., 3, states that the Council may approve, approve with conditions or deny a request for a variance. In considering all requests for a variance, 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 owners of property have no control. 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. That special conditions or circumstances do not result from actions of the applicant. d. That granting of the variance will not confer on the applicant any special privilege that is denied by this Ordinance to owners of other lands, structures or buildings in the same district. Planning Report – Gilliand, 3340 Dodd Rd. July 18, 2017 Page 2 e. The variance requested is the minimum variance which would alleviate the hardship. f. The variance would not be materially detrimental to the purposes of this Code or to property in the same zone. g. Whether the property for which the variance is requested is in compliance with the City Code. The ordinance also states “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.” CODE REQUIREMENTS The City Code does not contain specific provisions for the placement of solar equipment; however, staff has consistently considered solar (and wind) energy installations as accessory structures and applied those bulk standards. The following summarizes the relevant City Code provisions. Sec. 11.30 defines structure as “anything constructed or erected, the use of which requires a location on the ground or attachment to something having a location on the ground [such as] buildings, gazebos, decks, retaining walls, walls, fences over six feet in height . . . but excluding at-grade improvements such as patios.” Because it is not the primary use of the property, and is detached from the principal dwelling, the solar array is considered an accessory structure. Sec. 11.40, Subd. 5 of the City Code regulates the placement of accessory structures on residential property, which includes “No accessory use or building shall be allowed within a required front yard setback . . . and no accessory building or structure may be placed within the front yard.” Sec. 11.30 defines the front yard as “the area between the front lot line and the front building or setback line.” The required front yard is defined as “the open area between a lot line and the setback line as specified in the setback regulations for the district in which the such lot is located,” which in this case is the 50’ abutting Dodd Rd. Also, Sec. 11.70, Subd. 26 of the City Code specifically provides for the installation of antennae, satellite dishes and wind energy conversion systems and towers, which uses are similar to the proposed free-standing solar array. This ordinance requires that: • An antenna tower shall be located in the rear yard. • All setback requirements for accessory structures shall be met. • The location and color [of such equipment] shall be in a manner to minimize off-site visibility to the greatest extent possible Planning Report – Gilliand, 3340 Dodd Rd. July 18, 2017 Page 3 BACKGROUND/EXISTING CONDITIONS The property is unplatted and is approximately 1.8 acres in size. It contains an existing single- family home with a detached garage and other accessory structures which are located in the rear yard. In 2014, Highway 149/Dodd Rd. was reconstructed in this area, which included installation of a berm along the east side of the roadway. EXISTING CONDITIONS The existing single-family home was constructed in 1923. It is set back approximately 200 feet from the front lot line, well in excess of the minimum required 50 foot front setback. The driveway is located along the north side of the property, and is shared with the neighboring lot. The property is zoned R-1, Single-family, and guided Low Density residential, as are the adjacent properties. Across Dodd Rd/Highway 149 to the west, the properties are zoned and guided Limited Industrial. EVALUATION OF REQUEST Proposal - The applicant is proposing to install a 13kw (kilowatt) free-standing solar array as part of Xcel Energy’s residential solar program. The installation consists of 48 panels, each 3.25’ x 6.5’ in size. The entire array will occupy approximately 1,000 sq. ft. The panels are mounted at a 45o angle facing due south. The array is 77 feet long, and stands approximately 10.5 feet high. Other equipment associated with the installation includes the electrical wiring necessary to transmit the energy collected by the solar array to the Xcel lines. The panels are proposed to be located in the southwestern portion of the yard, which is within the front yard. 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 to alleviate a practical difficulty. Evaluation – A practical difficulty is required to grant relief from the strict application of the ordinance. The applicant is requesting relief to allow the solar equipment to be placed in a front yard. The size of this property and location of the existing house resulting in a 200’deep front yard are atypical of R-1 zoned property. The proposed equipment will be approximately 50 feet from the west (front) property line, and 50 feet from the south (side) property line. This placement satisfies typical minimum structure setbacks in the R-1 zoning district. While the proposed location is within the front yard, it is not within the required front yard. Thus, the proposal does not appear to be contrary to the intent of the ordinance. The location of the proposed solar equipment is behind the berm along the roadway, and visibility from the adjacent residential properties to the south is screened by an existing fence trees, and other vegetation. Thus, the proposed location appears to be reasonably well screened from the public right of way and from adjacent property, minimizing off-site visibility. Planning Report – Gilliand, 3340 Dodd Rd. July 18, 2017 Page 4 APPLICANT’S PRACTICAL DIFFICULTIES The applicant’s narrative states the proposed location is the best suited for the solar installation because it is less shaded than placement in the rear yard where mature trees create shade and would interfere with sun exposure. In addition, he indicates “reflection from the glass panels is not a problem in the industry,” and the neighbor to the south “has a fence and 12’ lilacs in place” that screen their view to the north. Because of the placement of the existing home which far exceeds the required minimum front setback, approximately half of the yard is considered front yard. SUMMARY/CONCLUSION The applicant is proposing to install a free-standing solar array in a front yard. While such equipment is not specifically provided for in the zoning ordinance, it is an accessory structure and considered similar to antennae, satellite dishes and wind energy conversion systems which are regulated in the City Code. The solar array is 10.5’ high, and proposed to be located at a 50’ front yard setback and 50’ side yard setback, facing due south. At 200’, the property has an unusually deep front yard, which is atypical of R-1 zoned property. The proposed solar panels require the least obstruction for the greatest sun exposure. The proposed location for the solar panels satisfies minimum structure setbacks and appears to be reasonably well-screened from adjacent property and the roadway. The applicant is also requesting the City Council waive the Variance application fee ($400). ACTION TO BE CONSIDERED The applicant is requesting approval of a Variance to allow solar equipment in a front yard on property located at 3340 Dodd 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 solar array shall meet minimum structure setback of 50 feet from the front property line. 3. A Zoning Permit shall be obtained prior to installation of the solar array. BECKER ROADLUNAR LANEAPOLLO ROAD MIKECOLLINSDRBORCHERTLN JOYCE CTCHAP EL LANE RITA CT RANDOMRDCIRCLE SALLY WREN LNROLL LN.CHAPEL L ANE R E D OAKCT 77TH REDOAKDRREDOAKDRRED OAK DRROLLING HILLS DRLOUIS LANEGREATOAKSPLTRAIL CT TRAILS END RDTRAILS END RD IVY CTIVY L A N E WOODLAND COURT WESCOTTSQUARE MIKE COLLINS DRELRENEROADSTREET ROLLINGHILLSDRR O L L I N G HILLS P LBLACKOAKDRBLACKOAKDRR O L L I N G H I L L S C R ROLLING HILLS CTHILLSIDE DR ROLLING HILLSD RHILLSIDE CTROLLINGHILLS DR KUTOFFCTGREAT OAKS TRAIL HOLIDAY LNHOLIDAY LNCOURTHOUSE LN WILD ROSE CT STATE TR U N K H WY . N O. 1 4 9 ELRENEROADW E S T C O .R D .N O .28(Y A N K E E DOODLE RD.) CO. HWY. NO. 28 (YANKEE DOODLE RD.) C.S.A.H. NO. 26 (LONE OAK RD.)MI K E C O LLIN S D R S T A T E T R U N K H W Y. N O . 1 4 9 STATETRUNK HWY.NO.55 STATE TRUNK HWY. NO. 55 Bur Oaks Park ThresherFieldsPark WescottCommonsPark Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yanke e Doodle Rd Lone Oak Rd Map Area Extent Project Name: Gilliland-Variance 3340 Dod d Ro adRequest: VarianceCase No.: 12-VA-03-06-17 Subject Site HWY 1 4 9 R o l l i n g H i l l s D r i v e Hillside CourtRolling Hills DriveRolling H i l l s D r i v e 100 050 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 2016 Pr oject Name: Gilliland- Va ria nce 33 40 Dodd Roa dRequest: Var iance Case No.: 12 -VA-03 -06-17 BECKER ROADLUNAR LANEAPOLLO ROAD MIKECOLLINSDRBORCHERTLN JOYCE CTCHAP EL LANE RITA CT RANDOMRDCIRCLE SALLY WREN LNROLL LN.CHAPEL L ANE R E D OAKCT 77TH REDOAKDRREDOAKDRRED OAK DRROLLING HILLS DRLOUIS LANEGREATOAKSPLTRAIL CT TRAILS END RDTRAILS END RD IVY CTIVY L A N E WOODLAND COURT WESCOTTSQUARE MIKE COLLINS DRELRENEROADSTREET ROLLINGHILLSDRR O L L I N G HILLS P LBLACKOAKDRBLACKOAKDRR O L L I N G H I L L S C R ROLLING HILLS CTHILLSIDE DR ROLLING HILLSD RHILLSIDE CTROLLINGHILLS DR KUTOFFCTGREAT OAKS TRAIL HOLIDAY LNHOLIDAY LNCOURTHOUSE LN WILD ROSE CT STATE TR U N K H WY . N O. 1 4 9 ELRENEROADW E S T C O .R D .N O .28(Y A N K E E DOODLE RD.) CO. HWY. NO. 28 (YANKEE DOODLE RD.) C.S.A.H. NO. 26 (LONE OAK RD.)MI K E C O LLIN S D R S T A T E T R U N K H W Y. N O . 1 4 9 STATETRUNK HWY.NO.55 STATE TRUNK HWY. NO. 55 Bur Oaks Park ThresherFieldsPark WescottCommonsPark Location Map 0 1,000500Feet ´ §¨¦35E §¨¦494 Cliff Rd Diffley Rd Yanke e Doodle Rd Lone Oak Rd Map Area Extent Project Name: Gilliland-Variance 3340 Dod d Ro adRequest: VarianceCase No.: 12-VA-03-06-17 Subject Site HWY 1 4 9 R o l l i n g H i l l s D r i v e Hillside CourtRolling Hills DriveRolling H i l l s D r i v e 100 050 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 2016 Pr oject Name: Gilliland- Va ria nce 33 40 Dodd Roa dRequest: Var iance Case No.: 12 -VA-03 -06-17 City Council Meeting Minutes July 18, 2017 6 page Variance – 3340 Dodd Road (James Gilliland) City Administrator Osberg introduced the item noting the Council is being asked to consider a variance to allow solar equipment in a front yard. The applicant is proposing to install a 13 kw free-standing solar array in the southwest corner of the property located at 3340 Dodd Road. The array is approximately 77 feet long and stands approximately 10.5 feet high. The array is about 1,000 sq. ft. and the panels are mounted at a 45 degree angle facing south. City Planner Ridley gave a staff report and provided a site map. Ridley noted the applicant is requesting that the $400 Variance application fee be waived. The applicant’s wife gave a brief summary of the request and was available for questions. Mayor Maguire opened the public hearing. Jeffrey Boudreau, 3453 Rolling Hills Drive, addressed the Council inquiring about the height of the proposed solar panels. Staff responded to his question. There being no further public comment, he turned the discussion back to the Council. There was Council consensus to deny the request to waive the $400 Variance application fee. Councilmember Hansen moved, Councilmember Tilley seconded a motion to close the public hearing and approve a Variance to allow solar equipment in a front yard on residential property located at 3340 Dodd Road, subject to the following conditions: Aye: 5 Nay: 0 1. If within one year after approval, the variance shall not have been completed or utilized, it shall become null and void unless a petition for extension has been granted by the Council. Such extension shall be requested in writing at least 30 days before expiration and shall state facts showing a good faith attempt to complete or utilize the use permitted in the variance. 2. The solar array shall meet minimum structure setback of 50 feet from the front property line. 3. A Zoning Permit shall be obtained prior to installation of the solar array. OLD BUSINESS Approve an Addendum to the Final Planned Development for Viking Lakes Phase II, Lot 2, Block 1, Vikings Lakes – MN Development Company, LLC City Administrator Osberg introduced the item noting in 2016 the Council took action to approve the Viking Lakes Preliminary Planned Development. Before the Council is an addendum to the Final Development as it relates to the Amenities Plan at Viking Lakes. City Planner Ridley gave a staff report and provided a site map. Representing the developer, Pat Mascia of Briggs & Morgan, gave a presentation on the Amenities Plan at Viking Lakes Phase II. Mayor Maguire opened the public comment. There being no public comment, he turned the discussion back to the Council. Mike Ridley From: Bataglia, Bridget [mailto:bridget@sowles.com] Sent: Thursday, November 30, 2017 7:34 AM To: Danny Kieffer <dkieffer@stchbs.org> Cc: Mike Ridley <M Rid ley@cityofeagan.co m>; Brad Quinn <bradq@dunordre.com> Subject: RE: FW: Screening Quote For Solar i reviewed the proposal you sent yesterday. Considering the conspicuous location you chose to install the solar array and the devaluat-ion it's looming presence has allready had on my property, I am unwilling to incur any further financial obligation. However, in reference to your proposal of performing the work, Brad and I are willing to forgo professional installation and assist you in some of 'the physical labor required in completing an acceptable screening solution, My proposal is as follows: A 2"foot- seeded or sodded berm approximately 70 feet long installed on your A minimum of 30 six foot tall trees of Arborvitae type to be planted on the berm at. aw estimated cost of $1,800.00 to be paid by you. Price based on Home Depot prices. Ali work to be connpletecf by June 1, 20-118. Danny, this proposal is fair and reasonable. Of course, we would also approve relocation provided it is at your expense and is in an acceptable location screened from my or any other neighbors' enjoyment of their property. Finally, I have included Mike Ridley at Eagan City Council on these email correspondences so he can bring this to the council in preparation for Tuesday's meeting. We have some follow up comments we will submit to you and the to the City of Eagan regarding the Accessory Code and discussions during the meeting on the 21". From: Danny Kieffer [mailto:dkieffer@stchbs.org] Sent: Tuesday, November 28, 2017 4:51 PM To: Bataglia, Bridget <bridget@sowles.com> Cc: Brad Quinn <bradq@dunordre.com> Subject: Re: FW: Screening Quote For Solar Hi Brigid, I saw the quote of $7,000-$10,000, that is a lot more than I had in mind for screening. I should also ask, it this is something that you are planning on paying for? Is it Something we share the cost of? Or is it something you plan on having me pay for on my own? My idea is to have each of us put $750.00 toward a solution providing a total budget of $1,500.00. We could look at planting trees, hedges or other possible adjustments doing the labor on our own to save excessive costs. Please let me know if this will work for you. Thank you, Danny On Tue, Nov 28, 2017 at 12:15 PM, Bataglia, Bridget <brid eett(a�sowles.com> wrote: Hi Danny, Per our phone conversation yesterday, attached is a quote a received from Suburban Landscapes to appropriately screen the solar array you installed. I have contacted a couple landscaping companies but most wanted to charge a $500 fee just for coming out and preparing an estimate. If you have any questions, my contact information is below. Thanks, Bridget Bataglia Cell: 612-619-5383 -----Original Message ----- From: ricoh(c�,sowles.com [mailto:ricoh(resowles.com] Sent: Tuesday, November 28, 2017 11:30 AM To: Bataglia, Bridget <bridet c6sowles.com> Subject: Message from "RicohFront" This E-mail was sent from "RicohFront" (Aficio MP C2051). Scan Date: 11.28.2017 11:30:22 (-0600) Queries to: rich sowles.com 2 Suburban Landscape Service, Inc. & SLS Design 3486 Dodd Rd Eagan, MN 55123 (651)454-3521 info@slsdesigmmn.com Estimate VITIV I Y OI i Landscaping Sales Services 1 0.00 0.00 Privacy Hedge: Between 10-14ft black hill spruce trees installed on possible berm or directly into ground. Budget set between $7-10K+ _depending on size and, quantity._ TOTAL Accepted By Accepted Date $0.00 29NOV17 From: Jim Gilliland, 3340 Dodd Road, Eagan To: Mayor Mike Maguire and the Eagan City Council Subj: Ms. Bataglia’s Appeal of 3330 Dodd Road zoning permit INTRO My name is Jim Gilliland. I speak to you tonight as a resident of Eagan, a neighbor, and a solar enthusiast. I and my family have resided at 3340 Dodd Road, the property adjoining the Kieffer property to the south, since 1999. And as you may recall, my wife Kelly spoke to you at a City Council meeting in late July regarding a variance request to install a solar panel array in our front yard. That variance request, approval, and our installation is one of the points addressed in Ms. Bataglia’s appeal. BACKGROUND When Joe Chapdelaine (previous owner of 3330 Dodd) passed away in 2006, I was concerned about what might happen to the property and the unfenced openness we enjoyed next door. I looked at purchasing the property to insure that it wouldn’t be subdivided/developed in a manner that we might not “like.” But unfortunately, that was beyond our financial capabilities at the time. Since Ms. Bataglia didn’t purchase the property either, she runs the same risks that I and every other citizen in Eagan have regarding development/change/progress. The Kiefer’s purchased 3330 Dodd Road in 2011 and have by and large kept it as was until the recent addition of the solar array being appealed. Imagine 8 lots on those three acres and a 40+ feet high $400K, 4 story walkout on that parcel overlooking/overshadowing her property. That was a real possibility as developers eyeballed that property after Joe’s passing. The development possibilities could have been much “worse” than a 12’ solar array which I happen to find neat looking, so much so, I put one in my yard. Ms.Bataglia has enjoyed the undeveloped openness of the adjoining Kiefer 3 acre property at 3330 Dodd road since she bought her home at 3326 Wren Lane in 2008. That strip, along the north property line, has been left wild and relatively untouched over the years. People build on a hill for a many good reasons. Some of those reasons probably led the Kiefer’s to decide to invest their hard earned dollars in that house on the hill and its 3 acres. Everyone would love to have an unobstructed vista/view from their property/lot/home. Living in a city though, this is an unrealistic expectation for most, especially if you live at the base of a hill. The elevation change from 3326 Wren lane to the solar array is approximately 20 feet. The house is another 20” higher. Anything built/developed on the Kieffer property would have an imposing/overlooking position over Ms. Bataglia’s property or driveway. As the Mayor mentioned from his years living at 3325 Wren Lane, encroachment issues with Kiefer's property line are not uncommon. The nature of the property layouts is somewhat unique and indeed a part of this issue. Over the years, I have seen various neighbors at times “push the limits” of that unfenced property line for all sorts of uses, e.g. fire pits, storage of all sorts (boats, trailers, building materials), extra space for entertaining, etc. Like Joe Chapdelaine before them, the Kieffer’s have always been neighborly about these uses/ encroachment on their property and graciously shared their bounty with their neighbors. My AFFADAVIT Unfortunately, I was out of town for the meeting on the 21st of November or this statement would have been part of the record that night. I am hear to tell you, that the conversation Mr. Kiefer had with Ms. Bataglia did occur and went pretty much as conveyed by Mr. Kieffer in the previous meeting. Approximately 10 days prior to the beginning of the Kiefer solar array installation, I recall a brief discussion with Dan's neighbor, Ms. Bataglia that took place at the planned site of the solar installation while it was being laid out (measured and flagged). That conversation went as follows: - Ms. Bataglia came over as she heard me calling for my dog and came over to see if she could help, I thanked her and shortly thereafter my dog bounded back from the brush, - Ms. Bataglia said Hi, and asked Mr. Kieffer what he was building, - Mr. Kieffer said he was putting in a solar panel array and described the project to Ms. Bataglia, - Ms. Bataglia was pleasant, listened intently, and complimented Mr. Kieffer on his efforts and the project, - Ms. Bataglia definitely left me with the impression that she thought the array was a neat idea/ project and its location just fine. - That was the only interaction I have had with Ms. Bataglia to date. From that point, Ms. Bataglia had almost two weeks to address any concerns regarding the solar array installation to Mr. Kieffer but did not do so, instead leaving him and me with the distinct impression she thought it was a great idea and suitable location. REBUTTAL of ASSERTIONS To my surprise, this appeal was the first step taken by Ms. Bataglia to address her dislike of the Kieffer's solar array. She never approached Mr. Kieffer prior to construction (fully aware he was building a solar array on that site), or after it to address her concerns. I find the direct recourse to lawyers and the City rather than a direct conversation as a first step, to be most unneighborly. Fortunately, the City Staff, has made it easy to see that Ms. Bataglia’s appeal lacks any legal or regulatory credibility, to put it politely. City staff addressed each and every point made and found them to be either incorrect or not applicable. Essentially, there is no basis to appeal the Kiefer’s permit, much less to substantiate it. In the City Council meeting on November 21st, Ms. Bataglia spoke as though her points were valid, either unaware or choosing not to address the fact that city staff had just shredded her appeal. Her appeal thus stands solely on her personal dislike of the appearance of a properly permitted, well constructed accessory structure on her neighbors property. SUMMARY What of the Kieffer’s rights here? In good faith, they followed the rules applying for the permit, getting that approval, and building according to the permit and all applicable codes. It is in the record that it is not the responsibility of the Kieffer’s to screen the solar array in his yard as part of the permit. So how could he possibly be asked/enjoined by the City to screen or move the solar array just because Ms. Bataglia doesn’t like it’s appearance. Rather it is Ms. Bataglia’s responsibility to screen if she doesn’t want to see the array or anything else in her neighbors’ yards for that matter. Trust in our government, its administration, and the rule of law, is fundamental to our society and its order. What message would this send to Eagan’s citizens, those who might be considering Eagan as a home or those who are or might wish to do business in our town? The lack of merit of the appeal is clear. And to saddle anyone, with unexpected requirements (screening, landscaping, etc.) after proper permitting, to accommodate 3rd party likes and dislikes seems to be more than just an undue burden, it would be noxious. I know which way I would vote! Respectfully, James Gilliland 3340 Dodd Road Eagan, MN 55121 11/28/27 To whom It May Concern, My name is Aaron Busse and I installed the solar array structure on 3330 Dodd rd. worked with Danny Kieffer on setting dimensions that he approved, and obtaining the permit from the City of Eagan. I came out to flag the sight of the structure on September 14, 2017. While I was doing that with Danny Kieffer and Jim Gilliland, a woman appeared who identified herself as the neighbor, she had red hair. Jim and Danny later told me that this was Brigid Bataglia, the appellant. She asked about what we were doing and I saw Danny answering her questions about the project and explaining what we were doing. I was laying out the structure and placing flags where it would be installed and overheard some of the conversation. Ms Bataglia was very positive about the project and was not concerned about the location. On September 25, 2017 we began digging the holes to install the poles. The poles were installed on September 261h and the panels September 28th. The panels need to be installed around 3 feet off the ground for electrical safety concerns and minimize access to kids and pets. Around 3 feet is an industry standard. The system needs to follow this guideline for the warranty. On this structure, the west corner sits below the 12 feet height that was submitted for the permit. As the structure moves from west to east, the poles become longer to accommodate the downwards slope of the land. The structure never increases in height, but the poles become longer to accommodate the slope. Cordially, Aaron Busse 1604 Fairway Drive Glencoe, MN 952-212.1815 aaron@busseinc.net Kieffer- Review of points from 11121 1) The permit was for 20 feet from the property line. We chose to build more than 40 feet from the line out of courtesy. The structure sits 15 feet back from the houseline which is what we applied for. 2) In point #5 the appellants states that the structure causes shadowing on her property, this is not accurate, as photos show. The sun is now at the lowest part of the year. 3) The west end of the structure is actually slightly less than the 12 feet we applied for in the permit. The poles on the east end of the structure are slightly longer than the height we applied for but the structure does not increase in height. The poles become progressively longer to accommodate the downward slope of the land from west to east. The installer took the slope of the land into consideration to keep the structure level. 4) On the front of the system it is important that the panels sit at least 3 ft. from the ground so they are less likely to be reached by animals, small children and moisture from snow accumulation. I asked the installer if they could be lowered and he said he would not do it. He said it would invalidate the warranty and go against manufactures safe instructions. 5) I think that the main objection the appellant has to the panels is that they are visible from her fire pit area. The fire pit sits very close to the property line and does not meet the minimum of 10 feet required by the city of Eagan. If it did meet that requirement the appellant would have more than 50 between her fire pit and the panels providing more separation. 6) Last summer the appellant cut down a strip of overgrown grass and brush that measured approximately 25ft X 225ft. This was done on my property. At the time I really did not object to it or say anything. In doing this she cut down a 25ft strip of screening that is 4-5 ft tall. It grows taller in the summer when they use that area more. 7) I spoke to the appellant on 9/14 of this year, she approached me as we were flagging out the structure before we built it. I told her that I was glad she came over because I wanted talk to her about what we were doing. I told her we were going to be putting up solar panels, I went over the dimensions and pointed out the flags marking where the structure would be installed. She said that she was glad that I found a good use for my land and was complimentary. I told her that I was planning to plant some trees behind the structure to screen it a bit, she said, don't worry about it. There was no further communication from the appellant until I received the appeal hearing notice on November 10th. The installer, Aaron Busse, and neighbor, Jim Gilliland both recall the conversation and the appellants positive response. Photo #1 shows the shadowing from the panels when the sun is straight away. Earlier and later in the day the shadows fall on the evergreen tree line. Also visible are trees I planted about 3 years ago to close up the tree line. Photo #2 Demonstrates the set back from the front of the house -line. Also visible are the wires and connections mentioned Photo #3 Shows the type of growth that grows in that are and can provide some screening Photo #4 Shows the area on my land where I cut to install the system and where the appellant cut down the wild growth. Photo #5 Shows The system from a distance with a good look at the set back from the property line. Further points to consider on 11/29/17 1) According to Ms Bataglia, a realtor told her that the panels devalued her property. I would be curious how much? And, can that be substantiated? I would also be curious if it had a higher value because before it had empty land next to it. She did not own the empty land. 2) My family borrowed approximately $24,000 on a home equity line of credit to purchase the system. An investment we saw as good for the environment and good for our family finances down the road. This investment has really stretched us and any unexpected expenses due to Ms Bataglia's dissatisfaction would create an undue burden. 3) As Aaron Busse and Jim Gilliland's statements confirm; I spoke to Ms Bataglia and explained the project on September 14th, we did not break ground until September 25th. There was more than 10 days to speak to me about concerns. 4) Ms Bataglia raised the question; with all that land why did we have to put it there!? I included a drawing that qualifies some of the reasons. There is shading, the easement, septic, the front yard and more obstacles. I was basically left with 2 options, old site and new. The old sight presented these challenges; trenching and burying the line line a great distance to reach the house, running our lines across where Xcel would bury their lines on the easement (not sure about crossing power lines under ground), it would at least partly be visible from the other neighbor's property if we placed it there (please see crude drawing). If we ever decided to subdivide the old placement would also present challenges. 5) In summary, I wish that Ms Bataglia would have come to me with her dissatisfaction before or even after construction. I think it would have been good for us to try to resolve this issue before putting all of the time and money into lawyers, creating cases, and bringing it to City Council. I do want to work with her to set up some screening and I'm willing to share in the work and financing. I don't feel like I violated any steps of the process or code, I just want a decent relationship with my neighbor. liw y 141 far' ." Agenda Information Memo December 5, 2017, Eagan City Council Meeting OLD BUSINESS B. Ordinance Amendment – An Ordinance Amendment to City Code Chapter 6.39 regarding massage therapy regulations Actions To Be Considered: Approve an ordinance amendment to City Code Chapter 6.36 regarding massage therapy regulations and direct publication of an ordinance amendment summary. Facts:  At its October 3, 2017 meeting, the City Council directed staff and the City Attorney to prepare a massage therapy ordinance amendment.  The proposed ordinance amendment was reviewed by the City Council at its November 14 Work Session.  The proposed ordinance amendment keeps Eagan regulations consistent with massage therapy regulations in other metro communities and reflects best practices for massage conduct as recommended by National Certification Board for Therapeutic Massage & Bodywork.  The proposed changes include: o Updating educational requirements to reflect current accrediting standards and to maintain consistency with other metro communities o Requiring appropriate draping of clients and regulating bathing and showering within the establishment o Requiring massage therapy establishments to notify the City within five days of new hires o Requiring the on-site manager to provide documentation that he/she is legally allowed to work within the United States and is a resident of Minnesota or Pierce, St. Croix, Dunn, or Polk counties in Wisconsin. This is consistent with other cities’ requirements for on-site managers.  Upon approval of the ordinance amendment, staff will communicate the changes to licensed massage therapy establishments and therapists. ATTACHMENTS: (1) OBB-1 Proposed Ordinance Amendment Page 1 ORDINANCE NO. ____ 2ND SERIES AN ORDINANCE OF THE CITY OF EAGAN, MINNESOTA, AMENDING EAGAN CITY CODE CHAPTER SIX ENTITLED “OTHER BUSINESS REGULATION AND LICENSING” BY AMENDING SECTION 6.39 REGARDING MASSAGE THERAPY LICENSE REGULATIONS; AND BY ADOPTING BY REFERENCE EAGAN CITY CODE CHAPTER 1 AND SECTION 6.99 The City Council of the City of Eagan does ordain: Section 1. Chapter 6 of the Eagan City Code is hereby amended to revise Sec. 6.39, Subd. 2, to revise and add the following definitions to read as follows: Accredited Institution. An educational institution holding accredited status from the North Central Association of Colleges and Schools (NCA) or another regional accrediting agency approved by the United States Department of Education presently or at the time the applicant obtained his/her diploma or certificate of graduation. Accredited Program. A professional massage program presently or at the time the applicant obtained his/her diploma or certificate of graduation accredited by the Commission on Massage Therapy Accreditation (COMTA), or a comparable national or regional organization which is approved by the United States Department of Education for its accrediting program for compliance with quality and competency standards through a process of periodic review and self-study. A. Massage therapy or therapeutic massage means a scientific health care or health maintenance technique or procedure carried out by a massage therapist involving the massaging and kneading of human skin, muscles and tissues for the purpose of easing mental and physical tension, the breaking up of fatty tissues and muscle spasms, and the improvement of circulation through the body. B. Massage therapy establishment means any room or rooms wherein persons may, for a fee or other consideration paid either directly or indirectly, receive a therapeutic massage. C. Massage therapist means a person, other than a person licensed as a medical doctor, chiropractor, osteopath, podiatrist, licensed nurse, physical therapist, athletic director or trainer, or beautician or barber who confines his treatment to the scalp, face and neck, who for compensation practices and provides therapeutic massage. D. Student of massage therapy means a person who is enrolled in and attends classes at a school, college, university or other institution that is approved by the American Massage Therapists Association or other similar reputable massage association or accredited by a recognized educational accrediting association or agency or is licensed by the state or local government agency having jurisdiction over the school. Section 2. Chapter 6 of the Eagan City Code is hereby amended to revise Section 6.39, Subd. 4 (C), to read as follows: Page 2 C. Restrictions and regulations. 1. Licenses shall be granted only for operation on fixed premises which must be located in a commercial or industrial district as established by the zoning chapter. 2. Licenses shall be granted only upon a showing of compliance with all laws of sanitation. 3. No beer, liquor, narcotic drug or controlled substances, as such terms are defined by state statutes or the City Code, shall be permitted on licensed premises. 4. Violation of any law or regulation relating to building, safety or health shall be grounds for revocation of any license. 5. No doors of massage rooms, when occupied by one or more persons, shall be locked. All locks, if any, shall be keyed only from the exterior of the massage rooms. 6. Only massage therapists who are licensed by the city shall practice therapeutic massage at the licensed premises. 7. No massage therapy establishment shall discriminate between persons on the basis of race, color, creed, sex or national origin or ancestry. 8. All massage therapy establishment licensees must comply with any and all amendments to this chapter. Failure to do so shall be grounds for revocation of any license. 9. The person who is receiving a massage shall at all times have the following covered with clothing or properly draped with non-transparent material: his/her anus, intergluteal cleft (buttocks crease), and genitals. The person who is receiving massage therapy of the breast or buttocks (gluteal) shall have the breast or buttock (gluteal muscle) that is not then immediately receiving massage therapy properly covered and draped with non-transparent material. 10. The licensee and all employees or agents of the licensee shall at all times be fully clothed and shall not expose his/her breast, buttocks, anus, or genitals. 11. At no time shall the massage therapist massage or otherwise touch or offer to massage/touch the penis, scrotum, mons veneris, vulva, or vaginal area of any customer or person inquiring of massage therapy services. 12. No massage room shall have any showering or bathing facilities and no employee or massage therapist shall provide or be present in any showing or bathing facility with a client. Section 3. Chapter 6 of the Eagan City Code is hereby amended to revise Section 6.39, Subd. 4 (E), to read as follows: E. License condition and unlawful acts. 1. All premises licensed under this section shall, during all operating hours, be open to inspection by any health or police officer to determine whether or not this section and all other laws are being observed. All persons, as a condition to being issued such license, consent to such inspections by such officers and without a warrant for searches and seizures. Page 3 2. It is unlawful for any licensee or agent or employee of a licensee to hinder or prevent a police or health officer from making such inspection. 3. The licensee shall post its valid establishment license and the valid license of each massage therapist providing massage therapy at the licensed establishment in plain view of the general public on the licensed premises. 4. The act of any massage therapist or any employee of the licensee at the licensed premises is deemed to be the act of the licensee. The licensee shall be responsible for all acts and conduct attributable to and in connection with massage therapy services provided by the licensee or occurring on the licensed premises of the massage therapy business. 5. The licensee shall notify the City Clerk, in writing, of all massage therapists providing massage therapy at the licensed premises and such notice shall be made within five (5) business days of each hire of or contract with a massage therapist to perform massage therapy services at the licensed premises. Section 4. Chapter 6 of the Eagan City Code is hereby amended to revise Section 6.39, Subd. 4 (G), to read as follows: G. Manager or agent. Before a license is issued under this section to an individual who is a nonresident of the city, to more than one individual whether or not they are residents of the city, or to a corporation, partnership, or association, the applicant or applicants shall appoint in writing a natural person as its on-premises manager or agent. Such on-premises manager or agent shall, by the terms of his written consent, (1) take full responsibility for the conduct of the licensed premises, and (2) serve as agent for service of notices and other process relating to the license. Such manager or agent must be a person who, by reason of age, character, reputation, and other attributes, could qualify individually as a licensee. The on-site manager or agent designated by the applicant shall be a United States citizen or otherwise legally permitted to be in the United States and shall be a resident of the State of Minnesota or the following Wisconsin counties: Pierce, St. Croix, Pepin, Dunn, Polk. If such manager or agent ceases to be located at the licensed premises or ceases to act in such capacity for the licensee without appointment of a successor, the license issued pursuant to such appointment shall be subject to revocation or suspension. Section 5. Chapter 6 of the Eagan City Code is hereby amended to revise Section 6.39, Subd. 5 (C), to read as follows: C. Restrictions and regulations. 1. A massage therapist license shall not be issued unless the applicant provides proof of the following: (a) A diploma or certificate of graduation from a school approved by the American Massage Therapist Association or other similar reputable massage association; or (b) A diploma or certificate of graduation from a school, which is either accredited by a recognized educational accrediting association or agency or is licensed by the state or local government agency having jurisdiction over the school; or Page 4 (c) A certificate of National Certification for Therapeutic Massage and Body Work by the National Certification Board of Therapeutic Massage and Body Work, an affiliate of the American Massage Therapy Association. (a) Proof of successful completion of a minimum of 500 credit hours of certified therapeutic massage training/course work that includes subjects of anatomy, physiology, hygiene, ethics, massage theory and research, and massage practice from an accredited institution or program; (b) A diploma or certificate of graduation for a comprehensive massage therapy program consisting of the course work stated in clause (a) above issued to the applicant from an accredited institution or an accredited program; or (c) Proof of passing the National Certification Exam offered by the National Certification Board for Therapeutic Massage & Bodywork and a minimum of seven years of full-time work experience as a massage therapist within the United States. 2. A licensed massage therapist shall post his or her valid license in plain view of the general public on the licensed premises where he or she provides massage therapy or therapeutic massage. 3. The person who is receiving a massage shall at all times have the following covered with clothing or properly draped with non-transparent material: his/her anus, intergluteal cleft (buttocks crease), and genitals. The person who is receiving massage therapy of the breast or buttocks (gluteal) shall have the breast or buttock (gluteal muscle) that is not then immediately receiving massage therapy properly covered and draped with non-transparent material. 4. The licensee shall at all times be fully clothed and shall not expose his/her breast, buttocks, anus, or genitals. 5. At no time shall the massage therapist massage or otherwise touch or offer to massage/touch the penis, scrotum, mons veneris, vulva, or vaginal area of any customer or person inquiring of massage therapy services. 6. No massage room shall have any showering or bathing facilities and a massage therapist shall not provide to or be present in any showing or bathing facility with a client. Section 6. Summary approved. The City Council hereby determines that the text of the summary marked "Official Summary of Ordinance No. ____", a copy of which is attached hereto, clearly informs the public of the intent and effect of the ordinance. The City Council further determines that publication of the title and such summary will clearly inform the public of the intent and effect of the ordinance. Section 7. Eagan City Code Chapter 1 entitled "General Provisions and Definitions Applicable to the Entire City Code Including 'Penalty for Violation'" and Section 6.99, entitled "Violation a Misdemeanor" are hereby adopted in their entirety by reference as though repeated verbatim. Page 5 Section 8. Effective Date. This ordinance shall take effect upon its adoption and publication according to law. ATTEST: CITY OF EAGAN City Council ____________________________ ______________________________ By: Christina M. Scipioni By: Mike Maguire Its: City Clerk Its: Mayor Date Ordinance Adopted: Date Ordinance Published in the Legal Newspaper: Page 6 The following is the official summary of Ordinance No. _____ as approved by the City Council of the City of Eagan on ________, 2017. ORDINANCE NO. _____ 2ND SERIES AN ORDINANCE OF THE CITY OF EAGAN, MINNESOTA, AMENDING EAGAN CITY CODE CHAPTER SIX ENTITLED “OTHER BUSINESS REGULATION AND LICENSING” BY AMENDING SECTION 6.39 REGARDING MASSAGE THERAPY LICENSE REGULATIONS; AND BY ADOPTING BY REFERENCE EAGAN CITY CODE CHAPTER 1 AND SECTION 6.99 Section 6.39, governing massage therapy license regulations, is amended to add definitions of accredited institution and accredited program, to revise qualification requirements for massage therapist license, to add additional license conditions and regulations related to on-site conduct, and add massage therapy establishment on-site manager qualification requirements. A printed copy of the ordinance is available for inspection by any person during regular office hours at the office of the City Clerk at the Eagan Municipal Center, 3830 Pilot Knob Road, Eagan, Minnesota 55122. Effective date. This ordinance shall take effect upon its passage and publication. Agenda Information Memo December 5, 2017, Eagan City Council Meeting NEW BUSINESS A. Rezoning, Preliminary and Final Planned Development – Fairfield Inn & Suites Action To Be Considered: To approve (or direct preparation of Findings of Fact for Denial) of a Rezoning from CGD (Cedar Grove District) to PD (Planned Development) for Lot 2, Block 1, Cedar Grove Parkway 4th Addition, located along Cedar Grove Parkway between Fen Way and River Valley Way. To approve (or direct preparation of Findings of Fact for Denial) a Preliminary Planned Development to allow a four-story, 107-room hotel upon Lot 2, Block 1, Cedar Grove Parkway 4th Addition, located along Cedar Grove Parkway between Fen Way and River Valley Way, subject to the conditions listed in the APC minutes. Preliminary PD approval simultaneously constitutes approval of the Final Planned Development, to be documented in a forthcoming Final Planned Development Agreement. Required Vote For Approval:  At least three votes Facts:  The EDA has entered into a purchase agreement to sell the property to Kanda City Lodging, LLC for development of a hotel. The purchase agreement contemplates that much of the parking necessary to support the hotel will be provided within the adjacent Cedar Grove parking garage.  Kanda City Lodging, LLC is proposing a Rezoning from CGD to PD, and a Preliminary and Final PD to construct a 4-story, 107-unit hotel development.  The proposed development takes access from Cedar Grove Parkway, through a shared driveway with the adjacent hotel parcel, and utilizes parking within the adjacent public garage.  The site plan provides for sidewalks around the building and connections to adjacent public trails and to the garage, as well as two outdoor patio areas for hotel guests.  The proposed grading, utility and site lighting plans are acceptable.  There are no wetland or tree preservation issues with the site.  The Landscape Plan plants all green areas on the site. It falls short of the 1 shade tree per 500 s.f. standard in CGD zoning. The Applicant proposed, and the Advisory Planning Commission recommended planting the balance of seven (7) shade trees on the adjacent parking garage parcel to the west.  The developer is requesting some deviations to typical Code requirements such as for setbacks, building materials and architecture, landscaping, and signage. The appropriateness of proposed deviations as outlined in the staff report is a policy matter to be determined by City officials. o 2’ Building encroachment into 20’ rear yard setback o Building setbacks exceed front yard build-to-line o 0’ parking setback from front yard adjacent to Cedar Grove Parkway o Some divisions along longer facades of the building exceed the 40’ maximum o Building materials not strictly met on each individual elevation o In aggregate, 61% primary materials meets minimum 60% standard; 34% secondary materials exceeds maximum standard of 30% o 3 signs proposed rather than 2 o 5’5” to 8’5” sign height vs. 3’ max ht. specified in CGD zoning ordinance o Placement of signs on the building at the 4th story level, whereas CGD specifies wall signage be within a band between 10’ and 15’ above the ground The development is subject to cash park and trail dedications to be paid at the time of Building Permit. The Advisory Planning Commission held a public hearing on the proposal at their November 28, 2017 meeting, and did recommend approval. Issues: None 60-Day Agency Action Deadline: December 17, 2017 Attachments: (4) NBA-1 Location Map NBA-2 Draft November 28, 2017, APC Meeting Minutes NBA-3 Planning Report NBA-4 Report Exhibits OLD SIBLEY MEMORIAL HIGHWAYO L IV I N E DRGOLDTRAIL MICA TRAILDIFFLEY SERVICE RD NRAHN ROADGLENFIELD CTSILVER BELL RDSILVER BELL ROADKENNEBECDRIVESEN E CA ROA D KESILVER BELL ROADOLDSIBLEYHIGHWAYNICOLS ROADEAGANOUTLETSPKWYCEDARGROVEPKWYCEDARGROVEPKWYR A H N R O AD BLUESTONELANEBLUESTONE DRDIAMOND PTJADE PTSIBLEYCTCARNELIAN LANEJADELANEFLINT DRFLINTLANESAPPHIRE LNGARNET PTGARNET D R IVED I A M O N D D R I V EEMERALDLANEOPALDRIVE GARNETLANETOPAZ DRIVEOPAL PL.ZIRCON LANEJADELANECARNELIAN LANEBERYL ROADALDER LANELAUREL CTCALCITE DRGOLD T RAI L TURQUOISE TRAILAMETHYST LANE NICOLS ROADTESSERACT PLDOLOMITEDRBERYL ROADPUMICE POIPUMICE C T PUMICMICA TRATACONITPUMICE LANEJADE LNORTHRUBEAVERDAMROA D DURH A M CTSOUBURGCHIPMUNKCOURTC.S.A.H. NO. 30 (DIFFLEY ROAD)C.S.A.H. NO. 30WUTHERING HEIGHTS RDN IC O L S R O A D STATE T.H. NO. 13E.)STA TE T.H. N O. 77 (CEDAR AVE)STATETRUNKHIGHWAYNO.13F EN WAY R IV V LY W AYCEDAR GROVE PKWYEAGAN OUTLETS PKWYNICOLS RD/CEDAR GROVE BLVDCedarPondParkWoodhavenParkFortSnelling StateParkBridgeviewParkLocation Map01,000500Feet´§¨¦35E§¨¦494Cliff RdDiffley RdYankee Doodle RdLone Oak RdMap Area ExtentProject Name: Fairfield Inn & SuitesRequest: Rezoning; Preliminary Planned Development; Final Planned DevelopmentCase Nos.: 19-RZ-10-10-17 19-PD-03-10-17 19-FD-10-10-17 Subject Site Advisory Planning Commission November 28, 2017 Page 2 of 13 IV. PUBLIC HEARING New Business A. Fairfield Inn & Suites Applicant Name: Jay Bhakta, JR Hospitality Location: 3949 Cedar Grove Parkway; Lot 2, Block 1, Cedar Grove Parkway 4th Addition Application: Rezoning A Rezoning of .82 acres from CGD, Cedar Grove District to PD, Planned File Number: 19-RZ-10-10-17 Application: Preliminary Planned Development A Preliminary Planned Development of .82 acres to allow a 4-story 107 room hotel. File Number: 19-PD-03-10-17 Application: Final Planned Development A Final Planned Development of .82 acres to allow a 4-story 107 room hotel. File Number: 19-FD-10-10-17 Planner Dudziak introduced this item and highlighted the information presented in the City Staff report dated November 21, 2017. Michele Caron, Project Engineer introduced herself and the development team and said they were available for questions. Chair Piper opened the public hearing. Ann Collins, 3967 Cedar Grove Lane stated her concern about traffic from two hotels, concerns about cars driving into the residential neighborhood on the other side of Cedar Grove Parkway, and concern about the transient population the hotel use brings to the area. Marsha Holt, 2107 Cedar Grove Trail stated concern about noise and light pollution, traffic and crime. She stated traffic has increased on Cedar Grove Parkway and there are more and frequent trucks and buses in the area with the commercial development. She said the tall buildings block natural light to the residential neighborhood, and light pollution from the hotel lighting and signs impacts the residences too and she does not want to see that double with a second hotel here. She stated driveway access should not be across from the residents and results in a lot of vehicle activity and headlights shining at the homes. She further stated that she has shared comments previously and the City has turned a blind eye to her concerns. Shannon Canella, 2107 Cedar Grove Trail expressed concern for traffic, light and noise pollution. She requested screening on the residential side of the street to block headlights. She stated there are no restaurants or amenities for residents in the area, that the neighbors are cut off from the redevelopment by traffic and it is not viable as a neighborhood for people to live and walk in as was initially envisioned when the redevelopment district was created. Dorothy Baker, 4196 Diamond Drive, stated she has lived in this area since the 1960s. She asked if traffic had been studied and stated concern for the amount of traffic generated by two hotels, two townhome complexes, and the retail center. There being no further public comment, Chair Piper closed the public hearing and turned the discussion back to the Commission. Advisory Planning Commission November 28, 2017 Page 3 of 13 Assistant City Engineer Nelson explained that a traffic study was done at the outset of the redevelopment district. The area has developed consistent with traffic projections, and traffic is reviewed regularly, and the roadway system is performing at an acceptable level. He further stated the speed limit on Cedar Grove Parkway is 35 mph; He stated there is a continuous trail along the residential side of Cedar Grove Parkway, and when complete, a continuous trail along the other side of the street will also be in place. City Planner Ridley responded to the comments on noise explaining that, regardless of the use, the City Code limits noise levels between 10 p.m. and 7 a.m., adding that Eagan Police should be called if noise is excessive during that time. Member Vanderpoel asked about the illumination of signs. Member Weimert asked about an additional crosswalk. Member Goff asked if other traffic calming design could be implemented. Assistant City Engineer Nelson indicated there are two existing crosswalks at Rahn Road and Nicols Road which are controlled intersections, and a mid-block crossing is not advised due to lack of another controlled intersection. Further, he stated Cedar Grove Parkway is designed to move traffic through the area, and Engineering would not support traffic calming. Member Torres asked about screening for the residents. City Planner Ridley stated the build-to lines limit available area to install screening on the street side of the proposed development, and the City cannot require the developer to provide off-site screening. Assistant City Engineer Nelson added that there is no space in the right-of-way for additional screening. There is space on the south side of Cedar Grove Parkway within the private property to install landscaping if the association wishes. Member Goff asked if there had been developer interest for other uses of this lot. City Planner Ridley said hotels have been anticipated for several years and had been discussed as a possibility with development of the parking garage that carved out this land for development along Cedar Grove Parkway. Member Goff expressed a desire to see if another use could be attracted to the property. Chair Piper stated it is the Commission’s role to review the application presented not to question the private market or suggest alternative uses. Member Torres stated support for flexibility in the PD zoning for deviations to building envelope, signs, and landscaping, but questions the proposed deviations for signage and design standards, especially lighting. Chair Piper asked whether the requested sign deviations were the same as were approved for the adjacent Hilton Home2 hotel. Advisory Planning Commission November 28, 2017 Page 4 of 13 Planner Dudziak responded that site lighting meets CGD standards. Sign deviations include sign height, mounting height above ground, and signs on three elevations versus two. She confirmed the deviations are similar to what was approved for the adjacent Hilton Home2 hotel. Ms. Caron indicated the building signs are backlit. Member Sagstetter commented that whether the trees serve a purpose and make sense where they are planted is more important than a calculated number. Member Heckman agreed and liked flexibility to plant trees on garage property. Member Sagstetter moved, Member Weimert seconded a motion to recommend approval of a Rezoning from CGD (Cedar Grove District) to PD (Planned Development) for Lot 2, Block 1, Cedar Grove Parkway 4th Addition, located along Cedar Grove Parkway between Fen Way and River Valley Way. All voted in favor. Motion carried 7-0. Member Sagstetter moved, Member Weimert seconded a motion to recommend approval of a Preliminary Planned Development for Lot 2, Block 1, Cedar Grove Parkway 4th Addition, to allow a four-story, 107-unit hotel located along Cedar Grove Parkway between Fen Way and River Valley Way. Preliminary PD approval simultaneously constitutes approval of the Final Planned Development, to be documented in a forthcoming Final Planned Development Agreement., subject to the following conditions: 1. A Final Planned Development Agreement shall be executed for the development prior to issuance of a building permit. The following plans are necessary for the Final Planned Development Agreement: • Final Site Plan • Final Building Elevations • Final Site Lighting Plan • Final Landscape Plan • Final Signage Plan 2. Building address numbers shall be installed consistent with the provisions of Section 2.78 of City Code. 3. Rooftop mechanical units shall be shown on the plans submitted for Building Permit, with screening provided in accordance with City Code requirements. 4. Trash storage shall be located within the building or within an enclosure attached to the building and fully screened from off-site views. 5. A detailed grading, drainage, erosion, and sediment control plan shall be prepared in accordance with current City standards and codes prior to final subdivision approval. 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. Advisory Planning Commission November 28, 2017 Page 5 of 13 7. All personnel responsible for the construction and management of erosion/ sediment control devices, and the establishment of vegetation for the development, shall have received Erosion/Sediment Control site management certification through the University of Minnesota, or approved equal training as determined by the City Engineer. 8. Erosion control measures shall be installed and maintained in accordance with City code and engineering standards. 9. 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. 10. This development shall provide hydrant spacing and locations in accordance with City Fire Department and Public Works standards. 11. Any construction activities that damage public infrastructure shall be restored or by the applicant in a manner acceptable to the City Engineer. 12. A private access agreement shall be required to allow access and circulation between Lots 1 and 2 in a form acceptable to the City Attorney. 13. The applicant shall be responsible to reconstruct the trail along Cedar Grove Parkway in a manner acceptable to the City Engineer. 14. No construction equipment or vehicles shall use the Cedar Grove Parking Garage during development of this site. 15. All perimeter construction fencing shall be installed a minimum of 5’ behind the curb. 16. No construction staging or construction activities shall occur in the right-of-way. 17. No lane or shoulder restrictions shall occur on any adjacent roadways without prior approval by the City Engineer. 18. 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. 19. The applicant shall extend the streets lights along Cedar Grove Parkway adjacent to the site. 20. Landscaping trees shall be planted in the City right-of-way between the curb and trail along Cedar Grove Parkway, by the developer, in a manner acceptable to the City Forester , and consistent with the other developed areas along Cedar Grove Parkway. Advisory Planning Commission November 28, 2017 Page 6 of 13 21. The developer shall obtain all outside agency permits as necessary for completion of the site improvements. 22. All site lighting shall be shielded and downcast, and illumination consistent with CGD zoning standards. The mounting height for site lighting shall not exceed the CDG maximum of 20 feet. All voted in favor. Motion carried 6-1 (Torres). PLANNING REPORT CITY OF EAGAN REPORT DATE: November 21, 2017 CASE: 19-RZ-10-10-17 19-PD-03-10-17 19-FD-10-10-17 APPLICANT: Kanda City Lodging, LLC HEARING DATE: November 28, 2017 PROPERTY OWNER: Eagan Economic APPLICATION DATE: October 18, 2017 Development Authority REQUEST: Rezoning PREPARED BY: Pamela Dudziak Preliminary Planned Development Final Planned Development LOCATION: 3949 Cedar Grove Parkway COMPREHENSIVE PLAN: MU, Mixed Use ZONING: CGD, Cedar Grove District SUMMARY OF REQUEST The applicant is requesting approval of a Rezoning from CGD (Cedar Grove District) to PD (Planned Development) and a Preliminary Planned Development upon 0.82 acres legally described as Lot 2, Block 1, Cedar Grove Parkway 4th Addition, to allow a four-story, 107-room hotel. The subject site is located along Cedar Grove Parkway between Fen Way and River Valley Way. Because the proposed development is for one building constructed in a single phase, Preliminary Planned Development approval simultaneously constitutes approval of the Final Planned Development, to be documented in a forthcoming Final Planned Development Agreement. 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. Planning Report – Fairfield Inn & Suites November 28, 2017 Page 2 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. 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. BACKGROUND/HISTORY The site is located within the core area of the Cedar Grove Redevelopment District. The property was platted as an outlot in 2013, with the subdivision for the Paragon retail development and construction of the City parking garage, which is adjacent to the north of the property. The property was acquired by the Economic Development Authority pursuant to the Cedar Grove TIF District which was established in 2001 and certified in 2003. Along with much of the Cedar Grove redevelopment area, the property was zoned CGD, Cedar Grove District, in 2003. The surrounding area is designated for mixed uses and contains commercial/retail, and medium and high density residential uses. The core area is just across Nicols Road from the Cedar Grove Transit Station. The Cedar Grove Redevelopment District anticipated a mix of residential and commercial uses. The Cedar Grove Commons Special Area land use plan includes a variety of uses to shape the redevelopment area as a mixed-use, pedestrian and transit-oriented design. Medium and high density residential uses are considered conditional within the CGD zoning district. Planning Report – Fairfield Inn & Suites November 28, 2017 Page 3 EXISTING CONDITIONS The subject property is located between Cedar Grove Parkway and Eagan Outlets Parkway, with River Valley Way to the west. To the north is the public parking garage. The site is currently vacant and was graded with previous development. It is currently being used for staging of construction materials and equipment for the construction of the Hilton Home2 hotel adjacent to the east. Access to the property comes from Cedar Grove Parkway. SURROUNDING USES The property and surrounding area is zoned Planned Development and is within the Cedar Grove Special Area. The City’s Comprehensive Guide Plan designates the subject site and areas northwest of Cedar Grove Parkway for Mixed Use. A hotel, public parking garage, retail and senior apartment uses surround the site. To the south across Cedar Grove Parkway, the property is designated Medium Density residential, and is developed with multi-family, townhomes, and a City park. EVALUATION OF REQUEST Description of Proposal – The proposed development consists of a 4-story hotel with 107 rooms. The Eagan EDA is currently the owner of the subject site; Kanda City Lodging, LLC is the purchaser and developer. Access is from Cedar Grove Parkway, and is designed to be in one location shared by both the subject site and the adjacent hotel to the east. The shared driveway also provides access to and from the adjacent public parking garage. The parking garage was constructed by the Eagan EDA, and was intended for use by the development on this and the adjacent hotel parcel, as well as other properties in the core area. Planned Development and Public Benefit – The CGD zoning district was established as a tool to implement the principles of the Cedar Grove Design Framework for compact mixed-use development with an urban design that is pedestrian friendly. To this end, the CGD district establishes specific standards related to site planning, architecture, building materials, landscaping, signage and other elements. By its nature, the Cedar Grove Redevelopment District is expected to involve compact and more intense development than is the case in other areas of the City. While the CGD Zoning District permits that to occur, in order to be implemented, the details of individual developments may not align with all of the specific requirements of the Zoning District. As a consequence, the City anticipates that the developments within the district will reflect the general expectations of the Code, but will be implemented through Planned Development zoning, with the specific plans being compared to the standards of that district as well as the redevelopment goals and principles of the Cedar Grove Commons Special Area Plan of the City’s Comprehensive Guide Plan. The Planned Development zoning affords flexibility to both the applicant and the City with the objective that the mutual flexibility benefits both parties. This proposal provides for Planning Report – Fairfield Inn & Suites November 28, 2017 Page 4 development of a multi-story hotel within the Cedar Grove Redevelopment TIF District. The applicant is requesting some deviations to typical CGD requirements to accomplish development such as setbacks and signage. The applicant’s statement of public benefit says the development will provide “jobs, taxes, and additional hospitality facilities for the many national and local businesses that require lodging for travelers in addition to visitors to the Outlet Mall.” Term – Staff suggests a three-year term for this Planned Development. Compatibility with Surrounding Area – The Cedar Grove Redevelopment District anticipated a mix of residential and commercial uses, and the Cedar Grove Commons Special Area land use plan includes a variety of uses to shape the redevelopment area as a mixed-use, pedestrian and transit-oriented design. Twin Cities Premium Outlets provides a destination use, and the area contains both existing and new residential uses. The proposed Fairfield Inn & Suites provides a complementary hospitality component along with the adjacent Hilton Home2. Consistency with Comprehensive Guide Plan – State law provides for the Planning Commission to make a determination as to the consistency of the proposal with the City’s Comprehensive Guide Plan, when a City or EDA considers the sale of property to a private entity. In that regard, the question of consistency with the Comprehensive Guide Plan was considered by the Advisory Planning Commission in July 2017, prior to the EDA’s consideration of the purchase agreement for sale of the site to Kanda City Lodging, LLC. Kanda City Lodging, LLC, and the Eagan EDA have entered into a purchase agreement for the sale of the parcel described in the development action for the proposed development of a hotel on the subject site. The agreement is contingent on approval of the development proposal. Airport Compatibility – The site is located within Airport Noise Policy Zone 4 one-mile Buffer. Sec. 11.64, Aircraft Noise Zone Overlay District, applies to new construction within this area. Within the Buffer of Zone 4, transient lodging uses are considered compatible. Site Plan – The proposed Site Plan provides a porte cochere on the east end of the building for short term guest parking for drop-off, pick-up, loading and unloading near the main lobby entrance. Five accessible parking stalls are provided on site, remaining parking will be provided within the adjacent parking garage through a lease arrangement. The Purchase Agreement provides for use of parking stalls within the garage. The Site Plan calls for two outdoor patios, one near the front entrance at the corner of the building, and another in the green space adjacent to the parking garage. Trash storage is proposed within an enclosure attached to the building on the northeast corner of the site. Internal site sidewalks connect directly to the existing trail along Cedar Grove Parkway. Setbacks - The CGD zoning district establishes a minimum front yard setback of 0’ and maximum of 10’, a minimum setback of 0’ for side yards, and a minimum setback of 20’ Planning Report – Fairfield Inn & Suites November 28, 2017 Page 5 for rear yards. Parking setbacks are a minimum of 5’ on side and rear yards, and 20’ in front yards adjacent to public right-of-way. Portions of the building are proposed to exceed the front 10’ build-to line, and in the rear, a portion of the building encroaches into the 20’ minimum setback. The proposed setback from the west side yard is 5’, with a sidewalk up to the property line. On the east side, the bulk of the building is set back more than 50’ from the east property line, with the porte cochere extending out to within 5’ of the property line. Two accessible parking stalls are located in the front yard adjacent to Cedar Grove Parkway, with a 5’ setback to right-of-way, which is less than the 20’ minimum. The setback deviations are a policy matter for City officials, and can be accommodated through the Planned Development zoning. Lot Coverage/Density – CGD zoning does not specifically define density or establish a maximum building to lot area coverage ratio. This is consistent with the goal of achieving a more urban redevelopment and providing maximum flexibility for a mix of uses within the Cedar Grove District. The proposed project is 107 hotel units on 0.82 acres. The total building area is 59,093 s.f., which translates to a floor area ratio of 1.65. The building to lot area coverage ratio is 46%. Parking – City Code requires one parking stall for each room, plus one for every eight rooms. With 107 rooms in the hotel, a total of 120 parking stalls are required. The Site Plan provides for five accessible stalls within the site, with the balance in the adjacent parking garage. The EDA’s purchase agreement contemplated that the developer would utilize parking within the garage to meet the required number of parking stalls. Green Space – The CGD ordinance does not set any standard for green space, and storm drainage and water quality treatment are handled in area ponds. Site Lighting – The CGD district restricts pole lights to a maximum height of 20’. A minimum illumination of 0.5 footcandles is required in surface parking lots, with lighting averaging 1.5 footcandles. Lighting should not exceed 0.5 footcandles at the property lines, and no glare should be directed onto adjacent right-of-way or neighboring properties. The submitted Site Lighting Photometric plan appears acceptable and in conformance with these standards. Site lighting is proposed through a combination of pole mounted lights for the parking area and around the building, and recessed lights beneath the porte cochere. Lighting around the building perimeter is mounted at a 12’ ht., and the two pole fixtures in the parking area are mounted at 20’. All fixtures are LED, downcast and shielded. Building Architecture and Materials – The CGD district contains specific provisions related to building design and exterior finish materials. The proposed building includes some deviations to Planning Report – Fairfield Inn & Suites November 28, 2017 Page 6 specific design standards in the CGD zoning ordinance. The acceptability of the such deviations is a policy matter to be determined by City officials. Height - The proposed building is four stories with a roof height of approximately 41.5’, and parapets on some sections extending to 50’ in height. The building has a flat roof. The building appears to provide the minimum 30” parapet required on new construction for purposes of screening mechanical equipment. Architectural Design – The CGD zoning district established architectural design criteria for buildings more than 50’ in length. These criteria include providing horizontal and vertical offsets, recessed windows on the first floor, and use of different materials or textures to architecturally divide the façade into bays between 20’ and 40’ in width. In addition, finish materials on all sides of a building shall be treated as a front side and have the same finish materials, major materials shall be complementary colors, and use of both vertical and horizontal pattern designs in the building façade. The first floor of the building is almost exclusively brick. Materials on upper levels include Limestone panels, fiber cement siding, and EIFS. The EFIS is the signature blue color of this hotel brand and provides visual relief and contrast to the earth tones of the other materials. Brick is a primary material and ties in with other buildings throughout the Cedar Grove Redevelopment District. The building facades provide relief with various sections recessed, and set off visually with different materials. Some sections may exceed the maximum 40’ bay length specified in the CGD ordinance, which is a deviation to typical zoning standards. Building Materials – The CGD zoning district establishes that primary materials cover at least 60% of the façade, and secondary materials occupy not more than 30% of the façade. Accent materials may make up not more than 10%. Primary materials include brick, stone and glass; secondary materials may include decorative block or integrally- colored stucco. In addition, all primary and secondary materials shall be integrally colored. Cement Fiber Board is a material not specifically identified in the CGD architectural provisions. The City has previously classified Cement Fiber Board as a secondary material in the CGD district (The Flats at Cedar Grove). Synthetic stucco (EIFS) is also a secondary material, and both are permitted on upper floors only. The proposed plan provides the following materials and ratios: Brick 18% Windows/glass 15% Stone 28% Total Primary 61% EIFS (blue proto color) 18% Fiber Cement Siding 17% Total Secondary 34% Planning Report – Fairfield Inn & Suites November 28, 2017 Page 7 Door/Window Frames 5% Total Accent 5% Applying the CGD architectural standards to the proposal, the brick, stone and glass are considered primary materials (61%). The stucco and cement fiber board are considered secondary materials (34%), and the door and window frames (5%) are an accent material. The ratios are not necessarily satisfied on each elevation separately. In particular the East and North Elevations are 52% and 57% primary materials, with secondary materials (fiber cement siding and EIFS) at 41%. However, the CGD standards for primary vs. secondary materials ratios are considered satisfied when taken in the aggregate. Signage – The proposed Signage Plan consists of building wall signs; no free-standing signage is proposed. The CGD ordinance provides the following parameters for wall signage. Wall signs may be located within a 3’ sign band, between 10’ and 15’ above ground. Attached wall signage to be script letters or logo; box signs are prohibited. Building wall signage is proposed on three elevations. This exceeds the number permitted by City Code standards. The CGD zoning district allots 1.5 sq. ft. of wall signage per lineal foot of building frontage on a public street or public open space or private parking area. Thus, City Code permits building wall signs on the south and east elevations. However, the three building signs are consistent with the number approved for the adjacent Hilton Home2 Hotel. The applicant’s narrative states “the signage is appropriate for the size of the hotel and typical for the brand.” The wall signs are shown at the fourth story level of the building, more than 35’ above the ground. Also, the proposed signs range in height from 5’5” to 8’5” in height, which is taller than the 3’ sign band allotted in the CGD ordinance. These deviations are as policy matter for City officials and if acceptable, the deviations can be accommodated through the Planned Development zoning. Building Address Numbers – Building address numbers should be installed consistent with the provisions of Section 2.78 of City Code. Mechanical Equipment – Rooftop mechanical units should be shown on the plans submitted for Building Permit, with screening provided in accordance with City Code requirements. Landscaping – The CGD zoning district includes specific design standards for landscaping including placement of trees every 25’ where parking abuts the site perimeter, one overstory tree for every 500 sq. ft. of landscape area on the site, certain prohibited species and other species to be used only in certain circumstances, such as evergreen trees only in areas protected from winter wind conditions. Planning Report – Fairfield Inn & Suites November 28, 2017 Page 8 The Landscape Plan shows all green areas occupied by landscaping. A mix of shade and ornamental trees is proposed, with no evergreen trees. Foundation plantings include both deciduous and evergreen shrubs, as well as perennial plants such as daylilies, hosta and sedum. Seven existing boulevard trees will be impacted during construction. The Plans note these will be replanted after construction is complete. The one overstory tree per 500 s.f. of landscaped area results in 17 such trees required. The Landscape Plan proposes 10 shade trees and 13 ornamental trees. Because of the constrained spaces for planting, much of the site is better suited to smaller ornamental trees than larger shade trees. The applicant’s narrative offers to plant the remaining required trees on the adjacent property to the southwest, upon which the parking garage is located, if acceptable to the City. Alternatively, the ornamental trees may be accepted in lieu of shade trees at the typical equivalency of 2:1, in which case the equivalent of 16.5 shade trees in total are provided on site. Tree Preservation – The site was previously graded with the parking garage development. There are no tree preservation issues with this site. Topography/Grading –The site is open with no trees, and generally flat with elevations ranging from 819 to 813. The preliminary grading plan is acceptable. The entire site will be disturbed in preparation for the proposed building, driveway, and parking area. 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 installation of erosion/ sediment control devices, and the establishment of vegetation for the development, should have received Erosion/Sediment Control Inspector/Installer certification through the University of Minnesota, or approved equal training as determined by the City Engineer. Also, all public and private streets, drainage systems, and utilities necessary to provide service to this development should be designed and certified by a registered professional engineer in accordance with City adopted codes, engineering standards, guidelines, and policies. All public and private streets, drainage systems, and utilities necessary to provide service to this development should be designed and certified by a registered professional engineer in accordance with City adopted codes, engineering standards, guidelines, and policies. Storm Water Management/Water Quality – The entire site lies within Drainage District A (as designated in the City Storm Water Management Plan – 2007), and generally flows northwest toward Highway 13 and Pond AP-52 within Cedar Grove Boulevard and Highway 13 right-of- way. Pond AP-52 was modified as part of the City’s public improvement project (Cedar Grove Boulevard – Phase II, Project No. 1088), and will provide storm water management per City standards for this proposed development. All storm water runoff should be routed through exiting storm sewer infrastructure toward Pond AP-52. Planning Report – Fairfield Inn & Suites November 28, 2017 Page 9 Wetlands - Because there are no wetlands on site, City Code §11.67, wetland protection and management regulations, does not apply. Utilities – The preliminary utility plan is acceptable, with modifications. Trunk and lateral sanitary sewer and water main of sufficient size, depth, and capacity are available for connection to serve the development. Sanitary sewer District W (as designated in the City’s Comprehensive Sanitary Sewer Plan) serves the entire site. This development should provide hydrant spacing and locations in accordance with City Fire Department and Public Works standards. Any construction activities that damage public infrastructure should be restored by the applicant in a manner acceptable to the City Engineer. Streets/ Access/ Pedestrian Circulation – Access for the site is proposed via Cedar Grove Parkway. The 24’ wide driveway entrance would be shared with the hotel on the adjacent property (Lot 1). The driveway connects the two hotels to Cedar Grove Parkway and the city owned parking garage. A private access agreement should be required to allow access and circulation between Lots 1 and 2 in a form acceptable to the City Attorney. Pedestrian access and circulation will be provided through concrete sidewalks within the site area that connect to the parking garage and an existing trail along Cedar Grove Parkway. The Cedar Grove Parkway trail will likely be damaged during construction activities. The applicant should be responsible to reconstruct the trail along Cedar Grove Parkway in a manner acceptable to the City Engineer. No construction equipment or vehicles should use the Cedar Grove Parking Garage during development of this site; however, workers may park their personal vehicles in the garage. All perimeter construction fencing should be installed a minimum of 5’ behind the curb, or behind the trail/sidewalk if one is present. No construction staging or construction activities should occur in the right-of-way, and no lane or shoulder restrictions should occur on any adjacent roadways without prior approval by the City Engineer. 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. Street Lights – Public street lights are currently located along Cedar Grove Parkway and terminate at the property line of this development. The streets lights should be extended along Cedar Grove Parkway adjacent to the site by the applicant. Planning Report – Fairfield Inn & Suites November 28, 2017 Page 10 Easements/Permits/Right-of-Way – No additional right of way is anticipated for any of the adjacent public streets. All necessary drainage and utility easements are shown on the proposed plat. Landscaping trees should be planted in the City right-of-way between the curb and trail along Cedar Grove Parkway, by the developer, in a manner acceptable to the City Forester , and consistent with the other developed areas along Cedar Grove Parkway. The developer should obtain all outside agency permits as necessary for completion of the site improvements. Financial Obligation – At this time, there are no pending assessments on the parcels proposed for platting. Based upon a study by City staff of the financial obligations collected in the past and proposed use for the property, there are no outstanding charges to be collected at time of final subdivision or connection to the City’s utility system. Parks and Recreation – This development is responsible for park and trail dedications. The dedications will be calculated based on actual construction plans at the time of Building Permit and collected prior to release of the Building Permit. Based on the 2017 Fee Schedule, the cash park dedication is anticipated to be approximately $55,488 ($939/1,000 s.f. of bldg. at 59,093 s.f. of building). The trail dedication fee is based on net land area, at a 2017 rate of $1,289 per net acre. SUMMARY/CONCLUSION The applicant is proposing a Rezoning and Preliminary Planned Development to allow construction of a four-story 107-unit hotel within the core area of the Cedar Grove Redevelopment District. Because the proposed development is for one building constructed in a single phase, Preliminary Planned Development approval simultaneously constitutes approval of the Final Planned Development, to be documented in a forthcoming Final Planned Development Agreement. The proposed development takes access from Cedar Grove Parkway, and utilizes parking within the adjacent public garage. The site plan provides for sidewalks around the building and connections to adjacent public trails and to the garage, as well as two outdoor patio areas for hotel guests. The PD zoning provides flexibility in the application of zoning standards for mutual benefit. The developer is requesting some deviations to typical Code requirements such as for setbacks exceeding the 0’-10’ build-to line, building materials and architecture, landscaping, and signage. The appropriateness of proposed deviations as outlined in this report is a policy matter to be determined by City officials. Planning Report – Fairfield Inn & Suites November 28, 2017 Page 11 ACTION TO BE CONSIDERED To recommend approval of a Rezoning from CGD (Cedar Grove District) to PD (Planned Development) for Lot 2, Block 1, Cedar Grove Parkway 4th Addition, located along Cedar Grove Parkway between Fen Way and River Valley Way. To recommend approval of a Preliminary Planned Development for Lot 2, Block 1, Cedar Grove Parkway 4th Addition, to allow a four-story, 107-unit hotel located along Cedar Grove Parkway between Fen Way and River Valley Way. Preliminary PD approval simultaneously constitutes approval of the Final Planned Development, to be documented in a forthcoming Final Planned Development Agreement. If approved, the following conditions shall apply: 1. A Final Planned Development Agreement shall be executed for the development prior to issuance of a building permit. The following plans are necessary for the Final Planned Development Agreement:  Final Site Plan  Final Building Elevations  Final Site Lighting Plan  Final Landscape Plan  Final Signage Plan 2. Building address numbers shall be installed consistent with the provisions of Section 2.78 of City Code. 3. Rooftop mechanical units shall be shown on the plans submitted for Building Permit, with screening provided in accordance with City Code requirements. 4. Trash storage shall be located within the building or within an enclosure attached to the building and fully screened from off-site views. 5. A detailed grading, drainage, erosion, and sediment control plan shall be prepared in accordance with current City standards and codes prior to final subdivision approval. 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 construction and management of erosion/ sediment control devices, and the establishment of vegetation for the development, shall have received Erosion/Sediment Control site management certification through the University of Minnesota, or approved equal training as determined by the City Engineer Planning Report – Fairfield Inn & Suites November 28, 2017 Page 12 8. Erosion control measures shall be installed and maintained in accordance with City code and engineering standards. 9. 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. 10. This development shall provide hydrant spacing and locations in accordance with City Fire Department and Public Works standards. 11. Any construction activities that damage public infrastructure shall be restored or by the applicant in a manner acceptable to the City Engineer. 12. A private access agreement shall be required to allow access and circulation between Lots 1 and 2 in a form acceptable to the City Attorney. 13. The applicant shall be responsible to reconstruct the trail along Cedar Grove Parkway in a manner acceptable to the City Engineer. 14. No construction equipment or vehicles shall use the Cedar Grove Parking Garage during development of this site. 15. All perimeter construction fencing shall be installed a minimum of 5’ behind the curb. 16. No construction staging or construction activities shall occur in the right-of-way. 17. No lane or shoulder restrictions shall occur on any adjacent roadways without prior approval by the City Engineer. 18. 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. 19. The streets lights shall be extended along Cedar Grove Parkway adjacent to the site by the applicant. 20. Landscaping trees shall be planted in the City right-of-way between the curb and trail along Cedar Grove Parkway, by the developer, in a manner acceptable to the City Forester , and consistent with the other developed areas along Cedar Grove Parkway. Planning Report – Fairfield Inn & Suites November 28, 2017 Page 13 21. The developer shall obtain all outside agency permits as necessary for completion of the site improvements. 22. All site lighting shall be shielded and downcast, and illumination consistent with CGD zoning standards. The mounting height for site lighting shall not exceed the CDG maximum of 20 feet. OLD SIBLEY MEMORIAL HIGHWAYO L IV I N E DRGOLDTRAIL MICA TRAILDIFFLEY SERVICE RD NRAHN ROADGLENFIELD CTSILVER BELL RDSILVER BELL ROADKENNEBECDRIVESEN E CA ROA D KESILVER BELL ROADOLDSIBLEYHIGHWAYNICOLS ROADEAGANOUTLETSPKWYCEDARGROVEPKWYCEDARGROVEPKWYR A H N R O AD BLUESTONELANEBLUESTONE DRDIAMOND PTJADE PTSIBLEYCTCARNELIAN LANEJADELANEFLINT DRFLINTLANESAPPHIRE LNGARNET PTGARNET D R IVED I A M O N D D R I V EEMERALDLANEOPALDRIVE GARNETLANETOPAZ DRIVEOPAL PL.ZIRCON LANEJADELANECARNELIAN LANEBERYL ROADALDER LANELAUREL CTCALCITE DRGOLD T RAI L TURQUOISE TRAILAMETHYST LANE NICOLS ROADTESSERACT PLDOLOMITEDRBERYL ROADPUMICE POIPUMICE C T PUMICMICA TRATACONITPUMICE LANEJADE LNORTHRUBEAVERDAMROA D DURH A M CTSOUBURGCHIPMUNKCOURTC.S.A.H. NO. 30 (DIFFLEY ROAD)C.S.A.H. NO. 30WUTHERING HEIGHTS RDN IC O L S R O A D STATE T.H. NO. 13E.)STA TE T.H. N O. 77 (CEDAR AVE)STATETRUNKHIGHWAYNO.13F EN WAY R IV V LY W AYCEDAR GROVE PKWYEAGAN OUTLETS PKWYNICOLS RD/CEDAR GROVE BLVDCedarPondParkWoodhavenParkFortSnelling StateParkBridgeviewParkLocation Map01,000500Feet´§¨¦35E§¨¦494Cliff RdDiffley RdYankee Doodle RdLone Oak RdMap Area ExtentProject Name: Fairfield Inn & SuitesRequest: Rezoning; Preliminary Planned Development; Final Planned DevelopmentCase Nos.: 19-RZ-10-10-17 19-PD-03-10-17 19-FD-10-10-17 Subject Site Cedar Grove Parkway100 050 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 2016Project: Fairfield Inn & SuitesRequest: Rezoning; Prelim. Planned Development Case Nos.: 19-RZ-03-10-17; 19-FD-10-10-17 3" Maple3" Maple3" Maple3" Maple3" Maple3" Maple3" Maple3" MapleConcretencncnnccncoereSidewalkkkkwewwewwewewwlkwBituminous PathtthPPaPusnnooumminumBBittuB 7373(No pipe size given)9" V.C.P.8" D.I.P.Abandoned WatermainN57°32'43"E 256.94N32°27' 1 0" W 1 4 0. 3 7S56°55'51"W 256.96S32° 2 7' 1 7"E 1 3 7. 6 2 10 10 5510 105 5Drainage & Utility Easement per plats ofCedar Grove Parkway 2nd & 4th AdditionDrainage & Utility Easement per plats ofCedar Grove Parkway 2nd & 4th Addition25251535 Ingress a n d Egr ess Ease me nt p er Doc. N o. 3 0 6 8 4 0 7 (P arc el 2) 888888 8Trail Easement perDoc. No. 3068408(Public R/W)Parcel 1Drainage & Utility Easement per plats ofCedar Grove Parkway 4th AdditionRLS 43133Mag NaililNagNNMMaaggMIllegible CapSet Mag NailArea U n d er Co nstr ucti o n No BuildingsRetaining Wall4.5 12.14.5 12.1 USER: DBall XREF(s): dakpls.dwg dakota-plats.dwgSCALE: 0 DATE/TIME: Sep 13, 2017 - 8:55amFILE: P:\2017\17-081 - 3949 Cedar Grove Parkway\CAD\DWG\SURVEY\17-081 - Cedar Grove Parkway_ALTA.dwg LAYOUT: ALTA952-829-0700 952-829-7806 fax7510 Market Place Drive Eden Prairie, MN 5534417-081DRBPAT/RLSDESCRIPTION OF PROPERTY SURVEYEDParcel 1:Lot 2, Block 1, Cedar Grove Parkway 4th Addition, according to the recorded plat thereof, Dakota County, Minnesota.Abstract PropertyParcel 2:Non-exclusive easement for ingress and egress purposes over a portion of Lot 1, Block 1, Cedar Grove Parkway 4th Addition, as contained in the Declaration of Ingress and Egress Easements datedApril 21, 2015, recorded May 22, 2015, as Document No. 3068407.ALTA/NSPS Land Title Survey Notes/y(numbered per Table A)1.Bearings are based on the Dakota County Coordinate System.2. Site Address: 3949 Cedar Grove Parkway, Eagan, Minnesota.3.ThispropertyiscontainedinZoneX(areadeterminedtobeoutsidethe0.2%annualchance floodplain)perFloodInsuranceRateMap,CommunityPanelNo.27037C0080E,effectivedate of December 2, 2011.4. The Gross land area is 35,713 +/- square feet or 0.8199 +/- acres.7(a). There are no buildings on the subject property.8. Substantial features observed in the process of conducting the fieldwork are shown hereon.9. There are no parking stalls on the subject property.11. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utilitycompanies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for thissite. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information isrequired, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on thesubject property.SURVEY REPORT1.Thismapandreportwasprepared with thebenefitofaCommitmentforTitleInsurance issuedbyFirstAmericanTitleInsuranceCompany,FileNo.NCS-860950-MPLS,datedAugust8, 2017. We note the following with regards to Schedule B of the herein referenced Title Commitment:a. Item no.'s 1-10 and 15 are not survey related.b. The following are numbered per the referenced title Commitment:11. Drainage and utility easements as shown on the plat of Cedar Grove Parkway 2nd Addition dated September 10, 2013, recorded September 17, 2013 as Document No. 2976431. As shown hereon.12. Drainage and utility easements as shown on the plat of Cedar Grove Parkway 4th Addition dated October 7, 2014, recorded November 20, 2014 as Document No. 3039726. As shown hereon.13. Terms, conditions and easement for ingress and egress purposes as contained in the Declaration of Ingress and Egress Easements dated April 21, 2015, recorded May 22, 2015 as Document No. 3068407. As shown hereon in the northeasterly portion of the subject property.14. Easement for sidewalk and/or trail purposes, including any incidental rights, as contained in the Trail Easement dated April 21, 2015, recorded May 22, 2015 as Document No. 3068408. As shown hereon in the southeasterly portion of the subject property.OVERHEAD UTILITIESFIBER OPTIC SANITARY SEWERSTORM SEWERTELEPHONE LINECABLE LINE WATERMAINELECTRIC LINEGASMAINCHAINLINK FENCELINEGUARDRAILSIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERTRAFFIC LIGHTELECTRICAL METERWATER METERWOODEN FENCELINEWATER MANHOLEWATER VALVEBARBED WIRE FENCEAIR CONDITIONERBOLLARDCB BEEHIVESOIL BORINGCLEAN OUTCATCH BASINELECTRIC BOXHANDHOLEELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONLinetype & Symbol Legendyp y gPOWER POLEBLOCK RET WALLUTILITY MANHOLEALTA CERTIFICATIONTo: Eagan Economic Development Authority, a public body corporate and politic and a political subdivision of the State of Minnesota; Kanda City Lodging, LLC, a Minnesota limited liabilitycompany; and First American Title Insurance Company:This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land TitleSurveys, jointly established and adopted by ALTA and NSPS, and includes Items 1,2, 3, 4, 7(a), 8, 9, and 11 of Table A thereof. The field work was completed on September 1, 2017.Dated this 13th day of September, 2017.________________________________________________________Rory L. Synstelien Minnesota License No. 44565rory@htpo.comMINNESOTA CERTIFICATIONI hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota.Dated this 13th day of September, 2017.________________________________________________________Rory L. Synstelien Minnesota License No. 44565rory@htpo.com___Seepptepemmmbbbbbbmmmmemm_________________________epptepemmmmmmbbbbbbbmmmmm__________ SCALE IN FEET04020ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved: Book / Page:Phase: Initial Issue:ClientKANDA CITYLODGING, LLC.813 GREAT OAKS TRAILEAGAN, MN 55123FAIRFIELD INN& SUITESEAGAN, MN3949 CEDAR GROVE PARKWAYBJL JMWMJCPRELIMINARY10/18/20172086110/18/17 Preliminary/Final PlannedDevelopment Submittal11/01/17 Plan ResubmittalNOT FOR CONSTRUCTIONSANITARY SEWERSTORM SEWERWATERMAINFLARED END SECTIONELECTRIC TRANSFORMERTELEPHONE PEDESTALEASEMENT LINESETBACK LINEBUILDING LINEBUILDING CANOPYCONCRETE CURBLEGENDUNDERGROUND TELEPHONEUNDERGROUND GASSPOT ELEVATIONCONTOURSURVEY NOTES1. SUBJECT PROPERTY ADDRESS IS 3949 CEDAR GROVE PARKWAY.2. THE GROSS AREA OF THE SUBJECT PROPERTY IS 0.820 ACRES OR 35,713 SQUARE FEET.3. EXISTING IMPERVIOUS AREA: 0.03 ACRES OR 1,372 SQUARE FEET.EXISTING PERVIOUS AREA: 0.79 ACRES OR 34,341 SQUARE FEET.1. THE BEARING SYSTEM IS BASED ON THE DAKOTA COUNTY COORDINATE SYSTEM, NAD83 (1986ADJUST). WITH AN ASSUMED BEARING OF N57°32'43"E FOR THE NORTHWESTERLY LINE OF LOT 2,BLOCK 1, CEDAR GROVE PARKWAY 4TH ADDITION.2. THE INFORMATION SHOWN ON THIS SHEET IS A COMPILATION OF INFORMATION PROVIDED BYOTHERS. SAMBATEK HAS NOT CONDUCTED ANY FIELD DATA COLLECTION ON THIS PROPERTY.DESCRIPTIONPROPERTY SUMMARYLot 2, Block 1, Cedar Grove Parkway 4th Addition, according to the recorded plat thereof, Dakota County,Minnesota.Abstract Property Nov 01, 2017 - 9:55am - User:blucas L:\PROJECTS\20861\CAD\Civil\Sheets\20861-C2-EXCND.dwgC2.01EXISTINGCONDITIONS &REMOVALSREMOVE EXISTINGREMOVE EXISTING TREEREMOVE EXISTING BUILDINGREMOVE EXISTING CONCRETE PAVEMENTREMOVE EXISTING BITUMINOUS PAVEMENTSAW CUT EXIST BITUMINOUS PAVEMENTREMOVE EXIST CONCRETE CURBREMOVE EXISTING UTILITY LINEREMOVE EXISTING LANDSCAPING SCALE IN FEET04020 Nov 01, 2017 - 9:55am - User:blucas L:\PROJECTS\20861\CAD\Civil\Sheets\20861-C3-SITE.dwgC3.01SITE LAYOUTPRELIMINARYDEV PLANFINAL DEV PLANProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved: Book / Page:Phase: Initial Issue:ClientKANDA CITYLODGING, LLC.813 GREAT OAKS TRAILEAGAN, MN 55123FAIRFIELD INN& SUITESEAGAN, MN3949 CEDAR GROVE PARKWAYBJL JMWMJCPRELIMINARY10/18/201720861Registration No.Date:I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.10/18/201726254Michele J. Caron10/18/17 Preliminary/Final PlannedDevelopment Submittal11/01/17 Plan ResubmittalNOT FOR CONSTRUCTIONAREASITE AREABUILDING AREABUILDING COVERAGEEXISTING IMPERVIOUS AREAEXISTING PERVIOUS AREAPROPOSED IMPERVIOUS AREAPROPOSED PERVIOUS AREABUILDING SETBACKSFRONT YARDREAR YARDSIDE YARDPARKING SETBACKSFRONT YARDREAR YARDSIDE YARDZONINGEXISTING ZONINGPROPOSED ZONINGPARKINGPARKING STALLS REQUIREDADA STALLS PROVIDED1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED.3. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATERDRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB.COORDINATE WITH GRADING CONTRACTOR.4. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.5. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED.6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFEXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCELOCATIONS.7. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS8. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHTPOLE.9. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS.10. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPEOF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THEMAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2.08%(1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADAROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFYTHE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUSTHE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR.11. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY.LEGENDEASEMENTCURB & GUTTERBUILDINGRETAINING WALLSAWCUT LINENUMBER OF PARKINGSTALLS PER ROWSIGNPIPE BOLLARDSTANDARD DUTYASPHALT PAVINGHEAVY DUTYASPHALT PAVINGCONCRETE PAVINGPROPERTY LIMITEXISTINGPROPOSEDKEY NOTEDEVELOPMENT SUMMARYDEVELOPMENT NOTESKEY NOTESWETLAND LIMITSTREELINEA. BUILDING, STOOPS, STAIRS SEE ARCHITECTURAL PLANSB. B-612 CONCRETE CURB AND GUTTERC. B-618 6CONCRETE CURB AND GUTTERD. CONCRETE APRONE. FLAT CURB SECTIONF. CURB STOPG. ACCESSIBLE RAMPH. ACCESSIBLE STALL STRIPINGI. ACCESSIBLE PARKING SIGNJ. TRANSFORMERK. CONCRETE SIDEWALKL. TRASH ENCLOSUREM. PARALLEL ACCESSIBLE RAMP35,713 SF 0.82 AC16,500 SF 0.38 AC46%1,372 SF 0.03 AC34,341 SF 0.79 AC27,272 SF 0.63 AC8,441 SF 0.19 AC0-10 FEET 20 FEET MIN 0 FEET MIN5 FEET MIN5 FEET MIN5 FEET MINCGDPD120 STALLS5 STALLSTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.CONCRETE SIDEWALK SCALE IN FEET04020 Nov 01, 2017 - 9:55am - User:blucas L:\PROJECTS\20861\CAD\Civil\Sheets\20861-C4-GRADE.dwgC4.01GRADING PLANProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved: Book / Page:Phase: Initial Issue:ClientKANDA CITYLODGING, LLC.813 GREAT OAKS TRAILEAGAN, MN 55123FAIRFIELD INN& SUITESEAGAN, MN3949 CEDAR GROVE PARKWAYBJL JMWMJCPRELIMINARY10/18/201720861Registration No.Date:I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.10/18/201726254Michele J. Caron10/18/17 Preliminary/Final PlannedDevelopment Submittal11/01/17 Plan ResubmittalNOT FOR CONSTRUCTION1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE.2. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTERIN” CURB.3. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF2.08% (1:48). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THEFIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THEGRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR.4. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTORWILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FORCONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDEDTO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.6. CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETEDBY THE OWNER'S SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY:COMPANY: BRAUN INTERTECADDRESS: 11001 HAMPSHIRE AVE S, MPLS, MN 55438PHONE: 952-995-2000DATED: AUGUST 15, 2017CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT.7. CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION.8. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AND PARKING AREA SUBGRADE. CONTRACTOR SHALL PROVIDE A LOADED TANDEMAXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILSENGINEER. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER.9. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE ANDIMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER.10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONALSIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OFTRANSPORTATION STANDARDS.11. EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BEA RESTRICTED AREA. CONTRACTOR SHALL PROTECT TREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES AND EXTREME CAUTIONSHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'SEQUIPMENT, CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULDCONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZEANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TOTHE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE.11.a. RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL VEGETATION WITHIN THE RESTRICTED AREAS SHALLREMAIN.11.b. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTEDTO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER.11.c. ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING, EQUIPMENT ORMACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY “WASHOUT” OR OTHER TOXIC MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOILSTOCKPILING WILL BE IN AN AREA DETERMINED ON-SITE BY THE ENGINEER.11.d. ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL. AT NOTIME SHALL THIS FENCING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN IT. FINAL PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE ANY WORKCOMMENCES ON-SITE.11.e. BEFORE COMMENCING WITH ANY EXCAVATION CONTRACTOR SHALL COMPLETE ALL PREPARATORY WORK REGARDING TREE REMOVAL, ROOT PRUNING, TREE PRUNING AND STUMPREMOVAL TO THE SATISFACTION OF THE OWNER.11.f. PREPARATORY WORK SHALL INCLUDE THE FOLLOWING AND SHALL BE COMPLETED UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE:11.f.a. TREE REMOVAL: CONTRACTOR SHALL FELL THE TREES. AT NO TIME SHALL TREES BE BULLDOZED OUT, BUT SHALL BE CUT DOWN AND STUMPS REMOVED SEPARATELY. PRIOR TOTHE FELLING OF ALL TREES, PROPER REMOVAL OF A PORTION OR ALL OF THE CANOPY SHALL BE COMPLETED SO THAT TREES IN THE RESTRICTED AREAS SHALL NOT BE INJURED INTHE PROCESS.11.f.b. ROOT PRUNING: BEFORE ANY STUMPS ARE TO BE REMOVED, ALL ROOTS SHALL BE SEVERED FROM ROOTS IN THE RESTRICTED AREAS BY SAW CUTTING WITH A VERMEERDESIGNED FOR ROOT PRUNING, BY HAND, OR WITH A CHAINSAW. TREE ROOTS PROJECTING INTO THE CONSTRUCTION ZONE SHALL BE EXPOSED PRIOR TO ROOT PRUNING WITHSMALL MACHINERY, I.E..., BOBCAT.11.f.c. STUMP REMOVAL: AT SUCH TIME THAT ROOTS HAVE BEEN PROPERLY SEVERED, STUMPS MAY BE REMOVED. WHERE REMOVAL OF CERTAIN STUMPS COULD CAUSE DAMAGE TOEXISTING PROTECTED TREES, TREE STUMPS SHALL BE GROUND OUT. ALL STUMP REMOVAL SHALL BE UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE.11.f.d. TREE PRUNING: PROPER PRUNING OF TREES IN THE RESTRICTED ZONE SHALL BE DIRECTED BY AND SUPERVISION AT ALL TIMES BY THE OWNER'S REPRESENTATIVE.11.g. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD.11.h. MULCH RATHER THAN SEED OR SOD WILL BE USED AT THE BASE OF QUALITY TREES TO A PERIMETER DETERMINED BY THE OWNER'S REPRESENTATIVE. AREAS TO BE SEEDED FOREROSION CONTROL PURPOSES WITHIN THE CONSTRUCTION ZONE ARE TO BE DETERMINED BY THE OWNER'S REPRESENTATIVE. NATURAL GROUND COVER WILL BE MAINTAINEDWHEREVER POSSIBLE.11.i. THE USE OF RETAINING WALLS NEAR TREES, IN ADDITION TO THOSE REQUIRED ON THE PLANS SHALL BE DETERMINED IN THE FIELD, BASED ON TREE LOCATIONS AND TOPOGRAPHY.12. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FORRESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. CONTRACTOR SHALLSUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.13. TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, CONTRACTOR SHALL COMPLETE “TRENCH BORROW” EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TOOBTAIN STRUCTURAL MATERIAL. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALLCOMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOTVERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHEDGRADE ELEVATION, AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2. SNOWFENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1).14. FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTHFINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTINGGRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVEBECOME RUTTED, ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THANORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.15. TOLERANCES15.a. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION ATANY POINT WHERE MEASUREMENT IS MADE.15.b. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATIONOF ANY POINT WHERE MEASUREMENT IS MADE.15.c. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.15.d. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.16. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREASELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.17. CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ONEROSION AND SEDIMENT CONTROL “SITE MAP”. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. CONTRACTOR SHALL POSTWHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY.18. FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES AND DATA SHEET 79G.902.5X902SPOT ELEVATIONCONTOURRIP RAPOVERFLOW ELEV.CURB & GUTTERBUILDINGRETAINING WALLPROPERTY LIMITEXISTINGPROPOSEDLEGENDWETLAND LIMITSTREELINESTORM SEWERSOIL BORINGSGRADING NOTESDRAINTILEEOF902.5DTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS. SCALE IN FEET04020 Nov 01, 2017 - 9:55am - User:blucas L:\PROJECTS\20861\CAD\Civil\Sheets\20861-C5-EROS.dwgC5.01PHASE IEROSIONCONTROL PLANProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved: Book / Page:Phase: Initial Issue:ClientKANDA CITYLODGING, LLC.813 GREAT OAKS TRAILEAGAN, MN 55123FAIRFIELD INN& SUITESEAGAN, MN3949 CEDAR GROVE PARKWAYBJL JMWMJCPRELIMINARY10/18/201720861Registration No.Date:I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.10/18/201726254Michele J. Caron10/18/17 Preliminary/Final PlannedDevelopment Submittal11/01/17 Plan ResubmittalNOT FOR CONSTRUCTIONTEMPORARY STABILIZATION MEASURES(SEED, MULCH, MATS OR BLANKETS ASOUTLINED IN THE SWPPP)TEMPORARY STORAGE AND PARKING AREADIRECTION OFOVERLAND FLOWTEMPORARY DIVERSIONDITCHLIMITS OF DRAINAGESUB-BASININLET PROTECTION DEVICE 1INLET PROTECTION DEVICE 2TEMPORARY STONECONSTRUCTION ENTRANCETEMPORARY SEDIMENT BASINLIMITS OF DISTURBANCEOVERFLOW ELEV.CONTOURRIP RAPCHECK DAMSILT FENCESOIL BORINGSEXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDRAINTILESOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULECONSTRUCTION SEQUENCEJAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUNTEMPORARY CONTROL MEASURESSTRIP & STOCKPILE TOPSOILROUGH GRADE / SEDIMENT CONTROLTEMPORARY CONSTRUCTION ROADSFOUNDATION / BUILDING CONSTRUCTIONSITE CONSTRUCTIONPERMANENT CONTROL STRUCTURESFINISH GRADINGLANDSCAPING / SEED / FINAL STABILIZATIONSTORM FACILITIESNOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULETHE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTILTHE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP,INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THENOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALLREVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THERECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.TSMTSSBEROSION CONTROL MATERIALSQUANTITIESITEM UNITQUANTITYSILT FENCE LINEAR FEET 420SILT DIKE LINEAR FEET 0BIO-ROLL LINEAR FEET 0CONSTRUCTION ENTRANCE UNIT1INLET PROTECTION DEVICE (IP-1)UNIT1INLET PROTECTION DEVICE (IP-2)UNIT2SILT DIKEBIO-ROLLLEGENDNOTE TO CONTRACTORIP-1EOF902.5DTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.902* REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCENOTES, LOCATION MAPS, AND STANDARD DETAILS SCALE IN FEET04020 Nov 01, 2017 - 9:55am - User:blucas L:\PROJECTS\20861\CAD\Civil\Sheets\20861-C5-EROS.dwgC5.02PHASE IIEROSIONCONTROL PLANProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved: Book / Page:Phase: Initial Issue:ClientKANDA CITYLODGING, LLC.813 GREAT OAKS TRAILEAGAN, MN 55123FAIRFIELD INN& SUITESEAGAN, MN3949 CEDAR GROVE PARKWAYBJL JMWMJCPRELIMINARY10/18/201720861Registration No.Date:I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.10/18/201726254Michele J. Caron10/18/17 Preliminary/Final PlannedDevelopment Submittal11/01/17 Plan ResubmittalNOT FOR CONSTRUCTIONTEMPORARY STABILIZATION MEASURES(SEED, MULCH, MATS OR BLANKETS ASOUTLINED IN THE SWPPP)TEMPORARY STORAGE AND PARKING AREADIRECTION OFOVERLAND FLOWTEMPORARY DIVERSIONDITCHLIMITS OF DRAINAGESUB-BASININLET PROTECTION DEVICE 1INLET PROTECTION DEVICE 2TEMPORARY STONECONSTRUCTION ENTRANCETEMPORARY SEDIMENT BASINLIMITS OF DISTURBANCEOVERFLOW ELEV.CONTOURRIP RAPCHECK DAMSILT FENCESOIL BORINGSEXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDRAINTILESOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULECONSTRUCTION SEQUENCEJAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUNTEMPORARY CONTROL MEASURESSTRIP & STOCKPILE TOPSOILROUGH GRADE / SEDIMENT CONTROLTEMPORARY CONSTRUCTION ROADSFOUNDATION / BUILDING CONSTRUCTIONSITE CONSTRUCTIONPERMANENT CONTROL STRUCTURESFINISH GRADINGLANDSCAPING / SEED / FINAL STABILIZATIONSTORM FACILITIESNOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULETHE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTILTHE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP,INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THENOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALLREVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THERECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.TSMTSSBEROSION CONTROL MATERIALSQUANTITIESITEM UNITQUANTITYSILT FENCE LINEAR FEET 305SILT DIKE LINEAR FEET 0BIO-ROLL LINEAR FEET 0CONSTRUCTION ENTRANCE UNIT1INLET PROTECTION DEVICE (IP-1)UNIT 4INLET PROTECTION DEVICE (IP-2)UNIT 3SILT DIKEBIO-ROLLLEGENDNOTE TO CONTRACTORIP-1EOF902.5DTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.902* REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCENOTES, LOCATION MAPS, AND STANDARD DETAILS SCALE IN FEET04020 Nov 01, 2017 - 9:56am - User:blucas L:\PROJECTS\20861\CAD\Civil\Sheets\20861-C6-UTIL.dwgC6.01UTILITY PLANProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved: Book / Page:Phase: Initial Issue:ClientKANDA CITYLODGING, LLC.813 GREAT OAKS TRAILEAGAN, MN 55123FAIRFIELD INN& SUITESEAGAN, MN3949 CEDAR GROVE PARKWAYBJL JMWMJCPRELIMINARY10/18/201720861Registration No.Date:I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.10/18/201726254Michele J. Caron10/18/17 Preliminary/Final PlannedDevelopment Submittal11/01/17 Plan ResubmittalNOT FOR CONSTRUCTIONTELEPHONEELECTRICGAS LINEFORCEMAIN (SAN.)EASEMENTWATERMAINSANITARY SEWEREXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDRAINTILEDSSSLSLEGENDUTILITY CONSTRUCTION NOTESTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.1. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE"STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESESPECIFICATIONS.1.1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS.1.2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TOOR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THECITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OFSERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR.1.3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF 10-FEETBETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN(BUILDING, STORM AND SANITARY) CROSSINGS.2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN.2.1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY.2.2. ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTED OTHERWISE.2.2.1. ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TOASTM D2665.2.3. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESS NOTED OTHERWISE.2.3.1. ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN.2.3.2. PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAINJOINTS PER CITY STANDARDS.2.4. ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL REINFORCED CONCRETE PIPEWITH WATER TIGHT GASKETS, UNLESS NOTED OTHERWISE.2.4.1. ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVC SCH 40CONFORMING TO ASTM D2665.2.5. RIP RAP SHALL BE Mn/DOT CLASS 3.3. COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITHMECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION.4. ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR LESS COVER ARETO BE INSULATED FROM BUILDING TO POINT WHERE 5-FEET OF COVER IS ACHIEVED.5. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENTPROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELDSOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THECONSTRUCTION PHASES OF THIS PROJECT.6. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTIONPRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THEJOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK.THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OFCONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OFCONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.7. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTIONSHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACEDBENEATH THE SOD.8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICESSUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THEMOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TOAPPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.9. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THEPURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THESOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OFTHE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILSTESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER.A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY:COMPANY: BRAUN INTERTECADDRESS: 1101 HAMPSHIRE AVE S, MPLS, MN 55438PHONE: 952-995-2000DATED: AUGUST 15, 2017CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT.10. CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASINSTRUCTURES TO ______________. CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWINGREVIEW.11. CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOREACH STORM SEWER STRUCTURE. SCALE IN FEET04020 Nov 01, 2017 - 10:07am - User:wdelaney L:\PROJECTS\20861\CAD\Civil\Sheets\20861-L1-LAND.dwgL1.01LANDSCAPEPLANProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved: Book / Page:Phase: Initial Issue:ClientKANDA CITYLODGING, LLC.813 GREAT OAKS TRAILEAGAN, MN 55123FAIRFIELD INN& SUITESEAGAN, MN3949 CEDAR GROVE PARKWAYBJL JMWMJCPRELIMINARY10/18/20172086110/18/17 Preliminary/Final PlannedDevelopment Submittal11/01/17 Plan ResubmittalNOT FOR CONSTRUCTIONLANDSCAPE LEGEND 123STEEL EDGER4CITY LANDSCAPE CODELANDSCAPE LEGENDDOUBLE SHREDDED HARDWOOD MULCH2.5" DRESSER TRAP ROCK OVER COMMERCIAL WEED BARRIER FABRICSOD 123STEEL EDGER4LIST CODE HERELANDSCAPED AREA = 8441 SF / 500 = 17 OVERSTORY TREES REQUIREDPLANT TYPEREQUIREDPROVIDEDSHADE TREES 17 10EVERGREEN TREES 0 X ORNAMENTAL TREES 0 13CITY LANDSCAPE CODETREES CODE BOTANICAL NAME / COMMON NAME CONT CAL QTYSG Acer freemanii `Sienna Glen` / Sienna Glen Maple B & B 2.5"Cal3DPBetula platyphylla `Fargo` TM / Dakota Pinnacle Birch B & B 2"Cal9HLGleditsia triacanthos `Skyline` / Skyline Honey Locust B & B 2.5"Cal4RPQuercus robur x bicolor `Long` / Regal Prince Oak B & B 2.5"Cal1BLTilia americana `Boulevard` / Boulevard Linden B & B 2.5"Cal2ORN. TREES CODE BOTANICAL NAME / COMMON NAME CONT CAL QTYSS Malus x `Spring Snow` / Spring Snow Crab Apple B & B 2"Cal1JLSyringa reticulata / Japanese Tree Lilac B & B 2"Cal3SHRUBS CODE BOTANICAL NAME / COMMON NAME CONTH` X W`QTYBC Aronia melanocarpa `Autumn Magic` / Autumn Magic Black Chokeberry5 gal3BHDiervilla lonicera / Dwarf Bush Honeysuckle5 gal15LHHydrangea paniculata `Jane` / Little Lime Hydrangea5 gal 7AJJuniperus horizontalis `Compacta` / Andorra Compact Juniper5 gal18TS Spiraea betulifolia `Tor` / Birchleaf Spirea5 gal 28GRASSES CODE BOTANICAL NAME / COMMON NAME CONTH` X W`QTYKFG Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass1 gal 24PERENNIALS CODE BOTANICAL NAME / COMMON NAME CONTH` X W`QTYBDLHemerocallis x `Baja` / Baja Daylily1 gal 39GUH Hosta x `Guacamole` / Plantain Lily1 gal 53AFS Sedum x `Autumn Fire` / Autumn Fire Sedum1 gal 39PLANT SCHEDULE Nov 01, 2017 - 10:07am - User:wdelaney L:\PROJECTS\20861\CAD\Civil\Sheets\20861-L1-LAND.dwgL1.02LANDSCAPEDETAILSProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved: Book / Page:Phase: Initial Issue:ClientKANDA CITYLODGING, LLC.813 GREAT OAKS TRAILEAGAN, MN 55123FAIRFIELD INN& SUITESEAGAN, MN3949 CEDAR GROVE PARKWAYBJL JMWMJCPRELIMINARY10/18/20172086110/18/17 Preliminary/Final PlannedDevelopment Submittal11/01/17 Plan ResubmittalNOT FOR CONSTRUCTIONGENERAL NOTES:1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTINGCONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK.2. THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPEARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES,REGULATIONS, AND PERMITS GOVERNING THE WORK.4. THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS ANDSITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/ORREPLACED AT NO ADDITIONAL COST TO THE OWNER.5. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FORPROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING. CONTRACTORSHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFYTHE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION.6.THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION ANDPLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE.7. THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHTNEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITECONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TOBEGINNING OF WORK.8. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST.QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE.CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.9. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES.10. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALLCONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETYFENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING.11. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED.12. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION.PLANTING NOTES:1. NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEENCOMPLETED IN THE IMMEDIATE AREA.2. A GRANULAR PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT THEMANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT INSTALLATION.3. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK,"ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALLCONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS.4. OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES.5. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BECONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND.6. PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS.7. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTSSPECIFIED.8. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMEDUNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION.9. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BYTHE LANDSCAPE ARCHITECT.10. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS ATSPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THELANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIORTO INSTALLATION.11. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED.12. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHERDELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED ASROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERYON-SITE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR SHRUB BEDS,AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TOCOMPLETE THE WORK SHOWN ON THE PLAN.14. USE ANTI-DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAFAND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALLEVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTYPERIOD.14. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAMCONTAINING A LIBERAL AMOUNT (4% MIN.) OF HUMUS AND CAPABLE OF SUSTAININGVIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE BSELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES,CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDSINCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED IN A 6" LAYER ANDROTO-TILLING IT INTO THE TOP 12" OF SOIL AT A 1:1 RATIO.ANY PLANT STOCK NOT PLANTEDON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOTMAINTAINED IN THIS MANNER WILL BE REJECTED.15. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 -NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OFREPLACEMENT INCLUDING LABOR AND PLANTS.16. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNEDDELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS INADVANCE OF BEGINNING PLANT INSTALLATION.17. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT INOFF-SEASONS ENTIRELY AT HIS/HER RISK. DECIDUOUS17.1.POTTED PLANTS: 4/1 - 6/1; 9/21 - 11/117.2.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/117.3.EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/117.4.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 17.5.TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/2017.6.NATIVE MIX SEEDING: 4/1 - 7/20; 9/20-10/2018. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE.PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THEPLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVEOF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING,REMOVAL OF DEAD MATERIALS, RE-SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS INA PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCERESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FORKEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD.19. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTALACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITHMATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGENDSPECIFICATIONS.20. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTSONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BYINDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIORTO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARYARRANGEMENTS FOR WATER.TURF NOTES:TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONSOF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW:1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 4" OF TOPSOIL PRIOR TOINSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL,AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 12" INCHES IN ANY DIMENSION.2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOWSURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC.3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ONSLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY.4. TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING,MULCHING AND FERTILIZING. SEED MIXTURE NO.25-121 (FORMERLY MnDOT 240) WILL BEPLACED AT THE RATE OF 70 POUNDS PER ACRE.5. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, ANDWATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR INDRAINAGE SWALES INSTALL EROSION CONTROL BLANKET.6. ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH,AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 ORIN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET.IRRIGATION NOTES:1. IRRIGATION SYSTEM TO BE DESIGN/BUILD. CONTRACTOR TO SUBMIT SHOP DRAWINGSFOR APPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION.2. ALL SOD TO RECEIVE SPRAY OR ROTOR IRRIGATION HEADS WITH MINIMUM DESIGN OF1" IRRIGATION PER WEEK.3. ALL PLANT BEDS TO RECEIVE DRIP LINE IRRIGATION , WITH A MINIMUM DESIGN OF .25"IRRIGATION PER WEEK.4. CONTRACTOR TO INSTALL A TOTAL OF 4 QUICK COUPLERS AT THE CORNERS OF THEPROPERTY. A 2.5" TYPE K SOURCE PIPE IS PROVIDED BY MECHANICAL.NOTESTREE PLANTING DETAILNTSPROVIDE & INSTALL RODENT PROTECTION1/2" HARDWIRE CLOTH, MESH CYLINDER, 8" DIA ORGREATER X 36" HT.. STAKE IN PLACEINSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OFTHE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROMTOP OF ROOT BALL TO EXPOSE 1ST 1/2" OR LARGER MAINORDER ROOT IF NEEDED. SET ROOT BALL WITH MAINORDER ROOT 1" ABOVE ADJACENT GRADE. DO NOTCOVER TOP OF ROOT BALL WITH SOIL.PLACE NO MULCH IN CONTACT WITH TREE TRUNKREMOVE BURLAP, TWINE, ROPE AND WIRE FROMTOP HALF OF ROOT BALLBUILD 4" HIGH EARTH SAUCER BEYOND EDGE OFROOT BALLEDGE CONDITION VARIESPLACE ROOT BALL ON UNDISTURBED ORCOMPACTED SOILSCARIFY SIDES OF TREE PIT WITH SPADE BY HANDTO BIND WITH PREPARED SOILPLANTING SOIL, REFER TO SPECIFICATIONS, COMPACT TO 85%OF MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOTPRESSURE SO THAT ROOT BALL DOES NOT SHIFTDIG PLANTING PIT 4" TO 6"DEEPER THAN ROOT BALLUNDISTURBEDSUBGRADENOTE:CONTRACTOR SHALL MAINTAIN TREES IN A PLUMBPOSITION THROUGHOUT THE WARRANTY PERIOD. IFSTAKING IS REQUIRED BY SITE CONDITIONS,CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1"WEBBING AROUND TRUNK OF THREE (NO WIRE ORCABLING TO BE USED)WRAP TREE TRUNKS ONLY UPON APPROVAL BYLANDSCAPE ARCHITECT111SHRUB PLANTING DETAIL2NTSINSTALL 2" LAYER OF MULCH, DO NOT PLACE INCONTACT W/ SHRUB STEMAPPLY PRE-EMERGENT HERBICIDEEDGE CONDITION VARIESEDGER, REFER TO PLAN AND SPECIFICATIONLOOSEN ROOTS OF CONTAINER GROWN PLANTSEXCAVATE PLANT BED MIN. 4" DEEPER THANROOT BALL HT.SCARIFY SIDES AND BOTTOM OF PLANTING BEDWITH SPADEUNDISTURBED SUBGRADE2PERENNIAL PLANTING DETAILNTSINSTALL 1" LAYER OF SHREDDED HARDWOOD MULCH OR 2"LAYER OF FINELY SHREDDED HARDWOOD MULCH. DO NOTPLACE IN CONTACT WITH PLANTEDGE CONDITION VARIESEDGER, REFER TO PLAN AND SPECIFICATIONLOOSEN ROOTS OF CONTAINER GROWN PLANTSPLANTING SOILSCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADEUNDISTURBED SUBGRADENOTE:REFER TO EXTERIOR PLANTING SPECIFICATION3 M-1MH: 12M-1MH: 12M-1MH: 12M-1MH: 12M-1MH: 12M-1MH: 12M-1MH: 12H-1MH: 15H-1MH: 15H-1MH: 15H-1MH: 15P-1MH: 20P-1MH: 201.31.11.2 1.01.2 1.31.50.71.7 1.71.0 0.72.01.51.0 0.81.71.81.10.71.6 2.1 3.31.43.2 3.5 1.8 2.8 3.31.71.21.4 1.71.3 0.8 0.61.51.8 1.6 1.0 0.81.6 1.3 1.61.71.0 0.71.6 0.8 0.91.1 1.5 1.40.60.82.7 4.8 6.2 4.6 2.5 2.3 4.0 5.3 4.6 2.64.8 2.7 2.5 4.35.55.2 3.23.4 1.81.73.1 4.2 3.8 2.51.3 1.9 2.2 1.6 0.9 0.9 1.5 2.1 1.8 1.10.9 0.9 1.1 0.8 0.7 0.6 0.8 1.0 0.9 0.71.42.1 2.5 1.8 1.0 0.9 1.8 2.5 2.3 1.22.7 4.0 4.6 3.5 1.9 1.8 3.44.74.2 2.43.3 5.05.5 4.42.5 2.44.4 5.74.9 2.71.62.2 2.8 3.3 3.4 3.7 4.1 4.2 4.1 3.9 3.5 2.9 2.4 2.2 2.3 2.5 2.6 2.5 2.3 2.1 1.9 1.9 1.8 1.63.0 3.7 4.2 4.2 4.5 5.1 5.4 5.3 4.9 4.1 3.2 2.5 2.5 2.7 3.0 3.3 3.3 3.0 2.6 2.3 2.4 2.4 2.33.7 4.6 5.13.0 2.84.1 4.9 5.43.1 3.14.4 5.0 5.23.1 3.24.6 5.3 5.33.5 3.64.7 5.55.83.9 3.94.8 5.6 6.03.9 3.84.75.6 6.03.6 3.64.55.25.73.2 3.34.2 4.9 5.33.1 3.24.1 4.6 4.93.3 3.24.4 4.5 4.53.3 3.44.7 4.7 4.53.1 3.15.1 5.1 4.92.5 2.75.3 5.6 5.52.5 2.75.0 5.8 6.02.6 2.95.0 5.8 6.12.6 2.9 3.3 3.5 3.4 3.0 2.5 2.1 2.0 2.3 2.8 3.3 3.5 3.3 3.0 2.7 2.6 2.9 3.05.2 5.9 6.12.2 2.4 2.8 3.0 3.0 2.7 2.4 2.1 2.1 2.2 2.6 2.9 3.0 2.9 2.6 2.3 2.3 2.4 2.5 2.4 2.3 2.2 2.1 2.2 2.3 2.3 2.3 2.2 2.2 2.5 2.7 2.8 2.7 2.4 2.1 2.0 2.0 2.3 2.6 2.8 2.8 2.6 2.3 2.1 2.1 2.1 2.0 1.8 1.7 1.7 1.9 2.5 3.0 3.35.2 5.9 6.11.7 1.9 2.1 2.2 2.2 2.1 2.0 2.0 2.0 2.0 2.1 2.2 2.2 2.2 2.0 1.9 1.9 2.0 2.0 2.0 2.0 2.0 2.2 2.4 2.7 2.9 2.9 2.6 2.6 2.9 3.2 3.4 3.1 2.6 2.2 2.0 2.0 2.4 3.0 3.3 3.3 3.1 2.7 2.5 2.6 2.8 2.6 2.3 2.0 1.9 2.1 2.5 2.8 3.01.0 1.3 1.7 2.1 2.5 2.8 2.8 2.5 2.6 3.0 3.4 3.5 3.3 2.7 2.3 2.3 2.5 3.2 4.2 5.1 5.7 5.92.4 2.5 2.50.9 1.2 1.4 1.8 2.2 2.4 2.4 2.2 2.4 2.7 3.1 3.2 3.1 2.7 2.3 2.2 2.6 3.2 4.0 4.7 5.2 5.32.2 2.3 2.20.7 0.8 1.0 1.21.5 1.71.8 1.8 1.9 2.2 2.5 2.6 2.5 2.3 2.2 2.2 2.4 2.9 3.54.1 4.54.82.1 2.0 1.92.0 1.81.7 1.7 1.51.31.11.0 0.9 0.6 0.6 0.7 0.8 0.9 0.9 1.0 1.0 1.0 1.01.11.2 1.31.51.81.7 1.51.61.5 1.4 1.41.21.10.9 0.8 0.7 0.5 0.5 0.7 0.8 0.9 1.0 1.0 1.0 1.01.1 1.1 1.11.21.41.6 1.8 1.61.41.41.3 1.21.11.0 0.8 0.7 0.6 0.5 0.5 0.5 0.6 0.8 1.01.1 1.1 1.1 1.1 1.1 1.1 1.11.2 1.31.51.6 1.61.41.22.0 2.0 1.62.5 2.3 1.92.9 2.6 2.23.2 2.8 2.43.1 2.8 2.52.9 2.7 2.43.1 2.8 2.43.5 3.2 2.73.9 3.6 2.94.1 3.8 3.14.0 3.7 3.13.6 3.6 3.23.2 3.4 3.23.1 3.3 3.23.2 3.3 3.33.2 2.8 2.7 2.6 2.7 3.2 3.5 3.5 3.23.3 3.0 2.8 2.9 3.1 3.6 3.9 3.6 3.03.3 3.1 3.0 3.2 3.5 4.0 4.2 3.7 3.03.2 3.2 3.0 3.1 3.4 4.0 4.1 3.6 2.93.9 3.5 2.93.9 3.6 3.14.44.2 3.85.3 5.0 4.66.2 5.8 5.36.7 6.3 5.86.7 6.4 6.06.5 6.3 5.91.3 1.7 2.1 2.8 3.84.55.15.76.0 5.9 5.61.3 1.5 1.8 2.3 3.2 3.84.55.05.45.3 5.01.2 1.4 1.51.3 1.3 1.31.4 1.3 1.21.5 1.3 1.11.7 1.4 1.12.0 1.6 1.22.3 1.8 1.42.7 2.0 1.62.8 2.2 1.92.6 2.2 2.02.5 2.2 2.12.8 2.5 2.33.2 2.9 2.53.5 3.1 2.63.4 3.1 2.63.0 2.8 2.42.4 2.4 2.32.1 2.2 2.22.1 2.1 2.12.3 2.3 2.12.8 2.6 2.23.3 2.9 2.33.5 3.0 2.33.3 2.8 2.22.9 2.5 2.02.6 2.2 1.92.5 2.2 1.82.8 2.2 1.8M-1MH: 12M-1MH: 120.7 0.71.11.2 1.21.7 1.7 1.72.4 2.3 2.13.1 2.8 2.43.4 3.0 2.43.2 2.9 2.43.1 2.8 2.42.9 2.7 2.52.9 2.7 2.52.4 2.5 2.52.8 3.1 3.22.9 3.3 3.42.8 3.2 3.22.8 3.1 3.02.6 2.8 2.90.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.10.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.3 0.3 0.1 0.1 0.0 0.0 0.1 0.2 0.5 0.5 0.5 0.5 0.5 0.3 0.1 0.1 0.4 0.5 0.4 0.4 0.4 0.4 0.4 0.2 0.10.0 0.0 0.0 0.10.4 0.2 0.10.0 0.0 0.0 0.20.4 0.2 0.10.0 0.0 0.0 0.10.5 0.3 0.20.0 0.0 0.0 0.10.5 0.3 0.20.0 0.0 0.0 0.00.5 0.3 0.20.0 0.0 0.0 0.00.5 0.3 0.10.0 0.0 0.0 0.00.5 0.3 0.10.0 0.0 0.0 0.00.4 0.3 0.10.0 0.0 0.0 0.00.4 0.2 0.10.0 0.0 0.0 0.10.3 0.2 0.10.0 0.0 0.0 0.10.3 0.2 0.10.0 0.0 0.0 0.20.4 0.2 0.10.0 0.0 0.0 0.20.3 0.2 0.10.0 0.0 0.0 0.00.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 0.5 0.4 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.5 0.5 0.5 0.5 0.2 0.2 0.2 0.5 0.5 0.5 0.5 0.5 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.2 0.1 0.0Calculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinParkingIlluminanceFc1.453.50.62.425.83Porte CochereIlluminanceFc2.756.20.64.5810.33Property LineIlluminanceFc0.060.50.0N.A.N.A.Sidewalk 1IlluminanceFc2.716.10.55.4212.20Sidewalk 2IlluminanceFc3.076.71.12.796.09Sidewalk 3IlluminanceFc2.313.40.73.304.86Sidewalk 4IlluminanceFc2.923.42.41.221.42Luminaire ScheduleSymbolQtyLabelArrangementLLFDescriptionFilenameArmLum. WattsLum. Lumens9M-1SINGLE0.900MSA-E02-LED-E1-T2MSA-E02-LED-E1-T2.ies052.149202P-1SINGLE0.900OSQ A xx 4ME A 30K-UL w_OSQ-BLSMF CONFIGUREDOSQ A xx 4ME A 30K-UL w- OSQ-BLSMF New.ies211250004H-1SINGLE0.900KR6-40L-27K-xxxV-xxx RecessedKR6-40L with KR6T-SSGCG.ies0301501SITEPHOTOMETRIC PLANBASE42901 CLINT MOORE ROAD, #114BOCA RATON, FLORIDA 334961.720.72BASE4SealDRAWING NO.SHEET NAMEDATEDRAWN BYCHECKED BYSCALEPROJECT NO.2017.10.18AS NOTEDOwner:www.base-4.comFAIRFIELD INN AND SUITESEAGAN, MNAVVNo. ISSUE DATE PROJECT STATUS JR HOSPITALITYwww.jrhospitality.com (612) 384-6482GWVB4-133-1706SITE PHOTOMETRIC PLAN01SCALE:1/16" =1"-0" Catalog Number:Project No.Project Name Type: T (800) 236-6800 F (262) 504-5415US: lighting.cree.com/lighting T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada Product SpecificationsCONSTRUCTION & MATERIALS• Slim, low profile design minimizes wind load requirements• Luminaire housing is rugged die cast aluminum with an integral, weathertight LED driver compartment and high performance heat sink • Convenient interlocking mounting method on direct arm mount. Mounting adaptor is rugged die cast aluminum and mounts to 3-6" (76-152mm) square or round pole, secured by two 5/16-18 UNC bolts spaced on 2" (51mm) centers • Mounting for the adjustable arm mount adaptor is rugged die cast aluminum and mounts to 2" (51mm) IP, 2.375" (60mm) O.D. tenon • Adjustable arm mount can be adjusted 180˚ in 2.5˚ increments • Designed for uplight and downlight applications • Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultra-durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Silver, bronze, black, and white are available • Weight: 26.5 lbs. (12kg) ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-480V, 50/60Hz, Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Integral 10kV surge suppression protection standard • To address inrush current, slow blow fuse or type C/D breaker should be used • 10V Source Current: 0.15mA REGULATORY & VOLUNTARY QUALIFICATIONS • CULUS Listed • Suitable for wet locations • Enclosure rated IP66 per IEC 60529 when ordered without R option • Consult factory for CE Certified products • Certified to ANSI C136.31-2001, 3G bridge and overpass vibration standards • 10kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Meets FCC Part 15 , Subpart B, Class A standards for conducted and radiated emissions • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • Meets Buy American requirements within ARRA • DLC qualified when ordered with asymmetric optics with 40K or 57K. Please refer to www.designlights.org/QPL for most current information • RoHS compliant. Consult factory for additional details Electrical Data*Input PowerDesignator Optic System Watts120-480V Total Current120V 208V 240V 277V 347V 480V A Asymmetric 112 0.97 0.56 0.49 0.43 0.34 0.25 J 168 1.47 0.85 0.74 0.64 0.50 0.36 B Symmetric 86 0.73 0.43 0.37 0.32 0.25 0.19 K 130 1.09 0.65 0.56 0.49 0.38 0.28 OSQ™ LED Area/Flood Luminaire – Medium * Electrical data at 25˚C (77˚F). Actual wattage may differ by +/- 10% when operating between 120-480V +/-10% 19.0" (482mm) 10.6" (269mm) 3.1" (79mm) 3.8" (97mm) NEMA® Photocell Receptacle location (ordered as an option) 27.6" (701mm)AA Mount Weight 26.5 lbs. (12kg) 1 Lumen maintenance values at 25˚C (77˚F) are calculated per TM-21 based on LM-80 data and in-situ luminaire testing 2 In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on time durations that are within six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip) 3 In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip) Recommended OSQ Series Lumen Maintenance Factors (LMF)1 Ambient Optic Initial LMF 25K hr Projected2 LMF 50K hr Projected2 LMF 75K hr Projected2 LMF 100K hr Calculated3 LMF 5˚C (41˚F) Asymmetric 1.04 0.99 0.93 0.89 0.84 Symmetric 1.05 1.00 0.96 3 0.923 0.883 10˚C (50˚F) Asymmetric 1.03 0.98 0.93 0.88 0.83 Symmetric 1.04 0.99 0.95 3 0.913 0.873 15˚C (59˚F) Asymmetric 1.02 0.97 0.92 0.87 0.82 Symmetric 1.02 0.98 0.94 3 0.903 0.873 20˚C (68˚F) Asymmetric 1.01 0.96 0.91 0.86 0.82 Symmetric 1.01 0.96 0.92 3 0.883 0.853 25˚C (77˚F) Asymmetric 1.00 0.95 0.90 0.85 0.81 Symmetric 1.00 0.95 0.91 3 0.883 0.843 P-1B4-133-1706FFIS EAGAN, MN OSQ A xx 4ME A30K-ULw-OSQ-BLSMF Catalog Number:Project No.Project Name Type: MSA MESA LED 1-6 LightBARs Solid State LED DECORATIVE LUMINAIRE Invue SPECIFICATION FEATURES Construction HOUSING: Die-cast aluminum main housing and spider mount base maintain a minimum 0.125 wall thickness. Integral aluminum heat sink provides superior thermal heat transfer in +40°C ambient environments. DOOR ASSEMBLY: Top mounted, heavy wall, die- cast aluminum door maintains a nominal 0.125 thickness. Door includes a self-retaining interior hinge. GASKET: Continuous silicone gasket provided to seal housing door assembly and optic tray. LENS: Downlight lens is LED board integrated acrylic over- optics, each individually sealed for IP66 rating. HARDWARE: Four iinset fasteners on underside of housing provide access to luminaire interior. Concealed, stainless steel four bar hinge lock allows door to lock in the open position. Optics Choice of twelve patented, high- efficiency AccuLED Optic™ technology manufactured from injection-molded acrylic. Optics are precisely designed to shape the light output, maximizing efficiency and application spacing. AccuLED Optic technology, creates consistent distributions with the scalability to meet customized application requirements. Offered Standard in 4000K (+/- 275K) CCT and minimum 70 CRI. Optional 3000K CCT and 5000K CCT. For the ultimate level of spill light control, an optional house-side shield accessory can be field or factory installed. The house-side shield is designed to seamlessly integrate with the SL2, SL3 or SL4 optics. LightBAR optic tray is removable and able to rotate 360° in 90° increments for specific placement of the distribution relative to fixture. Electrical LED drivers mount to die-cast aluminum back housing for optimal heat sinking, operation efficacy, and prolonged life. Standard drivers feature electronic universal voltage (120-277V 50/60Hz), 347V 60Hz or 480V 60Hz operation, greater than 0.9 power factor, less that 20% harmonic distortion, and is suitable for operation in -40°C to 40°C ambient environments. All fixtures are shipped standard with 10kV/10kA common – and differential – mode surge protection. LightBARs feature and IP66 enclosure rating and maintain greater than 95% lumen maintenance at 60,000 hours per IESNA TM-21. Occupancy sensor and dimming options available. Mounting Fitter assembly mounts over 3” O.D. tenon and is secured via three concealed stainless steel set screws. Design of fitter provides seamless transition to 4” round poles. Additional mounting accessories include a dual fixture post top mounting arm and wall mount arm. Finish Housing is finished in five-stage super TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. LightBAR™ cover plates are standard white and may be specified to match finish of luminaire housing. Standard colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Consult Outdoor Architectural Colors brochure for a complete selection. Warranty Five-year warranty. TD516001EN 2017-04-26 08:16:45 The geometric form of MESA LED luminaire allows it to adapt to either contemporary or traditional architectural settings. Available in single or twin pole mount configurations with optional wall mounting capability, the MESA LED luminaire's mounting options allow for harmonized site design whether at the entryway or in the parking lot. UL/cUL listed for use in wet locations.DESCRIPTION SY S T EM S CERT I F I E D CERTIFICATION DATA UL/cUL Listed ISO 9001 IP66 LightBARs LM79 / LM80 Compliant 2G Vibration Tested ENERGY DATA Electronic LED Driver >0.9 Power Factor <20% Total Harmonic Distortion 120-277V/50 & 60Hz, 347V/60Hz, 480V/60Hz -40°C Minimum Temperature 40°C Ambient Temperature Rating EPA Effective Projected Area: (Sq. Ft.) Single Mount 1.1 SHIPPING DATA Approximate Net Weight: 50 lbs. (22.7 kgs.) 28-1/4" [717mm] 21-1/2" [647mm] 6-1/4" [157mm] DIMENSIONS WALL MOUNT ARM DUAL MOUNT ARM (EPA 1.36) 3" [76mm] 19" [482mm] 38" [965mm] (2) 4" [101mm] 3" [76mm] (2) 8-3/16" [207mm] 4" [101mm] 8-3/16" [207mm] 3" [76mm] MOUNTING ACCESSORIES Catalog # Type Date Project Comments Prepared by M-1MSA-E02-LED-E1-T2B4-133-1706FFIS EAGAN, MN ĂŐĂŶ&ĂŝƌĨŝĞůĚ/ŶŶΘ^ƵŝƚĞƐZĞnjŽŶŝŶŐ͕WƌĞůŝŵŝŶĂƌLJWĂŶĚ&ŝŶĂůWƉƉůŝĐĂƚŝŽŶƐKĐƚŽďĞƌϭϴ͕ϮϬϭϳWƌŽũĞĐƚEĂƌƌĂƚŝǀĞ<ĂŶĚĂŝƚLJ>ŽĚŐŝŶŐ͕>>ƌĞƋƵĞƐƚƐĨĂǀŽƌĂďůĞĐŽŶƐŝĚĞƌĂƚŝŽŶĂŶĚĂƉƉƌŽǀĂůĨŽƌƚŚĞƌĞnjŽŶŝŶŐŽĨƚŚĞƉƌŽƉĞƌƚLJĂŶĚWƌĞůŝŵŝŶĂƌLJĞǀĞůŽƉŵĞŶƚͬ&ŝŶĂůĞǀĞůŽƉŵĞŶƚĂƉƉůŝĐĂƚŝŽŶƐĨŽƌƚŚĞĂŐĂŶ&ĂŝƌĨŝĞůĚ/ŶŶΘ^ƵŝƚĞƐ ƉƌŽũĞĐƚŽŶĞĚĂƌ'ƌŽǀĞWĂƌŬǁĂLJŝŶĂŐĂŶ͕DE͘dŚĞƉƌŽũĞĐƚŚŽƚĞůƵƐĞŝƐĐŽŵƉĂƚŝďůĞǁŝƚŚƚŚĞĞdžŝƐƚŝŶŐ njŽŶŝŶŐ͘dŚĞƉƌŽƉŽƐĞĚŚŽƚĞůǁŝůůŚĂǀĞĨŽƵƌƐƚŽƌŝĞƐĂŶĚĂƚŽƚĂůŽĨĂƉƉƌŽdžŝŵĂƚĞůLJϱϵ͕ϬϵϬƐƋƵĂƌĞĨĞĞƚǁŝƚŚ ϭϬϳƌŽŽŵƐ͕ŽŶĂцϬ͘ϴϮĂĐƌĞƐŝƚĞ͘ ƉƉůŝĐĂŶƚ͗ <ĂŶĚĂŝƚLJ>ŽĚŐŝŶŐ͕>> :ĂLJŚĂŬƚĂ͕DĂŶĂŐŝŶŐWĂƌƚŶĞƌ͕ϲϭϮͲϯϭϬͲϵϳϵϵ ŶŐŝŶĞĞƌ͗ ^ĂŵďĂƚĞŬ͕/ŶĐ͘   DŝĐŚĞůĞĂƌŽŶ͕W͕>W͕ϳϲϯͲϳϰϲͲϭϲϰϱ ƌĐŚŝƚĞĐƚ͗ ĂƐĞϰ   ZŽďĂŬĞƌ͕ϴϭϲͲϮϭϬͲϴϵϲϮ  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<ĂŶĚĂŝƚLJ>ŽĚŐŝŶŐ͕>> :ĂLJŚĂŬƚĂ͕DĂŶĂŐŝŶŐWĂƌƚŶĞƌ͕ϲϭϮͲϯϭϬͲϵϳϵϵ ŶŐŝŶĞĞƌ͗ ^ĂŵďĂƚĞŬ͕/ŶĐ͘   DŝĐŚĞůĞĂƌŽŶ͕W͕>W͕ϳϲϯͲϳϰϲͲϭϲϰϱ ƌĐŚŝƚĞĐƚ͗ ĂƐĞϰ   ZŽďĂŬĞƌ͕ϴϭϲͲϮϭϬͲϴϵϲϮ  dŚĞĂŐĂŶ&ĂŝƌĨŝĞůĚ/ŶŶΘ^ƵŝƚĞƐǁŝůůďĞĂƉŽƐŝƚŝǀĞĂĚĚŝƚŝŽŶƚŽƚŚĞĐŽŵŵƵŶŝƚLJĂŶĚKƵƚůĞƚDĂůů͕ƉƌŽǀŝĚŝŶŐ ũŽďƐ͕ƚĂdžĞƐ͕ĂŶĚĂĚĚŝƚŝŽŶĂůŚŽƐƉŝƚĂůŝƚLJĨĂĐŝůŝƚŝĞƐĨŽƌƚŚĞŵĂŶLJŶĂƚŝŽŶĂůĂŶĚůŽĐĂůďƵƐŝŶĞƐƐĞƐƚŚĂƚƌĞƋƵŝƌĞ ůŽĚŐŝŶŐĨŽƌƚƌĂǀĞůĞƌƐŝŶĂĚĚŝƚŝŽŶƚŽǀŝƐŝƚŽƌƐƚŽƚŚĞKƵƚůĞƚDĂůů͘ Agenda Information Memo December 5, 2017, Eagan City Council Meeting NEW BUSINESS B. Preliminary Subdivision (Town Centre 70 Twenty Third Addition) and Conditional Use Permits – Epic Real Estate Partners LLC Actions To Be Considered: To approve (or direct preparation of Findings of Fact for Denial) a Preliminary Subdivision (Town Centre 70 Twenty Third Additio) to create two lots upon approximately 6.8 acres located at 1276 Town Centre Drive, subject to the conditions listed in the APC minutes. To approve (or direct preparation of Findings of Fact for Denial) a Conditional Use Permit to allow outdoor patio dining upon property located at 1276 Town Centre Drive, subject to the conditions listed in the APC minutes. To approve (or direct preparation of Findings of Fact for Denial) a Conditional Use Permit to allow a drive-through facility upon property located at 1276 Town Centre Drive, subject to the conditions listed in the APC minutes. To approve (or direct preparation of Findings of Fact for Denial) a Conditional Use Permit to allow on-sale liquor upon property located at 1276 Town Centre Drive, subject to the conditions listed in the APC minutes. Required Vote For Approval: Majority of Councilmembers present Facts: The Applicant is proposing to subdivide the site into two lots, and build a 6,000 SF multi - tenant retail building with 48 outdoor patio seats, a drive-through, and on-sale liquor. The property is zoned CSC, Community Shopping Center, in which outdoor patio dining, drive-through service and on-sale liquor are listed as a conditional use. The 6.8 acre property was platted in 1985 as part of a two-lot subdivision with the in-line center to the south. The two properties are under the same ownership. The subject property receives access from multiple points from Town Centre Drive. A 60,000 SF grocery store (Cub Foods) exists on the property. Save for a sidewalk, there are no improvements proposed on the proposed Cub Foods parcel. The proposal is to subdivide 1.65 acres from the western end of the existing parking lot to develop a 6,000 SF multi-tenant retail building. The proposed use is consistent with the zoning and guiding of the property. Shared parking exists between the subject property and the inline center property to the south. All other City Code standards are met with this proposal. This property satisfied Park Dedication with the original development; however, it pre- dated the Trail Ordinance and is now subject to a cash Trail Dedication for the net increase of one lot. The Advisory Planning Commission (APC) held a public hearing on the proposal at their November 28, 2017 meeting, and did recommend approval on a 6-1 vote. Issues: The APC discussed a desire for a more comprehensive, pedestrian-friendly, redevelopment plan for the subject lot and the lot to the south given the fact that both parcels are under the same ownership. 60-Day Agency Action Deadline: December 31, 2017 Attachments: (4) NBB-1 Location Map NBB-2 Draft November 28, 2017, APC Meeting Minutes NBB-3 Planning Report NBB-4 Report Exhibits TOWNCENTREDRIVEDUCKWOOD DR DENMARK AVECRE STRIDGE LANE PINECREST CTKOLSTAD ROADDENMARK AVEDEN M A R KAVENORTHJURDYCT S JU R D Y CT MARICE DR SHERMAN COURTHIGH -S I TE DRIVE JURDY ROA D J URDYROADMARICECTNORWEST BRAUN CT DREXEL CTDREXEL CTDENMARK CTD ENMARK CT DENMAR K T R A I L O'L E A R Y L A NETOWN CENTRE DRIVE G O L F VIEWDRQUARRYCT.BLUE JAY WAY KRESTWOOD LNHUMMINGBIRD LN BLUEHE R O N C T DUCKWOOD TRKI TTI WAKECIRDUC K WOOD T R A IL CARDINAL WAY WILLB R OODCT.CANARYWAYBLUEJAYCTDUCKWOOD DRIVE B L U E JAY WAY DUCKWOOD DR BALDEA G L E C T WIDGEO N W A YWIDGEONWAYTANANGER C T F L IC K E R CR WOODTHRUSHCTM O U R N IN G D O V ECTKI NGLET CTFALCON WAY 81ST ST W CRESTRIDGE DRENGLERT RD C E N T R A L P AR KW AYCTCRESTRI DG E C T KOL STADLN TOWN CENTRE DR TIMBERSHORELANECROSSROADCT.WIDGEONWAYMERGANSER CTS P O ONBILLCIRDENMARK AVENO R T H W O O D P K W YDENMARK AVEPROMENADE AVENORTHWOODCIRTOWN CENTRE DRIVE WIDGEONWAYC.S.A.H.NO.31(PILOTKNOBROAD)COUNTY ROAD NO.28 (YANKEE DOODLE ROAD)C.S.A.H. NO. 31 (PILOT KNOB ROAD)CO. RD. NO. 43 (LEXINGTON AVE.)COUNTY ROAD NO.43 (LEXINGTON AVE.)C.S.A.H. NO. 31 (PILOT KNOB ROAD)W A S HINGTONDRIVEDUCKWOOD DR WESCOTTCIRCentralPark Park ParkFishLakePark MoonshinePark O'LearyLake 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: Cub Outlot @ Eagan Town CentreRequests: Preliminary Subd; Conditional Use PermitsCase N os.: 15-PS-10-10-17; 15-CU-15-10-17;15-CU-14-10-17; 15-CU-13-10-17 Subject Site Advisory Planning Commission November 28, 2017 Page 8 of 13 C. Cub Outlot at Eagan Town Centre Applicant Name: Blair Bonuccelli, Epic Real Estate Partners LLC Location:1276 Town Centre Dr; Lot 1, Block 1, Town Centre 70 Second Addition Application: Preliminary Subdivision A Preliminary Subdivision to create 2 lots. File Number: 15-PS-10-10-17 Application: Conditional Use Permit A Conditional Use Permit to allow on-sale liquor. File Number: 15-CU-15-10-17 Application: Conditional Use Permit A Conditional Use Permit to allow a drive-through. File Number: 15-CU-14-10-17 Application: Conditional Use Permit A Conditional Use Permit to allow a coffee/restaurant with an outdoor patio. File Number: 15-CU-13-10-17 Planner Thomas introduced this item and highlighted the information presented in the City Staff report dated November 21, 2017 and Revised on November 27, 2017 and clarified that many of the comments in her staff report reflected development issues not connected to subdivision or Conditional Use Permits, per se, but rather would need to be addressed during the Building Permit review. Mike Brandt, representing the applicant, stated he was available for questions. Member Weimert asked what the plan was for snow storage as he recalls the subject area often used to pile snow. Mr. Brandt stated snow events would be handled on a case by case basis and, if necessary, the snow would be hauled away. Member Goff asked why the applicant did not provide a comprehensive development concept for the area. Mr. Brandt stated a market study is currently being performed which will inform the property owner of development options for their property. Member Weimert asked about access to the trash/recycling enclosure. Mr. Brandt stated they are considering a surmountable curb in that area or shifting the access point to be from the drive-through lane. Member Goff stated the overall proposal fits the 2030 Comprehensive Plan but not in an attractive way that supports pedestrians/bicyclists. Chair Piper stated that the Central Area is challenged to provide pedestrian access as it was clearly designed and developed to serve automobiles. He further stated he supported this infill Advisory Planning Commission November 28, 2017 Page 9 of 13 development and hopes to see more of the same here and in other areas with existing underutilized large parking fields Member Vanderpoel stated she generally agreed with Member Goff but acknowledged the difficulty in retrofitting suburban-style retail. Chair Piper opened the public hearing. There being no public comment, Chair Piper closed the public hearing and turned the discussion back to the Commission. Member Vanderpoel moved, Member Heckman seconded a motion to recommend approval of a Preliminary Subdivision (Town Centre 70 Twenty Third Addition) to create two lots on approximately 6.8 acres located at 1276 Town Centre Drive, legally described as Lot 1, Block 1, Town Centre 70 2nd Addition., subject to the following conditions: 1. The developer shall comply with these standards conditions of plat approval as adopted by Council on February 2, 1993: B1, B2, C1, C2, C4, E1, F1, G1 and H1 2. The property shall be platted. 3. The plans shall be revised at time of Building Permit submittal to meet City Code requirements pertaining to four-sided architecture with building material percentages being met on each building façade and labeled with cardinal directions. 4. Building identification numbers shall be installed consistent with City Code Section 2.78. 5. The rooftop mechanical equipment shall meet screening requirements per City Code. 6. The trash enclosure shall be located on the Elevation Plan and constructed of materials to match the building, with an opaque gate that is compatible with the building finish materials. 7. The Landscape Plan shall be revised to include an updated plant schedule that matches the proposed plantings. 8. If tree mitigation is determined to not be warranted, the Landscape Plan shall be revised to balance the location of the proposed trees. 9. The applicant shall submit a revised Tree Inventory and Tree Preservation and Mitigation Plans as necessary. This shall be in addition to any landscape requirement. 10. Building and freestanding signage shall comply with City sign ordinance requirements. 11. The monument sign shall be set back 10’ from the sidewalk easement as required by City Code. 12. The base of the monument sign shall be constructed of the same brick to match the principal structure. Advisory Planning Commission November 28, 2017 Page 10 of 13 13. This development shall be responsible for a cash trails dedication for the net increase of one commercial lot collected prior to release of the plat for recording. 14. 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. 15. Private utility easements and/or maintenance agreements for the private storm sewer shall be provided in a form acceptable to the City Attorney. 16. This development should provide hydrant spacing and locations in accordance with City Fire Department and Public Works standards. 17. The applicant shall provide an easement or agreement for any work being performed on private property, in a form acceptable to the City Attorney. 18. The applicant shall obtain a right of way permit for any work within Town Centre Drive, and provide a traffic control plan and detour route in a manner acceptable to the City Engineer. 19. The applicant shall restore the street, curb and gutter, and boulevard in a manner acceptable to the City Engineer. 20. The applicant shall construct the sidewalk from the proposed building to the existing Cub Foods and to Town Centre Drive as identified on the Parking Summary Plan. 21. Shared easements for ingress/egress and cross-parking shall be executed in a form acceptable to the City Attorney. 22. All existing privately owned and maintained utilities, and all new utilities proposed with the subdivision, shall be privately owned and maintained. 23. The drainage and utility easement proposed to be dedicated over the existing private storm sewer on Lot 1 shall be removed. 24. 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 (or equivalent water quality treatment through filtration) and any other disturbed soils that are not remediated following an approved Soil Management Strategy. 25. The applicant shall provide adequately sized pre-treatment sumps (4’ min. sump depth with skimmer hood, with scour protection and skimmer hood, etc.) immediately upstream of inlets into the underground stormwater chamber system, and for any off-site discharge from the constructed site, to provide for effective capture and easily-accessible cleanout of fine-sand sized particles and floatable pollutants. Pre-Treatment for the underground chamber system Advisory Planning Commission November 28, 2017 Page 11 of 13 shall also include an appropriately-sized header row. Details shall be included in applicable plan sheet(s). 26. Prior to receiving city approval to permit land disturbing activity, the applicant shall provide to the City a minimum of three soil boring logs within the footprint of the proposed underground stormwater 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 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 impervious drainage area. 27. 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 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, to comply with Volume Control requirements. 28. 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. 29. During over-excavation/sub-soil work for the underground stormwater infiltration chamber system, 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 0.5-inch per hour or greater (but less than 8.0-inch per hour). If the sub-soil infiltration rates are less than 0.5-inch per hour (or greater than 8.0-inch per hour), the applicant shall immediately notify the City Engineer with strategy for design adjustment to ensure volume control requirement compliance. 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) 30. Before the city returns any Stormwater-related Performance Guarantee Fees on the development site, the applicant shall provide the City Engineer as-built plans that demonstrate that all constructed stormwater conveyance structures, stormwater management facilities (infiltration basins, etc.) conform to design and/or construction plans, as approved by the City. As-built volumes for retention 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 accordance with the plans and specifications approved. This certification shall be provided by a Professional Engineer licensed in the State of Minnesota. All voted in favor. Motion carried 6-1 (Goff). Advisory Planning Commission November 28, 2017 Page 12 of 13 Member Vanderpoel moved, Member Heckman seconded a motion to recommend approval of a Conditional Use Permit for outdoor patio dining for the property located at 1276 Town Centre Drive, proposed to be legally described as Lot 1, Block 1, Town Centre 70 Twenty Third Addition, subject to the following conditions: 1. This Conditional Use Permit shall be recorded with the Dakota County Recorder’s office within 60 days of approval by the City Council, with the following exhibits: • Site Plan • Patio Plan 2. The outdoor dining patio shall provide outdoor seating of not more than 48 seats as shown on the Patio Plan. 3. A detailed Fence Plan that meets City Code requirements shall be submitted with the Building Permit. 4. The outdoor dining area shall be kept in a clean and orderly manner. No food or beverages shall be stored outdoors, unless a suitable means for such storage has been reviewed and approved by the City. All voted in favor. Motion carried 6-1 (Goff). Member Vanderpoel moved, Member Heckman seconded a motion to recommend approval of a Conditional Use Permit for a drive-through restaurant for the property located at 1276 Town Centre Drive, proposed to be legally described as Lot 1, Block 1, Town Centre 70 Twenty Third Addition, subject to the following conditions: 1. This Conditional Use Permit shall be recorded at Dakota County within 60 days of approval by the City Council, and proof of recording submitted to the City. All voted in favor. Motion carried 6-1 (Goff). Member Vanderpoel moved, Member Heckman seconded a motion to recommend approval of a Conditional Use Permit for on-sale liquor for the property located at 1276 Town Centre Drive, proposed to be legally described as Lot 1, Block 1, Town Centre 70 Twenty Third Addition , subject to the following conditions: 1. This Conditional Use Permit shall be recorded at Dakota County within 60 days of approval by the City Council, and proof of recording submitted to the City. 2. A liquor license shall be obtained from the City for the restaurant. On-sale liquor sales also shall comply and be operated in accordance with all relevant state laws and regulations. 3. A detailed Fence Plan that meets City Code requirements and state laws and regulations shall be submitted with the Building Permit. All voted in favor. Motion carried 6-1 (Goff). PLANNING REPORT CITY OF EAGAN REPORT DATE: November 21, 2017 CASE: 15-PS-10-10-17; 15-CU-13-10-17: Revised November 27, 2017 15-CU-14-10-17; 15-CU-15-10-17 APPLICANT: Epic Real Estate Partners LLC HEARING DATE: November 28, 2017 PROPERTY OWNER: EREP Eagan I LLC APPLICATION DATE: Nov. 1, 2017 REQUEST: Preliminary Subdivision and PREPARED BY: Sarah Thomas Conditional Use Permits LOCATION: 1276 Town Centre Drive COMPREHENSIVE PLAN: RC, Retail Commercial ZONING: CSC, Community Shopping Center SUMMARY OF REQUEST Epic Real Estate Partners, LLC, is requesting approval of:  Preliminary Subdivision (Town Centre 70 Twenty Third Addition) of 6.8 acres to create 2 lots for a commercial development; and  Conditional Use Permit to allow outdoor patio dining; and  Conditional Use Permit to allow a drive through; and  Conditional Use Permit to allow on-sale liquor. The above requests pertain to property located at 1276 Town Centre Drive, legally described as Lot 1, Block 1, Town Centre 70 2nd Addition. AUTHORITY FOR REVIEW 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. Planning Report – Cub Outlot at Eagan Town Centre November 28, 2017 Page 2 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 improvement is not likely to cause environmental damage. F. That the design of the subdivision or the type of improvements is not likely to cause health problems. G. That the design of the subdivision or the improvements will not conflict with easements of record or with easements established by judgment of court. H. That completion of the proposed development of the subdivision can be completed in a timely manner so as not to cause an economic burden upon the City for maintenance, repayment of bonds, or similar burden. I. That the subdivision has been properly planned for possible solar energy system use within the subdivision or as it relates to adjacent property. (Refer to City Handbook on Solar Access). J. That the design of public improvements for the subdivision is compatible and consistent with the platting or approved preliminary plat on adjacent lands. K. That the subdivision is in compliance with those standards set forth in 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.” Conditional Use Permit: City Code Chapter 11, Section 11.50, Subdivisions 4C and 4D provide the following. Subdivision 4C states that the Planning Commission shall recommend a conditional use permit and the Council shall issue such conditional use permits only if it finds that such use at the proposed location: Planning Report – Cub Outlot at Eagan Town Centre November 28, 2017 Page 3 1. Will not be detrimental to or endanger the public health, safety, or general welfare of the neighborhood or the City. 2. Will be harmonious with the general and applicable specific objectives of the Comprehensive Plan and City Code provisions. 3. Will be designed, constructed, operated and maintained so as to be compatible in appearance with the existing or intended character of the general vicinity and will not change the es sential character of that area, nor substantially diminish or impair property values within the neighborhood. 4. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools. 5. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be hazardous or detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare or odors. 6. Will have vehicular ingress and egress to the property which does not create traffic congestion or interfere with traffic on surrounding public streets. 7. Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. 8. Is appropriate after considering whether the property is in compliance with the City Code. Subdivision 4D, Conditions, states that in reviewing applications of conditional use permits, the Planning Commission and the Council may attach whatever reasonable conditions they deem necessary to mitigate anticipated adverse impacts associated with these uses, to protect the value of other property within the district, and to achieve the goals and objectives of the Comprehensive Plan. In all cases in which conditional uses are granted, the Council shall require such evidence and guarantees as it may deem necessary as proof that the conditions stipulated in connection therewith are being and w ill be complied with. BACKGROUND/HISTORY The subject site was initially platted in 1985 as part of a two lot subdivision including the subject property and the parcel with a multi-tenant commercial center to the south. The subject property is under new ownership after a sale in April of this year. Planning Report – Cub Outlot at Eagan Town Centre November 28, 2017 Page 4 EXISTING CONDITIONS The site is currently developed with a retail building (Cub Foods) and a parking lot. The perimeter of the parking lot is surrounded with landscaping installed with the initial development. The site is generally flat and drains to the west. Elevations range from approximately 907 to 899. Public street access to the development is provided by Town Centre Drive. Multiple a ccess points currently exist to the Town Centre development. SURROUNDING USES The following existing uses, zoning, and comprehensive guide plan designations surround the subject property: Surrounding properties are zoned CSC, Community Shopping Center, and guided RC, Retail Commercial. Surrounding development consists of multiple restaurants, a grocery store (Cub Foods) and assorted service retail uses. EVALUATION OF REQUEST Description of Proposal – The Applicant proposes to subdivide the property to create a new parcel on the west edge of the existing Cub Foods parcel. Cross-parking easements will be required for shared parking and ingress/egress throughout the property. A 6,000 SF multi-tenant retail building is proposed for the new parcel. In addition to the new building, the applicant is requesting drive-through service, outdoor patio dining with more than 24 seats and on-sale liquor; there are no improvements proposed on the lot with Cub Foods. The Parking Summary Plan shows pedestrian access and circulation will be provided through the construction of a new sidewalk along the south property line between Town Centre Drive and the Cub Foods building, and a sidewalk connection to the proposed building Code Requirements – The City Code allows outdoor dining in conjunction with restaurants. A Conditional Use Permit (CUP) is required where the outdoor dining area is within 200 feet of residential property, where on-sale liquor is involved, or where more than 24 seats are proposed. The outdoor dining area is proposed to have 48 seats and involves on-sale liquor service, necessitating the CUP. City Code Section 11.70, Subdivision 29, establishes the performance standards and requirements for outdoor dining areas. These are listed and discussed later in this report. Compatibility with Surrounding Area – The CSC zoning is intended for large scale retail commercial sales and services. Retail sales and restaurants are a permitted use. Further, intensifying the use of what is now an infrequently used parking area on the outskirts of the Cub Foods parking lot is consistent with the goals and policies of the Central Area Commons Special Area. The 2030 Comprehensive Plan encouraged additional development in large parking fields, where possible. Planning Report – Cub Outlot at Eagan Town Centre November 28, 2017 Page 5 Airport Noise Considerations – The property lies outside of the Airport Noise Zones. Site Plan – The Site Plan shows a 6,000 sq. ft., one-story, multi-tenant retail building on the western portion of proposed Lot 1, with parking on the north and west sides of the building. The building’s main entrance faces north where an outdoor patio area is also shown adjacent to the building. The drive-through lane and a drive aisle are located to the rear of the building and the drive-through lane wraps around to the east side of the building. Proposed Lot 2 contains a 60,000 SF grocery store built in 1985 located on the eastern portion of the lot. The entire proposed Lot 1 will be disturbed for re-development of the site. No changes, except for the installation of landscaped parking lot medians, are proposed for Lot 2. On-Sale Liquor – The applicant is requesting on-sale liquor zoning approval for the multi-tenant building for a future restaurant. This site appears to be consistent with licensing requirements. The property is guided and zoned for retail commercial uses. There are no protected uses (i.e., daycare centers, schools, churches) w ithin the special use setback. The appropriate liquor license would need to be obtained from the City for the restaurant. Lots – The proposed Preliminary Subdivision consists of two lots. Lot 1, 1.65 acres, is proposed for the new multi-tenant retail building. Lot 2, 5.16 acres consists of the existing Cub Foods grocery store. The two lots abut a private drive to the south within the development and border Town Centre Drive. Lot 2 also abuts Denmark Avenue to the east. Bulk Standards – The following analysis pertains to proposed Lot 1. Setbacks – The proposed setbacks are consistent with ordinance requirements. Typical building setbacks would be 10’ side and 20’ rear yard, and 30’ from public right-of-way. This site has public street frontage on two sides and abuts a private drive on two sides. Minimum Parking setbacks are proposed to be 20 feet from all public streets, which is consistent with ordinance requirements. The proposed setback from the private street to the south is 10.4’. The five parking stalls on the eastern side of Lot 1 have direct access to the internal north/south private drive aisle which straddles the property lines of the two proposed lots which is not an ideal design but is allowed by City Code. Building Coverage – The proposed building coverage of 8% is consistent with ordinance requirements as CSC zoning requires a maximum coverage of 30%. Building Height – The proposed building is one-story with segments that vary in height. The plans indicate the tallest segment of the building is approximately 25’ at the highest point which is less than the 30’ maximum requirement. Planning Report – Cub Outlot at Eagan Town Centre November 28, 2017 Page 6 Green Space – The proposed green space is consistent with ordinance requirements. The green space calculation of 69% exceeds the minimum green space requirement of 30% of the lot. Building Elevations/Architecture – For commercial uses, City Code requires at least two Class I materials to comprise at least 65% of the building exterior finish. In addition, a standard of not more than 35% Class II or Class III materials, and not more than 10% Class IV materials applies. The proposed building utilizes three Class I materials -- brick, glass and architectural metal panels -- which together comprise 65% of the building exterior. Stucco, a Class II material, and EIFS, a Class III material, cover the remaining 35% of the building exterior. With the variations in roof line and multiple Class I building materials, the proposed building provides visual breaks and architectural interest; however, City Code requires four -sided architecture and the south elevation lacks the visual breaks and architectural interest as the other building elevations. The plans should be revised at time of Building Permit submittal to meet City Code requirements pertaining to four-sided architecture with building material percentages being met on each building façade. The plans should also be labeled with cardinal directions: north, south, east and west, versus numerically. Building Address Numbers – In accordance with Section 2.78 of the City Code, building numbers should be conspicuously displayed on the building, in a suitable location in an upper corner or near the building entrance so it can be clearly seen from the street and read during all hours of the day. Mechanical Equipment – City Code Section 11.70, Subd. 21, requires that all rooftop and ground mounted mechanical equipment be screened from off-site views. The building plans do not identify rooftop units nor do they identify the required minimum parapet height of 30”. All mechanical equipment should meet City Code screening requirements. Trash Storage – City Code requires that trash be stored indoors or within an enclosure attached to the building in commercial developments. In addition, the enclosure must be large enough to enclose both trash and recyclable materials containers. Trash storage is proposed to be within an enclosure attached to the southwest corner of the building. Access to the trash will be from the parking area on the west side of the site; however, the site design does not appear to allow a garbage truck direct access to the enclosure. The Elevation Plans should be revised to include the enclosure. The trash enclosure should be constructed of materials to match the building, with an opaque gate that is compatible with the building finish materials. Parking – A minimum of one parking space for each 200 square feet of floor area, up to 10,000 square feet is required for retail uses. Restaurant uses require one parking space for each three seats based on design capacity; drive-through food establishments require at least one parking space per 60 feet of gross floor area and one stall for each 12 outdoor patio dining seats is required for more than 24 outdoor seats. Planning Report – Cub Outlot at Eagan Town Centre November 28, 2017 Page 7 The breakdown provided by the applicant does not account for retail space, solely a restaurant, drive- through and outdoor patio dining. The key should be revised to reflect the outdoor patio seating requirement per City Code. Based upon a revised calculation with the square footage and seat count provided by the applicant, 80 parking stalls are required. The Site Plan provides for 55 parking stalls or 69% of the parking required. The proposed parking is 25 stalls short of the required parking; however, the applicant’s narrative states, “City parking requirements have been met based on restaurant uses in the buildings with shared parking agreements with Cub and the existing property to the south. The new development combined with Cub and (the) building to the south requires a total of 767 cars per the City regulations. Parking for 772 cars is provided throughout the entire site development, with a shared parking agreement between the lots and the existing shopping center to the south.” Based on current City Code standards, the subject site and the adjacent property to the south provide more parking than would be required for each of the three uses (two current, one future) combined. As such, the proposed shared parking is an efficient approach that should provide adequate parking for all users. Cross-parking easements for the shared parking should be executed in a form acceptable to the City Attorney. The proposed parking stalls are 10 ft. in width by 19 ft. in depth which meets City Code. Site Lighting – The City Code states “Site lighting is required as is necessary for security, safety and traffic circulation. Such illumination shall be indirect and diffused or shielded. Lighting shall not be directed upon public rights-of-way or adjacent properties and the source of light shall not be visible from off the property.” A standard of 0.5 footcandles is generally applied as the minimum amount of illumination to achieve this objective, and an average to minimum ratio of not more than 4.0 reflects an acceptable level of light uniformity across the site. The proposed Site Lighting Plan utilizes existing parking lot poles with new LED fixtures and adds three additional pole lights proposed at a 30’ mounted height to match the existing poles. Landscaping – The Landscape Plan is acceptable with modification. The applicant proposes both coniferous and deciduous overstory trees (mix of seven varieties), planted throughout the site, as well as shrubs and perennials. The landscaping provides screening of vehicle headlights from right-of-way, the private drive and drive-through. The parking lot medians are well landscaped and building foundation plantings are provided. The Landscape Plan identifies numerous overstory trees that are not included in the plant schedule. The plant schedule should be revised to reflect the Landscape Plan drawing. The plan also includes mitigation trees. If tree mitigation is determined to not be warranted, the Landscape Plan should be revised to balance the location of the proposed trees. Planning Report – Cub Outlot at Eagan Town Centre November 28, 2017 Page 8 Tree Preservation – The proposed development of Lot 1 is considered a single-phase, single-lot, commercial development regarding Tree Preservation. Per the City of Eagan Tree Preservation Ordinance allowable tree removal for this type of development proposal is set at 30%. According to the plan submitted, mitigation is required; however the plan is solely for the 1.65 acre site and should take the entire 6.8 acre site into consideration. It is likely the proposed development will not meet the maximum removal allowances. A revised tree inventory should be provided with the Final Subdivision for staff review and if determined mitigation is required, a revised Tree Mitigation Plan shall be submitted as well. Signage – The applicant proposes both building signage and a free standing monument sign on the property. There is an existing monument sign for the shopping center complex located at the very western perimeter of this site. Building signage is proposed on the north side (two signs) and west end (one sign) of the building. This signage is proposed for tenant names. The area of proposed signage appears consistent with City Code requirements; however, the number of permitted signs would be dependent upon the number of tenants, which is unknown at this time. A monument sign is proposed at the driveway from Town Centre Drive. The monument sign is located 15’ from the lot line; however, the sign should be set back 10’ from the sidewalk easement. The base of the monument sign should be constructed of the same brick to match the principal structure. Sign specifications were not provided, but City Code limits the overall sign height to 7’, with a sign face not exceeding 4’ in height. Grading/Topography – 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. 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 a constructed infiltration chamber in the northern portion of the site. Any overflow leaving the site will enter the existing private storm sewer system that connects to the public storm sewer under Town Centre Drive. The storm water is then routed to City Pond DP-26 on the north side of Yankee Doodle Road. The applicant proposes to dedicate the existing private storm sewer in Lot 1 to the City; however, all storm sewer on this site should be privately owned and maintained. Private utility e asements and/or Planning Report – Cub Outlot at Eagan Town Centre November 28, 2017 Page 9 maintenance agreements for the private storm sewer should be provided in a form acceptable to the City Attorney. The storm water infiltration chamber will meet all requirements set forth in the Water Quality/portion of this report. Wetlands – Because there are no wetlands on site, City Code §11.67, wetland protection and management regulations, does not apply. Stormwater Management/Water Quality – The applicant proposes to add/fully-reconstruct impervious surfaces totaling approximately 1.57 acres to a 1.65 acre parcel. 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 for new and fully-reconstructed impervious surfaces. To meet the 1.1” Volume Control requirement for this development proposal, 6,269 cubic feet of retention will need to be provided, if an acceptable Soil Management Strategy is provided for the project’s disturbed/ compacted areas that are to be revegetated. This development is in the immediately drainage area of public stormwater basin DP-4, within the LeMay Lake watershed. The applicant proposes to meet City water quality/stormwater requirements through the use of an on- site underground stormwater chamber system for volume control of stormwater runoff. The applicant proposes to provide 6,823 cubic feet of volume control, with the underground stormwater chambers, to capture and infiltrate runoff from the equivalent of the site’s proposed impervious surface area total. Overflow would be connected to the public stormsewer system. No stormwater pre -treatment is currently proposed. Soil Management Strategies are proposed for loosening/amending disturbed soils that are to be revegetated. Eagan Water Resources has reviewed the applicant’s plans, stormwater report 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 appropriate construction of the underground stormwater chamber system, effective protection during active construction until final stabilization of the site, effective stormwater pre-treatment for the capture and removal of floatables and sediment prior to the underground system and any untreated off-site discharge, physical access for future underground system inspections and maintenance, assurances for long-term function of the entire stormwater management system, and proper implementation of the proposed Soil Management Strategies for the disturbed soil areas that are proposed to be revegetated. Sanitary Sewer/Water Main – The preliminary utility plan is acceptable. Lateral water main and sanitary sewer of sufficient size, depth, and capacity is available along Town Centre Drive for connection and extension with development of the property. Sanitary sewer District C, as designated in the City’s Comprehensive Sanitary Sewer Plan, serves the entire site. All utilities are proposed to be privately owned and maintained. This development should provide hydrant spacing and locations in accordance with City Fire Department and Public Works standards. The applicant proposes to construct new private water main and sanitary sewer under the existing access road along the south side of the site to connect with the public mains under Town Centre Drive. Planning Report – Cub Outlot at Eagan Town Centre November 28, 2017 Page 10 The access road is entirely off the applicant’s property, so the applicant should provide an easement or agreement for any work being performed on private property, in a form acceptable to the City Attorney. The connection to the public water main and sanitary sewer under Town Centre Drive will require the road to be closed during construction, and excavation of the street, curb and gutter, boulevard, and private access road. The applicant should obtain a right of way permit for any work within Town Centre Drive, and provide a traffic control plan and detour route in a manner acceptable to the City Engineer. The applicant should also restore the street, curb and gutter, and boulevard in a manner acceptable to the City Engineer. Streets/Access/Circulation – Public street access to the development is provided by Town Centre Drive. Multiple assesses currently exist to the Town Centre development. No new access is proposed to Town Centre Drive, but one new access is proposed to the private access road. The existing parking lot would be re-striped to provide a new north/south drive aisle between proposed Lots 1 and 2. Pedestrian access and circulation will be provided through the construction of a new sidewalk along the south property line between Town Centre Drive and the Cub Foods building, and a sidewalk connection to the proposed building. Easements/Right-of-Way – Adequate right-of-way currently exists along Town Centre Dr. and Denmark Ave., and drainage and utility easements were dedicated with the original plat. The applicant proposes to dedicate a drainage and utility easement over an existing privately owned and maintained storm sewer pipe on Lot 1, which would make the pipe “public”. All existing private utilities, and proposed new utilities, should be privately owned and maintained. The drainage and utility easement proposed over the existing storm sewer line should be removed. Shared easements for ingress/egress and cross-parking should be executed in a form acceptable to the City Attorney. Financial Obligation – At this time, there are no pending assessments on the parcels proposed for platting. Based upon a study by City staff of the financial obligations collected in the past and proposed use for the property, there are no outstanding charges to be collected at time of final subdivision or connection to the City’s utility system. Parks and Recreation – Park dedication was previously satisfied through dedication of land with the Town Centre 70 2nd subdivision in 1985; however, the subdivision predates the Trail dedication ordinance. This development is subject to cash trail dedication for the net increase of one commercial lot. Cash trail dedication for commercial uses is calculated based on net land area (gross land area less area of dedicated right-of-way and any dedicated public easement including drainage and utility easements). Based on the 2017 fee schedule, the rate for commercial uses is $1,289 per net acre, which is collected prior to release of the plat for recording. Outdoor Patio Dining – In addition to the general Conditional Use standards, outdoor dining areas are subject to the following performance standards: Planning Report – Cub Outlot at Eagan Town Centre November 28, 2017 Page 11 1. No portion of the outdoor dining area shall be located or occur within any public right-of-way, include the sidewalks/trails, boulevard areas or streets. The outdoor dining area is not located within any public right-of-way. 2. The outdoor dining area shall meet the following setbacks requirements: 20 feet from a public right-of-way, five (5) feet from side lot line, and five (5) feet from rear lot line. These required setbacks are satisfied. 3. The outdoor dining area shall not interfere with any pedestrian traffic or walkways intended for the general public. A minimum 4 feet wide area shall remain clear for pedestrian traffic on walkways and for entry into the restaurant building and adjacent uses. An outdoor dining area shall not be permitted to be located in or occupy any parking or other areas intended for vehicular traffic. The patio area proposed for outdoor dining does not interfere with pedestrian traffic or walkways. 4. The outdoor dining area shall be handicap accessible and not restrict accessibility in other areas inside or outside the restaurant. A Building Permit is required prior to the installation of the patio and accessibility will be verified at that time. 5. The outdoor dining area shall be used subordinate to the principal restaurant building. The proposed patio area is approximately 1,150 SF, and is smaller than the retail building of 6,000 SF. 6. The outdoor dining area shall be kept in a clean and orderly manner. No food or beverages may be stored outdoors, unless a suitable means for such storage has been reviewed and approved by the City. Compliance with this standard will be a condition of approval. 7. The hours of operation of an outdoor dining area shall be restricted to the hours of operation within the principal restaurant’s interior space. Notwithstanding the foregoing, the operation of business within an outdoor dining area shall not occur between the hours of 1:00 a.m. and 7:00 a.m. If an outdoor dining area is subject to a conditional use permit or a planned development approval, the city council may be more restrictive in the hours of operation based upon the proximity of the area to residential dwelling units and upon consideration relating to the public health, safety, and welfare of residents, businesses, and other uses near the restaurant establishment. Planning Report – Cub Outlot at Eagan Town Centre November 28, 2017 Page 12 Per City Code, the operation of business within an outdoor dining area shall not occur outside the hours of operation within the principal restaurant’s interior space. And in no event shall operation of the outdoor dining area occur between the hours of 1:00 a.m. and 7:00 a.m. 8. A fence, constructed of color and material suitable for the intended use, surrounding the outdoor dining area shall be required if the outdoor dining area provides seating for 24 or more persons or alcoholic beverages are served within the outdoor dining area. If a fence is required, a fencing plan shall be submitted with the site plan for the outdoor dining area for review and approval by the City. Because of the number of seats and on-sale liquor, the patio area must be fenced for controlled access, and access to the patio must be from within the restaurant. The submitted plans show a fence surrounding the outdoor dining area but does not include fence specifications nor provide for controlled access. A detailed Fence Plan that meets City Code requirements should be submitted with the Building Permit. 9. If alcoholic beverages are served in the outdoor dining area, the restaurant establishment shall have an on-sale alcohol license that specifically includes and permits the sale or service of alcoholic beverages in the outdoor dining area. All regulations in Chapter 5 of the Code shall apply and compliance shall be met. The liquor license is a separate administrative application to be obtained by the operator of the restaurant. 10. The outdoor dining area must conform to all Fire and Building Codes related to the number and types of exits that are required. A Building Permit will be required prior to construction of the building. Compliance with Building and Fire Codes will be verified at that time. 11. The parking regulations related to minimum required spaces for the restaurant establishment, plus one (1) stall for every twelve (12) seats within the outdoor dining area of more than 24 seats, as set forth in this Chapter shall apply and compliance met. The submitted plans show 48 outdoor patio seats. At one stall for each 12 outdoor seats, the 48-seat patio requires an additional four (4) parking stalls. 12. All sewer availability charges imposed as a result of additional seating in the outdoor dining area shall be paid prior to the operation of any business within the outdoor dining area. The applicant is responsible for submitting the proposal to the Metropolitan Council for a determination of any additional SAC (sewer availability charge) units. Payment of any associated SAC fees shall be made before the patio is opened for use. Planning Report – Cub Outlot at Eagan Town Centre November 28, 2017 Page 13 SUMMARY/CONCLUSION Epic Real Estate Partners is proposing to subdivide the subject site into two parcels. A Cub Foods grocery store exists on the eastern portion of the site (Lot 2). The western portion (Lot 1) is proposed to be developed with a 6,000 SF multi-tenant retail building with restaurants. The request also includes Conditional Use Permits for outdoor patio dining, a drive-through and on-sale liquor. The requests are consistent with zoning and other City Code requirements save for off street parking. The 2030 Comprehensive Plan encouraged additional development in the Central Area Commons Special Area particularly as it related to larger developments that are “over parked” to better utilize investments already made. The proposed development intensifies the use and investment of a rarely used parking area located the furthest point away from the existing grocery store. Because the applicant also owns the in-line retail center to the south, staff encouraged the owner to provide a vision for a comprehensive overall development plan for the two parcels. This did not occur. ACTIONS TO BE CONSIDERED To recommend approval of a Preliminary Subdivision (Town Centre 70 Twenty Third Addition) to create two lots on approximately 6.8 acres located at 1276 Town Centre Drive, legally described as Lot 1, Block 1, Town Centre 70 2nd Addition. If approved, the following conditions shall apply. 1. The developer shall comply with these standards conditions of plat approval as adopted by Council on February 2, 1993: B1, B2, C1, C2, C4, E1, F1, G1 and H1 2. The property shall be platted. 3. The plans shall be revised at time of Building Permit submittal to meet City Code requirements pertaining to four-sided architecture with building material percentages being met on each building façade and labeled with cardinal directions. 4. Building identification numbers shall be installed consistent with City Code Section 2.78. 5. The rooftop mechanical equipment shall meet screening requirements per City Code. 6. The trash enclosure shall be located on the Elevation Plan and constructed of materials to match the building, with an opaque gate that is compatible with the building finish materials. 7. The Landscape Plan shall be revised to include an updated plant schedule that matches the proposed plantings. 8. If tree mitigation is determined to not be warranted, the Landscape Plan shall be revised to balance the location of the proposed trees. Planning Report – Cub Outlot at Eagan Town Centre November 28, 2017 Page 14 9. The applicant shall submit a revised Tree Inventory and Tree Preservation and Mitigation Plans as necessary. This shall be in addition to any landscape requirement. 10. Building and freestanding signage shall comply with City sign ordinance requirements. 11. The monument sign shall be set back 10’ from the sidewalk easement as required by City Code. 12. The base of the monument sign shall be constructed of the same brick to match the principal structure. 13. This development shall be responsible for a cash trails dedication for the net increase of one commercial lot collected prior to release of the plat for recording. 14. 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. 15. Private utility easements and/or maintenance agreements for the private storm sewer shall be provided in a form acceptable to the City Attorney. 16. This development should provide hydrant spacing and locations in accordance with City Fire Department and Public Works standards. 17. The applicant shall provide an easement or agreement for any work being performed on private property, in a form acceptable to the City Attorney. 18. The applicant shall obtain a right of way permit for any work within Town Centre Drive, and provide a traffic control plan and detour route in a manner acceptable to the City Engineer. 19. The applicant shall restore the street, curb and gutter, and boulevard in a manner acceptable to the City Engineer. 20. The applicant shall construct the sidewalk from the proposed building to the existing Cub Foods and to Town Centre Drive as identified on the Parking Summary Plan. 21. Shared easements for ingress/egress and cross-parking shall be executed in a form acceptable to the City Attorney. 22. All existing privately owned and maintained utilities, and all new utilities proposed with the subdivision, shall be privately owned and maintained. Planning Report – Cub Outlot at Eagan Town Centre November 28, 2017 Page 15 23. The drainage and utility easement proposed to be dedicated over the existing private storm sewer on Lot 1 shall be removed. 24. 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 (or equivalent water quality treatment through filtration) and any other disturbed soils that are not remediated following an approved Soil Management Strategy. 25. The applicant shall provide adequately sized pre-treatment sumps (4’ min. sump depth with skimmer hood, with scour protection and skimmer hood, etc.) immediately upstream of inlets into the underground stormwater chamber system, and for any off-site discharge from the constructed site, to provide for effective capture and easily-accessible cleanout of fine-sand sized particles and floatable pollutants. Pre-Treatment for the underground chamber system shall also include an appropriately-sized header row. Details shall be included in applicable plan sheet(s). 26. Prior to receiving city approval to permit land disturbing activity, the applicant shall provide to the City a minimum of three soil boring logs within the footprint of the proposed underground stormwater 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 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 impervious drainage area. 27. 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 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, to comply with Volume Control requirements. 28. 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. 29. During over-excavation/sub-soil work for the underground stormwater infiltration chamber system, 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 0.5-inch per hour or greater (but less than 8.0-inch per hour). If the sub-soil infiltration rates are less than 0.5-inch per hour (or greater than 8.0-inch per hour), the applicant shall immediately notify the City Engineer with strategy for design adjustment to ensure volume control Planning Report – Cub Outlot at Eagan Town Centre November 28, 2017 Page 16 requirement compliance. 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) 30. Before the city returns any Stormwater-related Performance Guarantee Fees on the development site, the applicant shall provide the City Engineer as-built plans that demonstrate that all constructed stormwater conveyance structures, stormwater management facilities (infiltration basins, etc.) conform to design and/or construction plans, as approved by the City. As-built volumes for retention 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 accordance with the plans and specifications approved. This certification shall be provided by a Professional Engineer licensed in the State of Minnesota. To recommend approval of a Conditional Use Permit for outdoor patio dining for the property located at 1276 Town Centre Drive, proposed to be legally described as Lot 1, Block 1, Town Centre 70 Twenty Third Addition. If approved the following conditions shall apply: 1. This Conditional Use Permit shall be recorded with the Dakota County Recorder’s office within 60 days of approval by the City Council, with the following exhibits:  Site Plan  Patio Plan 2. The outdoor dining patio shall provide outdoor seating of not more than 48 seats as shown on the Patio Plan. 3. A detailed Fence Plan that meets City Code requirements shall be submitted with the Building Permit. 4. The outdoor dining area shall be kept in a clean and orderly manner. No food or beverages shall be stored outdoors, unless a suitable means for such storage has been reviewed and approved by the City. To recommend approval of a Conditional Use Permit for a drive-through restaurant for the property located at 1276 Town Centre Drive, proposed to be legally described as Lot 1, Block 1, Town Centre 70 Twenty Third Addition. If approved, the following conditions shall apply. 1. This Conditional Use Permit shall be recorded at Dakota County within 60 days of approval by the City Council, and proof of recording submitted to the City. Planning Report – Cub Outlot at Eagan Town Centre November 28, 2017 Page 17 To recommend approval of a Conditional Use Permit for on-sale liquor for the property located at 1276 Town Centre Drive, proposed to be legally described as Lot 1, Block 1, Town Centre 70 Twenty Third Addition. If approved, the following conditions shall apply. 1. This Conditional Use Permit shall be recorded at Dakota County within 60 days of approval by the City Council, and proof of recording submitted to the City. 2. A liquor license shall be obtained from the City for the restaurant. On-sale liquor sales also shall comply and be operated in accordance with all relevant state laws and regulations. 3. A detailed Fence Plan that meets City Code requirements and state laws and regulations shall be submitted with the Building Permit. D. 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. 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 G. 1. H. 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. Tree Preservation and Mitigation 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. 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. I.Wetlands Protection and Management TOWNCENTREDRIVEDUCKWOODDRDENMARK AVECRESTRIDGE LANEPINECREST CTKOLSTAD ROADDENMARK AVEDENJURDYCTSJU R D Y CTMARICE DRSHERMAN COURTHIGH-SITEDRIVEJURDYROADJ U RDY R OAD MARICECTNORWESTBRAUN CTDREXEL CTCTDENMARK CTDENMARKCTARKTRAILO 'LEAR YLA N E TOWNCENTREDRIVEGOLFVIEWDRQUBLUEJAYWAYKRESTWOOD LNHUMMINGBIRD BLUEHERONCTDUC KWO O D TR K I T T I WA KE CIRDUCKWOODTRAIL CARDINALWAYWILLBR O O D CT.CANARYWAYBLUEJAYCTDUCKWOOD DRIVEBLUEJAYWAYDUCKWOOD DRBALDEAGLECTWIDGEONW A Y WIDGEONWAYTANANGERCTFLICKERCRWOODTHRUSHCTMOURNINGDOVECTK I N G L E T C T FALCON WAY81ST ST WCRESTRIDGE DRENGLERT RDENTRALPARKWAYCT CREST R I D G E C T KOLSTADLNTOWN CENTRE DRTIMBERSHORELANECROSSROADCT.WIDGEONWAYMERGANSER CTS P O O N B IL L C IR DENMARK AVENORTHWOOD PKWYDENMARK AVEPROMENADE AVENORTHWOODCIRTOWNCENTREDRIVEWIDGEONWAY.H.NO.31(PILOTKNOBROAD)COUNTY ROAD NO.28 (YANKEE DOODLE ROAD)C.S.A.H. NO. 31 (PILOT KNOB ROAD)CO. RD. NO. 43 (LEXINGTON AVE.)COUNTY ROAD NO.43 (LEXINGTON AC.S.A.H. NO. 31 (PILOT KNOB ROAD)NGTONDRIVEWOOD DRRCentralPark ParkParkFishLakeParkMoonshineParkO'LearyLake ParkLocation Map01,000500Feet´§¨¦35E§¨¦494Cliff RdDiffley RdYankee Doodle RdLone Oak RdMap Area ExtentProject Name: Cub Outlot @ Eagan Town CentreRequests: Preliminary Subd; Conditional Use PermitsCase Nos.: 15-PS-10-10-17; 15-CU-15-10-17;15-CU-14-10-17; 15-CU-13-10-17Subject Site Town Centre DriveDenmark AvenueDenmark AvenueDenmark Avenue100 050Feet´This map is for reference use only. This is not a survey and is not indtended to be used as one.Aerial photo-Spring 2016Project Name: Cub Outlot @ Eagan Town CentreRequests: Preliminary Subd; Conditional Use PermitsCase Nos.: 15-PS-10-10-17; 15-CU-15-10-17;15-CU-14-10-17; 15-CU-13-10-17 EXISTINGCUBFOODSEXISTINGSTRIPRETAIL/RESTAURANT107702701010107702801010107703101010107702901010107703301010107704001010107704001020107704101020107704101010107702601010107702601020107703901010PROPOSEDRETAILBUILDING350' RADIUS3 5 0 .0 '107705101010107706901020107706901010102247801011SHEET NUMBER2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CUB OUTLOT ATEAGAN TOWN CENTEREAGAN, MNPRELIMINARY - NOT FOR CONSTRUCTIONADJACENTPROPERTYEXHIBITNORTH ABBBBBTYP.BTYP.BCCCCCDDCDDDEEFFFEETOWN CENTRE DRIVE48.1'35.0'LIMITS OF CONSTRUCTIONREMOVE BITUMINOUS SURFACEREMOVE CONCRETE SURFACEREMOVE TREEREMOVE CONCRETE CURB & GUTTERPROPERTY LINEEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATERMAINEXISTING CONTOUREXISTING SIGNEXISTING STORM STRUCTUREEXISTING HYDRANTEXISTING POWER POLEEXISTING LIGHT POLEEXISTING TREELEGENDCLEARING & GRUBBINGEXISTING CURB & GUTTERSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©NORTHCUB OUTLOT ATEAGAN TOWN CENTREEAGAN, MNPRELIMINARY - NOT FOR CONSTRUCTIONEXISTINGCONDITIONS ANDDEMOLITION PLANKEYNOTE LEGENDRELOCATE EXISTING SIGNREMOVE TREEPROTECT IN PLACE EXISTING UTILITY STRUCTUREPROTECT UNDERGROUND UTILITYPROTECT IN PLACE EXISTING SIGNPROTECT IN PLACE EXISTING LIGHT POLE1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN ALOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS,FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCHTHAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BEREMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITHSUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS.2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE ANDDISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOROBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALLPROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THEOWNER AND OWNERS REPRESENTATIVE.3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES ATALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THECONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/ORTHE CITY.4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TOTHE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATEWITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BEPERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAIDTO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FORPAYING ALL FEES AND CHARGES.5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINEDFROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THECONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY.PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THEUTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OFPROPOSED WORK.6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED ASTHE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFYEXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATEDFEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION ANDREMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK.7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BEREMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITYCOMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSECOORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTHTRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTINGUTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) ASAPPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALLBE COORDINATED IN ACCORDANCE WITH EAGAN, DAKOTA COUNTY AND MNDOT.9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURINGCONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTEDOR ALTERED AT ANY TIME DURING CONSTRUCTION.10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BEINSTALLED.11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREASWHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGEIS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BERESPONSIBLE FOR ITS REMOVAL AND REPAIR.12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THECITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSUREADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THISSPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BERESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITHTHE CITY OF EAGAN DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAINSHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRACOMPENSATION WILL BE PROVIDED.13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS.14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES.15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER ANDOWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR INACCORDANCE WITH ALL STATE OF MINNESOTA REQUIREMENTS.16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THECONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVEIMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PERTHE PROJECT DOCUMENTS.17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTEREDON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THEENGINEER.DEMOLITION PLAN NOTESSOIL MANAGEMENT STRATEGY1. CITY OF EAGAN REQUIRES THAT ALL DISTURBED PERVIOUS AREASRECEIVE SOIL COMPACTION REMEDIATION PRIOR TO FINALSTABILIZATION. IMPLEMENTATION DOCUMENTATION SHALL BEPROVIDED TO CITY WATER RESOURCES STAFF TO VERIFYAPPROVED SOIL MANAGEMENT STRATEGY COMPLIANCE.DOCUMENTATION INCLUDES BUT IS NOT LIMITED TO: ON-SITE SOILSAMPLES, COMPACTION TESTING, AND SOIL ORGANIC CONTENTTEST RESULTS.2. SOIL REMEDIATION SHALL OCCUR PRIOR TO ANY INSTALLATION OFIRRIGATION SYSTEM COMPONENTS, TREES, SHRUBS, SOD AND/ORSEED.3. CONTRACTOR SHALL PROVIDE MINIMUM OF 24-HOUR NOTICE TOCITY WATER RESOURCES SPECIALIST (651-675-5335) TO ARRANGEINSPECTION OF SOIL LOOSENING / AMENDMENT PROCESS TOVERIFY SOIL RESTORATION COMPLIANCE.4. ALL DISTURBED AREAS TO BE REVEGETATED (SOD, LANDSCAPING)SHALL HAVE 12-INCH MINIMUM DEPTH OF SOIL LOOSENING (E.G.SOIL RIPPING / VERTICAL SPADING) AND 3-INCH MINIMUM DEPTH OFMNDOT 3890 GRADE 2 COMPOST INCORPORATED INTO THE TOP6-INCH DEPTH OF SOIL TO RESTORE SOIL PERMEABILITY5. LOOSENED / AMENDED SOILS SHALL HAVE A MAXIMUM OF 200 PSI INTOP 12-INCHES AND A MINIMUM OF 5% ORGANIC CONTENT IN TOP6-INCHES OF SOIL.STORMWATER INFILTRATION TESTING NOTES1. CITY WATER RESOURCES STAFF SHALL BE GIVEN 24-HOUR ADVANCE NOTICE PRIORTO INFILTRATION TESTING AND ANY EXCAVATION AND/OR SOIL BACKFILLING WITHININFILTRATION AREAS.2. NO CONSTRUCTION EQUIPMENT SHALL TRAVEL WITHIN THE INFILTRATION BASINAREA. USE EXCAVATOR WITH TOOTHED BUCKET FOR INFILTRATION BASINEXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS.3. FINAL EXCAVATION OF THE INFILTRATION BASIN AND INSTALLATION / INCORPORATIONOF SOIL-MEDIA MIX MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARINGAND COMPACTION. DO NOT WORK IN INFILTRATION BASIN IF SOIL CONDITIONS AREWET.4. CARE MUST BE TAKEN TO AVOID CONTAMINATION OF SOIL MEDIA MIX WITH SEDIMENT,IN-SITU OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BESEGREGATED.5. AFTER OVER EXCAVATION, AND PRIOR TO PLACEMENT OF SOIL MEDIA MIX, USEFROST RIPPER TO DEEPLY LOOSEN SUB-SOILS TO A MINIMUM DEPTH OF 2-FEET AND AMAXIMUM SPACING OF 2-FEET, BEFORE BACK-FILLING WITH SOIL MEDIA MIX. UPONPLACEMENT OF SOIL MEDIA MIX, INCORPORATE / RIP SOIL MEDIA MIX INTO LOOSENEDUNDERLYING SOILS A MINIMUM DEPTH OF 6".6. USE EXCAVATOR BUCKET TO PLACE SOIL-AMENDMENT - DO NOT USE LOADER WITHINTHE BASIN TO EXCAVATE OR PLACE SOIL AMENDMENT. LEVELING AND FINAL GRADINGWITHIN THE BIORETENTION BASINS MUST BE COMPLETED BY HAND.7. IMMEDIATELY FOLLOWING BASIN CONSTRUCTION, THE BOTTOM AND SIDE SLOPES OFTHE BASIN MUST BE FULLY STABILIZED. TEMPORARY SILT FENCE SHALL BE INSTALLEDAT THE BASE OF THE INFILTRATION BASIN SIDE-SLOPE AND THE TOP OF THESIDE-SLOPE OF THE INFILTRATION BASIN PERIMETER, AND REMAIN UNTIL THEDRAINAGE AREA IS STABILIZED.8. PRIOR TO INFILTRATION BASIN SOIL RIPPING AND SOIL MEDIA REPLACEMENT,GENERAL CONTRACTOR MUST DEMONSTRATE THAT THE UNDISTURBED SUB-SOIL OFANY INFILTRATION AREA MUST BE ABLE TO INFILTRATE AT A RATE NO LESS THAN0.9-INCHES PER HOUR IN SATURATED CONDITIONS. PROVIDE CITY WITH 24-HOURNOTICE OF INFILTRATION RATE TESTING AND PROVIDE CITY WITH TESTING RESULTSWITHIN 24-HOURS OF TEST COMPLETION. IF RESULTS ARE LESS THAN 0.9-INCHES PERHOUR, THE CITY MAY REQUIRE DEEPER SUB-SOIL EXCAVATION/SOIL MEDIABACKFILLING AS NEEDED TO REACH SUB-SOILS WITH ACCEPTABLE INFILTRATIONRATES.CONTRACTOR SHALL COORDINATE AND COMPLETE CERTIFIEDAS-BUILT PLANS DEMONSTRATING ALL CONSTRUCTEDSTORMWATER CONVEYANCE STRUCTURES, STORMWATERMANAGEMENT FACILITIES (INCLUDING AS-BUILT VOLUMES),AND SOIL MANAGEMENT STRATEGIES CONFORM TO DESIGNAND/OR PLANS AS APPROVED BY THE CITY.24-HOURS PRIOR TO INFILTRATION BASIN OVER-EXCAVATION,THE CONTRACTOR SHALL NOTIFY THE CITY OF EAGAN WATERRESOURCES SPECIALIST (651-675-5335), AND THE OWNER (OROWNER'S REPRESENTATIVE), THAT OVER-EXCAVATION WILLBE OCCURRING, TO INSPECT PRIOR TO SOIL MEDIAPLACEMENT, TO VERIFY THAT EXPECTED SUB-SOILINFILTRATION RATES WILL BE ACHIEVED.AVOID COMPACTION OF INFILTRATION AREAS: CONTRACTORSHALL NOT DRIVE EQUIPMENT OVER STORMWATERTREATMENT AREAS THROUGHOUT CONSTRUCTION. PROPOSED6,000SFRETAIL/RESTAURANTBUILDING60'X100'FFE:901DEGGGGGGIIIHKKKKKKKKKKKLJPPPPPPOOOLQQQAABBCCHRRSTUUUVWXYYYYYAAAAAAAAAAYYZZZCENTER LINE OFROADEXSITINGPROPERTY LINE30' BUILDINGSETBACK20' BUILDING SETBACK20' PARKINGSETBACK5' PARKING SETBACKDRIVE THROUGHWINDOW20' BUILDINGSETBACK8.0'7.0'19.0'10.0'19.0'10.0'4.4'5.0'5.0'10.8'11.1'41.5'4.8'2 2 .6 '10.0'24.0'34.8'39.6'30.0'30.0'10.0'19.0'R2.0'R3.0'R10.0'R15.0'R10.0'R20.0'R40.0'R50.0'R1.0'R1.0'R5.0'R5.0'R2.0'R2.0'10.0'R5.0'5.0' 31.9'TOWNCENTREDRIVER20.0'19.0'2 6 .0 '10.0'2 6 .4 '1 9 .0 '10.0'1 9 .0 '2 4 .0 '27.0'R2.0'R2.0'25.5'25.5'2 7 .8 'R3.0'R3.0'R2.0'R2.0'R3.0'R2.0'R2.0'R8.0'R3.0'R5.0'10.0'19.0'R5.0'R15.0'R27.0'R10.0'R15.0'12.0'PROPOSEDPROPERTY LINEPROPOSED STORMSEWER EASEMENT4 7 .7 '35.0'R8.0'R8.0'R3.0'R3.0'R20.0'R10.0'R3.5'R30.0'5.7'48.1'35.0'24.0'18.0'18.0'5.7'MATCH LINEBB10.4'CCCCCAA3.8'PPPPPE7.3'PROPERTY LINESETBACK LINELEGENDAAAAAAAAMATCH LINE 5.0' 4.7'IWCCEXISTINGPPSHEET NUMBER2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CUB OUTLOT ATEAGANTOWNCENTREEAGAN, MNPRELIMINARY - NOT FOR CONSTRUCTIONKEYNOTE LEGENDACCESSIBLE STALLACCESSIBLE SIGNADA RAMPDUMPSTER ENCLOSURE. REF ARCH PLANSOUTDOOR PATIO. REF ARCH PLANSGENERAL LOCATION OF MONUMENT SIGNS. REF ARCHPLANS. LOCATION PROVIDED FOR REFERENCE ONLY.EXACT LOCATION OF SIGN TO BE PROVIDED WITH SIGNPERMITPAVEMENT MARKING. 4" SOLID WHITE (TYP.)PROPOSED STOP SIGNEXISTING STOP SIGN"ENTER ONLY" SIGNB612 CURB AND GUTTER"DO NOT ENTER" SIGNTRANSFORMERDRIVE THRU MONUMENT SIGNDIRECTIONAL PAVEMENT MARKING. SEE DETAILMATCH TO EXISTING B612 CURB AND GUTTEREXISTING STORM STRUCTUREAREA STRIPED 4" SOLID WHITE 2' O.C.VALLEY GUTTERMOUNTABLE CURBCURB CUTPROPOSED UNDERGROUND INFILTRATION SYSTEMEXISTING MONUMENT SIGNPROPOSED MONUMENT SIGNEXISTING LIGHT POLEPROPOSED LIGHT POLERELOCATED LIGHT POLEPROPOSED TRANSFORMERPROPOSED BIKE RACKSITE PLANCODE REQUIREMENTS SUMMARYPARKING SETBACKSREQUIREDPROPOSEDFRONT 20' 20'REAR/SIDE 5' 5'PARKING STALL REQUIREMENTSREQUIREDPROPOSEDDRIVE-THRU RESTARAUNT *42 STALLS 28 STALLSFAST-CASUAL RESTAURANT **26 STALLS 27 STALLSPATIO SEATING******16 STALLS 0 STALLSADA STALLS 3 STALLS 3 STALLSTOTAL 84 STALLS 55 STALLSCODE REQUIREMENTS SUMMARYSITE AREASEXISTING SITE ZONING CSC - COMMUNITY SHOPPING CENTERTOTAL LOT AREA 1.65 ACPROPOSED BUILDING6,000 SFPROPOSED IMPERVIOUS AREA1.14 AC (69.09%)PROPOSED PERVIOUS AREA0.51 AC (30.91%)EXISTING PROPOSEDPERVIOUS0.53 AC (32.1%) 0.51 AC (30.91%)IMPERVIOUS1.12 AC (67.9%) 1.14 AC (69.09%)BUILDING SETBACKSREQUIREDPROPOSEDFRONT (NORTH & WEST)30' 123.25'SIDE (EAST)10' 59.15'REAR 20' 41.50'* 2,500 SF DRIVE-THRU RESTAURANT (1 STALL/ 60 SF GFA)** 3,500 SF FAST-CASUAL RESTAURANT REQUIRED PARKING (1 SPACE / 3OCCUPANTS, ASSUMED 102 OCCUPANTS: (3500 SF) * (40%) / (18SF/SEAT) + (24 OUTDOOR SEATS) = 102 TOTAL SEATS)*** 48 OUTDOOR PATIO SEATS: 24 OUTDOOR PATIO SEATS FORDRIVE-THRU RESTAURANT + 24 OUTDOOR PATIO SEATS FOR 3,500 SFFAST-CASUAL RESTAURANT (1 STALL/ 3 SEATS)SITE PLAN NOTES1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A.STANDARDS.2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFVESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONSAND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISENOTED. STRIPED RADII ARE TO BE 5'.4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATEDAS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS)INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC.AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS ANDPROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDEDIN BASE BID.7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY SUNDE,DATED 06/30/2017.7.1. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINEDTHEREIN.8. TOTAL LAND AREA IS 1.65 ACRES.9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL &INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITSNECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN.10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN.11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OROTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS ANDRIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE.12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS.13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS.14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.16. ALL PARKING STALLS TO BE 10' IN WIDTH AND 19' IN LENGTH UNLESS OTHERWISE INDICATED. DEVELOPMENT PROPOSES THE REMOVAL OF 20 STALLS 10.0' EXISTING CUB FOODS EXISTING STRIP RETAIL/RESTAURANT EXISTING SURFACE PARKING LOT - NO IMPROVEMENTS REQUIRED PROPOSED RETAIL/RESTAURANT BUILDING 6,000 SF SHEET NUMBER2017KIMLEY-HORNANDASSOCIATES,INC.2550UNIVERSITYAVENUEWEST,SUITE238N,ST.PAUL,MN55114PHONE:651-645-4197WWW.KIMLEY-HORN.COM©CUBOUTLOTATEAGANTOWNCENTREEAGAN,MNPRELIMINARY-NOTFORCONSTRUCTIONPARKINGSUMMARYPROPOSED SITE PARKING SUMMARY TOTAL SITE STALLS REQUIRED 767 SPACES TOTAL SITE STALLS PROPOSED 772 SPACES EXISTING CUB FOODS APPROXIMATE BUILDING AREA 63,000 SF EXISTING PARKING PROVIDED 372 SPACES PARKING PROVIDED AFTER DEVELOPMENT 221 SPACES REQUIRED PARKING 240 STALLS PROPOSED PARKING RATIO AFTER DEVELOPMENT 3.5 STALLS/ 1,000 SF PROPOSED DEVELOPMENT REQUIRED PARKING FOR: 2,500 SF DRIVE-THRU RESTAURANT (1 STALL/ 60 SF GFA)42 SPACES REQUIRED PARKING FOR: 3,500 SF RESTAURANT (1 SPACE / 3 OCCUPANTS -ASSUMED 78 OCCUPANTS)26 SPACES** REQUIRED PARKING FOR: 48 PATIO SEATS (1 SPACE / 3 SEATS)16 SPACES REQUIRED PARKING TOTAL 84 SPACES PROPOSED PARKING*55 STALLS (9.16 STALLS/ 1,000 SF) * ADA STALLS REQUIRED/ PROVIDED 3 STALLS/ 3 STALLS EXISTING SHOPPING MALL APPROXIMATE BUILDING AREA 98,200 SF EXISTING PARKING PROVIDED 496 SPACES REQUIRED PARKING 443 SPACES*** * RETAIL: 1 SPACE/ 200 SF FOR RETAIL BETWEEN 0 SF AND 10,000 SF. 1 SPACE/ 250 SF FOR RETAIL BETWEEN 10,001 SF AND 30,000 SF AND 1 SPACE/ 300 SF OF RETAIL GREATER THAN 30,000 SF. OFFICE: 1 SPACE/150 SF OF NET LEASABLE FLOOR AREA. RESTAURANT: 1 SPACE/ 3 SEATS **ASSUMED 40% PATRON AREA AND 18 SF PER SEAT PLUS 5 EMPLOYEES PER 1,000 SF OF PREP AREA. ***PARKING CALCULATIONS FOR EXISTING SHOPPING MALL: RETAIL PORTION: 85,200 SF 10,000/200 = 50 20,000 SF/250 = 80 55,200 SF/300 = 184 TOTAL RETAIL = 314 STALLS RESTAURANT PORTION: 13,000 SF 40% PARTRON AREA = 5,500 SF/15SF/OCC = 347 OC 60% PREP AREA 7,800 SF = 39 EMP TOTAL OCC 386 0CC = 129 PARKING STALLS NORTH PROPOSED 6,000 SFRETAIL/RESTAURANTBUILDING60' X 100'FFE: 9011.64%1.54%1.44%1.93%2.29%2.18%2.13%2.16%2.37%3.62%3.24%1.69%1.45%3.12%1.74%1.67%1.71%3.58%1.97%2.46%2.64%3.50%1.67%1.27%2.95%1.58%3.59%2.76%2.03%3.94%1.60%31.35%21.20%6.21%20.65%6.86%11.60%2.56%2.73%1.78%1.75%2.33%1.39%2.48%2.13%1.33%1.84%1.39%1.43%1.51%1.85%2.18%1.32%3.47%1.74%3.63%1.80%1.83%3.85%1.61%1.95% 2.87%2.54%2.78%2.82%1.85%5.68%1.40%1.35%1.63%4.21%10.43%11.03%2.48%2.02%7.03%11.77%8.82%2.71%1.53%1.41%2.09%1.76%1.47%1.43%4.21%2.29%PROPOSED UNDERGROUNDINFILTRATION SYSTEMSEE DETAIL ON THIS SHEET6.91% 1.74% 2.24%5.28%7.60%1.83%1.46%1.50%0.96%1.13%CONNECT TO EXISTINGSTRUCTURE48.1'30.0'PROPOSEDSOIL BORINGLOCATIONPROPOSEDSOIL BORINGLOCATIONPROPOSEDSOIL BORINGLOCATIONPROPOSEDSOIL BORINGLOCATION1.71%4.63%1.24%MAXIMUM OF 1.8%CROSS SLOPE7.67%8.02%0.94%3.73%1.57%2.21%0.26%MATCH LINE1.71%1.64%1.54%MAXIMUM OF 1.8%CROSS SLOPE7.39%???MATCH LINESHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©NORTHCUB OUTLOT ATEAGAN TOWN CENTREEAGAN, MNPRELIMINARY - NOT FOR CONSTRUCTIONGRADING PLANPROPOSED MANHOLEPROPOSED CATCH BASINPROPOSED STORM SEWERPROPERTY LINEEXISTING CONTOURPROPOSED CONTOUR925PROPOSED SPOT ELEVATIONXXX.XXLEGEND18"(450 mm) MIN*8'(2.4 m)MAX6" (150 mm)MINEXCAVATION WALL(CAN BE SLOPEDOR VERTICAL)12" (300 mm) MIN12" (300 mm) TYP51" (1295 mm)6"(150 mm) MINPERIMETER STONEADS GEOSYNTHETICS 601T NON-WOVENGEOTEXTILE ALL AROUND CLEAN CRUSHED,ANGULAR STONE IN A & B LAYERS30"(760 mm)DEPTH OF STONE TO BE 6" (150 mm) MIN*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAYOCCUR, INCREASE COVER TO 24" (600 mm).PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)SC-740END CAPDCBASTONE IE: 892.00TOP CHAMBER: 895.00TOP STONE : 895.50CHAMBER IE: 892.50UNDERGROND STORMTECH/SAND INFILTRATION SYSTEMSTORMWATER TREATMENT REQUIREMENTSCITY OF EAGAN REQUIRES THAT THE FIRST 1.1 INCHES OF RUNOFF FROM IMPERVIOUS SURFACES BE CAPTUREDAND RETAINED ONSITE.PROPOSED IMPERVIOUS AREA (INCL. BLDG) = 65,530 SFREQUIRED TREATMENT VOLUME = ±6,282 CFPROPOSED INFILTRATION AREA TREATMENT VOLUME = ±6,823 CFCITY OF EAGAN REQUIRES THAT PEAK RUNOFF RATES DO NOT EXCEED PRE-DEVELOPMENT CONDITIONS.EXISTING PERVIOUS AREA = 69,212 SF. PROPOSED PERVIOUS AREA = ±68,530 SF.EXISTING SOILS ONSITE ARE HYDROLOGIC SOIL GROUP B. FOR THE UNDERGROUND SYSTEM, 0.15 IN/HR ISASSUMED24-HOURS PRIOR TO INFILTRATION BASIN OVER-EXCAVATION,THE CONTRACTOR SHALL NOTIFY THE CITY OF EAGAN WATERRESOURCES SPECIALIST (651-675-5335), AND THE OWNER (OROWNER'S REPRESENTATIVE), THAT OVER-EXCAVATION WILLBE OCCURRING, TO INSPECT PRIOR TO SOIL MEDIAPLACEMENT, TO VERIFY THAT EXPECTED SUB-SOILINFILTRATION RATES WILL BE ACHIEVED.STORMWATER INFILTRATION TESTING NOTESCITY WATER RESOURCES STAFF SHALL BE GIVEN 24-HOUR ADVANCE NOTICE PRIOR TO INFILTRATION TESTINGAND ANY EXCAVATION AND/OR SOIL BACKFILLING WITHIN INFILTRATION AREAS.NO CONSTRUCTION EQUIPMENT SHALL TRAVEL WITHIN THE INFILTRATION BASIN AREA. USE EXCAVATOR WITHTOOTHED BUCKET FOR INFILTRATION BASIN EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS.FINAL EXCAVATION OF THE INFILTRATION BASIN AND INSTALLATION / INCORPORATION OF SOIL-MEDIA MIX MUSTOCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING AND COMPACTION. DO NOT WORK IN INFILTRATIONBASIN IF SOIL CONDITIONS ARE WET.CARE MUST BE TAKEN TO AVOID CONTAMINATION OF SOIL MEDIA MIX WITH SEDIMENT, IN-SITU OR TOPSOILDURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED.AFTER OVER EXCAVATION, AND PRIOR TO PLACEMENT OF SOIL MEDIA MIX, USE FROST RIPPER TO DEEPLY LOOSENSUB-SOILS TO A MINIMUM DEPTH OF 2-FEET AND A MAXIMUM SPACING OF 2-FEET, BEFORE BACK-FILLING WITHSOIL MEDIA MIX. UPON PLACEMENT OF SOIL MEDIA MIX, INCORPORATE / RIP SOIL MEDIA MIX INTO LOOSENEDUNDERLYING SOILS A MINIMUM DEPTH OF 6".USE EXCAVATOR BUCKET TO PLACE SOIL-AMENDMENT - DO NOT USE LOADER WITHIN THE BASIN TO EXCAVATE ORPLACE SOIL AMENDMENT. LEVELING AND FINAL GRADING WITHIN THE BIORETENTION BASINS MUST BE COMPLETEDBY HAND.IMMEDIATELY FOLLOWING BASIN CONSTRUCTION, THE BOTTOM AND SIDE SLOPES OF THE BASIN MUST BE FULLYSTABILIZED. TEMPORARY SILT FENCE SHALL BE INSTALLED AT THE BASE OF THE INFILTRATION BASIN SIDE-SLOPEAND THE TOP OF THE SIDE-SLOPE OF THE INFILTRATION BASIN PERIMETER, AND REMAIN UNTIL THE DRAINAGEAREA IS STABILIZED.PRIOR TO INFILTRATION BASIN SOIL RIPPING AND SOIL MEDIA REPLACEMENT, GENERAL CONTRACTOR MUSTDEMONSTRATE THAT THE UNDISTURBED SUB-SOIL OF ANY INFILTRATION AREA MUST BE ABLE TO INFILTRATE AT ARATE NO LESS THAN 0.9-INCHES PER HOUR IN SATURATED CONDITIONS. PROVIDE CITY WITH 24-HOUR NOTICE OFINFILTRATION RATE TESTING AND PROVIDE CITY WITH TESTING RESULTS WITHIN 24-HOURS OF TEST COMPLETION.IF RESULTS ARE LESS THAN 0.9-INCHES PER HOUR, THE CITY MAY REQUIRE DEEPER SUB-SOIL EXCAVATION/SOILMEDIA BACKFILLING AS NEEDED TO REACH SUB-SOILS WITH ACCEPTABLE INFILTRATION RATES.CONTRACTOR SHALL COORDINATE AND COMPLETE CERTIFIEDAS-BUILT PLANS DEMONSTRATING ALL CONSTRUCTEDSTORMWATER CONVEYANCE STRUCTURES, STORMWATERMANAGEMENT FACILITIES (INCLUDING AS-BUILT VOLUMES),AND SOIL MANAGEMENT STRATEGIES CONFORM TO DESIGNAND/OR PLANS AS APPROVED BY THE CITY.AVOID COMPACTION OF INFILTRATION AREAS: CONTRACTORSHALL NOT DRIVE EQUIPMENT OVER STORMWATERTREATMENT AREAS THROUGHOUT CONSTRUCTION.UNDERGROUND PIPE INFILTRATION SYSTEM SHALL HAVESATURATED CONDITION INFILTRATION RATE MEASURED.SOIL MANAGEMENT STRATEGYCITY OF EAGAN REQUIRES THAT ALL DISTURBED PERVIOUS AREAS RECEIVE SOIL COMPACTION REMEDIATIONPRIOR TO FINAL STABILIZATION. IMPLEMENTATION DOCUMENTATION SHALL BE PROVIDED TO CITY WATERRESOURCES STAFF TO VERIFY APPROVED SOIL MANAGEMENT STRATEGY COMPLIANCE. DOCUMENTATIONINCLUDES BUT IS NOT LIMITED TO: ON-SITE SOIL SAMPLES, COMPACTION TESTING, AND SOIL ORGANIC CONTENTTEST RESULTS.SOIL REMEDIATION SHALL OCCUR PRIOR TO ANY INSTALLATION OF IRRIGATION SYSTEM COMPONENTS, TREES,SHRUBS, SOD AND/OR SEED.CONTRACTOR SHALL PROVIDE MINIMUM OF 24-HOUR NOTICE TO CITY WATER RESOURCES SPECIALIST(651-675-5335) TO ARRANGE INSPECTION OF SOIL LOOSENING / AMENDMENT PROCESS TO VERIFY SOILRESTORATION COMPLIANCE.ALL DISTURBED AREAS TO BE REVEGETATED (SOD, LANDSCAPING) SHALL HAVE 12-INCH MINIMUM DEPTH OF SOILLOOSENING (E.G. SOIL RIPPING / VERTICAL SPADING) AND 3-INCH MINIMUM DEPTH OF MNDOT 3890 GRADE 2COMPOST INCORPORATED INTO THE TOP 6-INCH DEPTH OF SOIL TO RESTORE SOIL PERMEABILITYLOOSENED / AMENDED SOILS SHALL HAVE A MAXIMUM OF 200 PSI IN TOP 12-INCHES AND A MINIMUM OF 5%ORGANIC CONTENT IN TOP 6-INCHES OF SOIL.FILTRATION MEDIA SHALL CONSIST OF WASHEDMNDOT SPEC 3149.J.1 MEDIUM FILTERAGGREGATE.UNDERGROUND INFILTRATION STORAGE:TOTAL AVAILABLE STORAGE: 23,981 CFPROPOSED LAYOUT: 58.5' X 188' 12 ROWS OF 26 CHAMBERS TOTAL OF 312 CHAMBERS PROPOSED 6,000 SFRETAIL/RESTAURANTBUILDING60' X 100'FFE: 90155 LF 8" DIP56 LF 6" DIP7.0 LF 6" DIP194 LF 8" DIP61 LF 6" SCH40 PVC188 LF 6" SCH40 PVC45° BEND45° BEND148 LF 6" SCH40 PVCPROPOSED MANHOLEINV = 895.85PROPOSED MANHOLEINV = 892.86CONNECT TOEXISTING MANHOLETOP = 899.3INV = 889.1FIRE HYDRANT8" VALVE8" TEE8" VALVE6" REDUCERWET TAP TO EXISTING 8" DIPSANITARY CLEANOUT8" VALVE48.1'35.0'TOWN CENTRE DRIVEPROPOSED UNDERGROUNDINFILTRATION SYSTEM58.5' X 188'STONE IE: 892.00CHAMBER IE: 892.50TOP CHAMBER: 895.00TOP STONE: 895.50SEE SHEET C4.0 FOR DETAIL30.0'PROPOSED SANITARY MANHOLEPROPOSED SANITARY SEWERPROPOSED WATERMAINPROPOSED GATE VALVEPROPOSED HYDRANTPROPOSED TEEPROPOSED REDUCERLEGENDPROPOSED SANITARY SEWERPROPOSED WATERMAINPROPOSED GATE VALVEPROPOSED HYDRANTPROPOSED TEEPROPOSED REDUCERLEGENDSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©NORTHCUB OUTLOT ATEAGAN TOWN CENTREEAGAN, MNPRELIMINARY - NOT FOR CONSTRUCTIONUTILITY PLANUTILITY PLAN NOTES1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OFPROPOSED UTILITIES.2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS:8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP6" PVC SCHEDULE 40 PER ASTM D-3034DUCTILE IRON PIPE PER AWWA C1503. WATER LINES SHALL BE AS FOLLOWS:6" AND LARGER, PVC C-900 PER ASTM D 2241CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 1504" AND LARGER DUCTILE IRON PIPE PER AWWA C150SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PERANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241.4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUSTBLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THECITY SPECIFICATIONS AND PROJECT DOCUMENTS.6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18"VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE ORSTRUCTURE).7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. N THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES,STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THESANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEETON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVEMECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE AMINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 ORANSI 21.11 (AWWA C-151) (CLASS 50).9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFOREBACKFILLING.10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSEDPAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, INGREEN AREAS, WITH WATERTIGHT LIDS.11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSIONSTRENGTH AT 3000 P.S.I.12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEWLINES.13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF EAGANAND/OR MINNESOTA WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATERAND SEWER LINES.15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATIONOF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THEVARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THECONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURSBEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIESWHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/ORCERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES.17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATIONREQUIREMENTS AND SPECIFICATIONS.18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THEINTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS.20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED ANDMAINTAINED.21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTIONBLOCKING. PAGE 1 OF 1Date:10/12/2017Scale: 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.Checked By: JILLDrawn By: JILLEAGAN TOWN CENTRE REST DEVEAGAN, MNLuminaire ScheduleSymbolQtyLabelArrangementLLFDescriptionArr. WattsLum. LumensCalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinCALC POINTS GRADEIlluminanceFc1.476.80.0N.A.N.A.PROPERTY LINEIlluminanceFc1.404.30.114.0043.00PARKINGIlluminanceFc2.535.50.92.816.114EE-EXISTINGSINGLE0.900INVUE EMM-E02-LED-E1-5WQ-SR-B-BZ VA6105 @ 10FT EXISTIG POLE52.159753ZZSINGLE0.900GLEON-AF-04-LED-E1-T4FT ON NEW 30FT POLE MATCH EXISTING CUB LOT POLES225241562II-EXISTINGSINGLE0.900GPC-AF-02-LED-E1-T3-BZ-QM ON EXISTING POLE 20FT RSS113124252AA-EXISTINGBACK-BACK0.900MCGRAW GLEON-AF-04-LED-E1-5WQ-SA-BZ ON EXISTING 30FT POLE450252912BB-EXISTINGBACK-BACK0.900MCGRAW GLEON-AF-04-LED-E1-T3-SA-BZ ON EXISTING 30FT POLE45024017Plan ViewScale: 1 inch= 35 Ft.18" RCP ST S21" RCP ST ST O W N C E N T R E 7 0 S E C O N D A D D I TC E N T R E7 0 N I N T HM N D E P T O F T R AR / W P L A T N O. 1 9 - B L O C K 1L O T 1L O T 2T O W NC E5510101717202902017171 51 5 1 536 36" RCP ST S12" RCP ST S12" RCP ST S36" RCP ST S36" RCP ST S3 0 "R C P S T S ST S1 2 " R C P S T S 24" RCP ST S27" RCP ST S27"RCP ST S27" RCP ST S12"RCP ST SB I T U M I N O U SB I T U M I N O U SB I T U M I N O U SB I T U M I N O U SB I T U M I N O U SB I T U M I N O U SB I T U M I N O U SB I T U M I N O U SB I T U M I N O U SB I T U M I N O U SADDITIONDRAINAGE AND UTILITY EASEMENT PER TOWN CENTRE 70 SECOND ADDITIONDRAINAGE AND UTILITY EASEMENT PER TOWN CENTRE 70 SECOND ADDITIONDRAINAGE AND UTILITY EASEMENT PER TOWNDRAINAGE AND UTILITY EASEMA D D I T I O N10555555UTILITY EASEMENT PER DOC. NO. 759558, ALSO DESCRIBED IN DOC. NO. 2176811EASEMENT FOR SIDEWALK, TRAILWAY AND SNOW STORAGE PURPOSES PER DOC. NO. 701351N47°46 '0 0 "W [N48°14 '4 6 "W] 91.06154.6 9 S14°57'07"W [S14°28'21"W] 159.18DRIVEWAY AND UTILITY EASEMENT PER DOC. NO. 1179655DRIVEWAY AND UTILITY EASEMENT PER DOC. NO. 1179655N57°49'43" [S58°18'29"E]132.22S0°46'20"E [S01°15'06"E]91.91NW'LY LINE OF OUTLOT A, TOWN CENTRE 70 SECOND ADDITION30.0281.171010NW CORNER OF OUTLOT B, TOWN CENTRE 70 FIRST ADDITIONSIGN EASEMENT PER DOC. NO. 848073T O W NE'LY LINE OF OUTLOT A, TOWN CENTRE 70 SECOND ADDITION21" RCP ST SSIGNCONCRETECONCRETE [S89°17'09"W][N63°35'48"E][N 48°1 4'4 6"W ]TOWN CENTRE 70SEVENTEENTHADDITION?=5°57'30"R=607.00L=63.12L=55.92R=75.00?=42°43'02?=62°43'07"R=20.00L=21.891 8"RC P12"RCP ST S12"RCP ST S11133572PROPOSED 6,000 SFRETAIL/RESTAURANTBUILDING60' X 100'FFE: 90138192020202020201916243DEGGGGGGIIIIHKKKKKKKKKKKLLJPPPPPPOOOQQQAABBCCHRRS10.0'TUEXISTING SURFACE PARKING LOT -NO IMPROVEMENTS REQUIREDUUPROPOSEDRETAIL/RESTAURANTBUILDING6,000 SFVWXBUILDING MOUNTED LIGHTINGBY OWNER NOT SHOWN IN CALCEXISTING POLE REUSED FROM CUB LOTAA-EXISTINGBB-EXISTINGAA-EXISTINGEE-EXISTINGEE-EXISTINGEE-EXISTINGEE-EXISTINGII-EXISTINGII-EXISTINGZZZZZZBB-EXISTING2.83.24.34.33.63.33.12.82.21.61.10.70.50.30.20.20.10.10.10.10.10.10.10.10.20.20.20.20.10.20.20.20.20.30.30.30.30.20.20.10.10.10.10.10.10.10.10.10.10.10.10.81.11.00.80.91.21.51.61.71.61.61.51.41.31.51.71.81.81.71.61.41.10.90.70.70.70.70.70.81.01.42.12.73.03.02.82.72.93.43.94.34.33.93.12.31.51.10.80.70.80.91.11.31.51.71.71.81.91.91.81.71.81.92.63.53.33.73.52.90.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.8 1.0 1.1 1.1 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.7 0.6 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.10.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.4 1.4 1.5 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.1 0.9 0.7 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.20.1 0.1 0.1 0.2 0.3 0.3 0.3 0.4 0.4 0.6 0.8 1.0 1.3 1.5 1.7 1.8 1.9 2.0 2.1 2.1 2.1 2.1 1.9 1.7 1.4 1.1 0.8 0.7 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.30.1 0.1 0.2 0.3 0.4 0.5 0.5 0.5 0.5 0.6 0.7 1.0 1.4 1.8 2.1 2.3 2.4 2.4 2.5 2.7 2.9 3.0 3.1 2.9 2.4 1.9 1.5 1.1 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.40.1 0.1 0.2 0.3 0.4 0.7 0.9 1.0 0.9 0.8 0.9 1.0 1.0 1.3 2.0 2.8 3.4 3.4 3.1 2.8 2.9 3.3 4.0 4.6 4.9 4.7 3.9 3.1 2.1 1.3 1.0 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.50.1 0.2 0.2 0.4 0.7 1.0 1.5 1.7 1.6 1.5 1.5 1.6 1.8 1.7 1.7 2.6 3.9 4.6 4.5 3.7 3.1 3.2 3.9 4.9 5.9 6.5 6.4 5.3 4.1 2.5 1.5 1.1 1.0 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.7 0.70.1 0.2 0.3 0.5 0.8 1.3 2.0 2.5 2.4 2.3 2.4 2.5 2.9 3.2 2.7 2.3 2.9 4.1 5.0 4.7 3.8 3.2 3.4 4.2 5.1 6.2 6.8 6.5 5.7 4.2 2.6 1.6 1.3 1.1 1.1 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.90.1 0.2 0.3 0.5 1.0 1.6 2.4 3.3 3.3 3.1 3.2 2.9 3.3 4.1 3.9 3.6 2.8 2.7 3.4 3.9 3.9 3.5 3.2 3.3 3.8 4.5 5.1 5.5 5.3 4.4 3.5 2.4 1.6 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.10.1 0.2 0.3 0.5 1.0 1.7 2.6 3.7 4.1 3.4 3.6 2.8 2.1 3.1 4.4 4.0 3.2 2.4 2.1 2.3 2.7 2.9 3.0 3.1 3.2 3.4 3.7 3.9 3.9 3.5 2.9 2.3 1.9 1.5 1.4 1.4 1.5 1.5 1.5 1.6 1.6 1.6 1.5 1.4 1.40.0 0.1 0.1 0.3 0.5 0.9 1.5 2.3 3.2 3.5 3.5 3.9 3.0 1.7 1.9 2.6 3.7 3.7 2.5 2.0 1.7 1.8 2.2 2.4 2.7 2.9 3.1 3.2 3.2 3.1 3.0 2.6 2.1 1.8 1.6 1.4 1.4 1.5 1.6 1.8 1.9 2.0 2.1 2.0 1.9 1.8 1.60.0 0.1 0.1 0.3 0.5 0.9 1.4 1.8 2.4 2.9 3.4 3.3 3.2 2.0 2.0 2.4 2.6 2.7 3.4 2.3 1.8 1.5 0.50.5 1.5 1.4 1.4 1.4 1.5 1.7 2.0 2.2 2.3 2.4 2.4 2.3 2.1 1.80.0 0.1 0.1 0.3 0.6 1.0 1.5 1.7 1.9 2.3 2.9 3.0 1.6 1.6 1.6 2.0 2.6 2.9 2.3 3.2 2.8 1.9 0.8 0.50.4 0.5 1.4 1.4 1.4 1.5 1.8 2.1 2.4 2.6 2.7 2.6 2.5 2.3 1.90.0 0.0 0.1 0.3 0.6 1.2 1.8 2.1 2.1 2.0 1.9 1.7 1.1 1.0 1.2 1.4 1.8 2.6 3.0 3.0 2.9 2.9 1.4 0.8 0.50.4 0.6 0.7 1.4 1.4 1.6 1.9 2.3 2.5 2.7 3.0 2.9 2.6 2.4 2.10.0 0.0 0.1 0.2 0.6 1.2 2.0 2.7 2.6 2.5 2.1 1.1 0.8 0.7 0.9 1.1 1.3 1.5 2.4 2.8 2.8 1.9 2.4 1.1 0.7 0.50.6 0.7 1.0 1.4 1.6 1.9 2.3 2.6 2.7 3.0 3.0 2.6 2.4 2.10.0 0.0 0.0 0.1 0.2 0.5 1.1 2.0 3.2 3.1 2.7 3.0 1.1 0.5 0.5 0.7 0.9 1.0 1.2 1.3 1.9 2.5 2.4 2.0 2.4 1.1 0.5 0.40.5 0.6 0.8 1.0 1.2 1.5 1.9 2.2 2.5 2.6 2.7 2.7 2.6 2.3 2.00.0 0.0 0.0 0.0 0.1 0.4 0.9 1.7 2.8 3.3 3.0 2.7 1.5 0.4 0.4 0.5 0.6 0.8 0.9 1.0 1.1 1.5 1.9 1.8 1.8 2.1 1.4 0.5 0.40.5 0.7 0.9 1.1 1.3 1.5 1.7 2.1 2.3 2.4 2.5 2.5 2.4 2.1 1.80.0 0.0 0.1 0.2 0.6 1.2 1.9 2.6 2.6 2.9 2.6 0.8 0.4 0.4 0.4 0.5 0.7 0.8 0.9 0.9 1.1 1.3 1.4 1.6 1.9 1.6 0.8 0.6 0.5 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.7 1.0 1.2 1.5 1.6 1.8 1.9 2.1 2.1 2.2 2.2 2.0 1.9 1.7 1.40.1 0.1 0.3 0.7 1.2 1.7 2.4 2.9 1.6 0.9 0.5 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.8 0.9 1.0 1.1 1.4 1.8 1.8 1.3 0.9 0.7 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.9 1.2 1.6 1.9 1.9 1.9 1.8 1.8 1.8 1.7 1.7 1.6 1.5 1.4 1.30.1 0.3 0.5 0.9 1.4 1.9 0.9 0.3 0.4 0.3 0.2 0.2 0.3 0.4 0.5 0.7 0.8 0.8 0.9 1.0 1.2 1.5 1.9 2.2 2.2 1.6 1.2 0.8 0.7 0.5 0.4 0.4 0.4 0.5 0.7 0.9 1.1 1.4 1.8 2.5 2.8 2.5 2.2 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.10.2 0.3 0.5 0.7 0.6 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.5 0.6 0.8 1.0 1.3 1.7 2.1 2.6 2.9 2.9 3.4 2.6 2.6 2.2 1.8 1.5 1.1 0.9 0.9 1.1 1.5 2.0 2.4 3.0 3.3 3.6 4.3 3.5 3.6 3.1 2.7 2.3 1.8 1.5 1.3 1.1 1.0 0.90.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.0 1.4 1.7 1.9 2.2 2.2 2.1 2.3 2.0 2.1 2.1 2.0 1.9 1.6 1.5 1.5 1.8 2.2 2.6 2.8 3.1 3.2 3.2 3.4 3.1 3.2 3.0 2.7 2.3 1.9 1.5 1.2 1.0 0.8 0.80.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.9 1.1 1.3 1.5 1.8 2.5 2.8 3.0 2.8 2.5 2.0 1.8 1.8 1.9 1.9 2.1 2.3 2.7 2.9 3.2 3.5 4.2 4.5 4.5 4.1 3.5 2.7 2.3 2.0 1.7 1.3 1.1 0.9 0.7 0.60.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.9 1.0 1.2 1.7 2.4 2.6 2.8 2.6 2.5 2.0 1.7 1.8 1.9 2.1 2.4 2.9 3.2 3.6 3.9 4.3 4.7 4.7 4.6 4.0 3.6 2.7 2.1 1.7 1.4 1.2 0.9 0.7 0.6 0.50.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.7 0.9 1.0 1.4 1.7 1.9 2.0 2.0 1.9 1.7 1.7 1.7 1.9 2.2 2.5 3.0 3.4 3.9 4.2 4.3 4.4 4.2 3.9 3.5 3.0 2.4 1.9 1.6 1.3 1.0 0.8 0.7 0.5 0.40.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.8 0.9 1.0 1.2 1.3 1.4 1.4 1.4 1.5 1.6 1.9 2.1 2.4 2.7 3.0 3.4 4.0 4.3 4.1 3.8 3.6 3.4 3.1 2.8 2.4 2.0 1.6 1.4 1.1 0.9 0.7 0.6 0.50.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.2 1.2 1.4 1.7 2.2 2.8 3.3 3.7 4.0 4.2 4.9 5.3 4.7 4.6 4.6 4.4 3.9 3.2 2.7 2.2 1.9 1.6 1.3 1.1 0.9 0.8 0.60.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.7 0.7 0.8 0.8 0.9 1.0 1.1 1.1 1.3 1.7 2.3 3.0 3.7 4.3 4.7 4.6 5.3 5.8 5.0 5.1 5.3 5.0 4.3 3.6 3.0 2.5 2.2 2.0 1.7 1.5 1.3 1.1 1.00.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.8 0.9 0.9 1.0 1.2 1.5 1.9 2.3 2.6 2.9 3.2 3.5 4.1 4.3 4.0 3.8 3.8 3.8 3.6 3.4 3.2 2.9 2.7 2.6 2.3 2.1 1.8 1.6 1.30.0 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.9 1.0 1.2 1.5 1.8 2.1 2.4 2.9 3.3 3.7 3.9 3.7 3.5 3.4 3.3 3.3 3.2 3.3 3.3 3.3 3.3 3.1 2.7 2.4 2.0 1.60.1 0.1 0.1 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.8 1.0 1.3 1.6 1.9 2.2 2.7 3.0 3.3 3.5 3.4 3.3 3.2 3.1 3.1 3.1 3.2 3.3 3.4 3.6 3.4 2.9 2.6 2.1 1.70.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.3 1.5 1.8 2.1 2.2 2.4 2.5 2.6 2.7 2.8 2.9 3.0 3.0 3.1 3.1 3.4 3.7 3.6 2.9 2.5 2.2 1.90.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.6 0.8 1.0 1.1 1.3 1.4 1.5 1.6 1.7 1.8 2.0 2.4 2.9 3.4 3.8 4.0 4.1 4.1 4.8 4.5 3.8 3.7 3.4 2.90.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0.9 1.0 1.1 1.2 1.5 1.9 2.5 3.1 3.7 4.2 4.2 4.1 4.9 4.6 3.9 4.0 3.7 3.10.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.6 0.7 0.9 1.1 1.4 1.7 2.0 2.3 2.5 2.7 3.0 3.5 3.4 2.8 2.5 2.3 2.00.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.5 1.8 2.2 2.5 2.9 3.2 3.1 2.7 2.4 2.0 1.60.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.1 1.4 1.7 2.0 2.4 2.6 2.8 2.8 2.5 2.3 1.9 1.50.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.2 1.4 1.6 1.8 1.9 2.0 1.9 1.8 1.7 1.5 1.30.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.8 1.0 1.1 1.1 1.2 1.2 1.2 1.2 1.1 1.0 0.9 0.80.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.5 0.50.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.20.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.10.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.01 fc1 fc1 fc1 fc0.5 fc0.5 fc0.5 fcPARKINGIlluminance (Fc)Average = 2.53Maximum = 5.5Minimum = 0.9Avg/Min Ratio = 2.81Max/Min Ratio = 6.11TYPE ZZ PROPOSED 6,000 SFRETAIL/RESTAURANTBUILDING60' X 100'FFE: 901TYW-8BNS-7KFG-10BNS-7KFG-9FLS-14TYW-11KFG-12TYW-11TYW-5TYW-5TYW-3MJJ-6RRD-38BCN-65BCN-50SSD-33BCN-15AHA-16AHA-7FSC-9-4FSC-4FSCTAV-6RRD-36SSD-51FSC-6FLS-50NFS-14NFS-15AHA-17BNS-19EKC-1BLN-3EKC-2WFR-5EKC-1PCA-1PCA-3-3ABMPCA-4WLC-32KFG-22KFG-34EKC-2SWO-1PEM-2SWO-2SWO-3PEM-1PEM-5SWO-1PSG-54 - AHHPROPOSED 6,000 SFRETAIL/RESTAURANTBUILDING60' X 100'FFE: 901LIMITS OF CONSTRUCTIONTOWN CENTRE DRIVESODEXISTING TREE TO PRESERVELIMITS OF CONSTRUCTIONCANOPYTREESQTY BOTANICAL NAME COMMON NAME CONT CALPSG 1GINKGO BILOBA `PRINCETONSENTRY`PRINCETON SENTRYGINKGOB & B 2.5" CAL.EKC4GYMNOCLADUS DIOICA`ESPRESSO`ESPRESSOKENTUCKYCOFFEETREEB & B 2.5" CAL.AHH 4OSTRYA VIRGINIANA AMERICANHOPHORNBEAMB & B 2.5" CAL.ABM 3QUERCUS X FREENABUU`JEFFERSRED`AUTUMN BLAZEMAPLEB & B 2.5" CAL.BLN3TILIA AMERICANA`BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL.EVERGREENTREESQTY BOTANICAL NAME COMMON NAME CONT CALWFR 5ABIES CONCOLORWHITE FIRB & B6` HT,TAV 6THUJA OCCIDENTALIS `BAILJOHN`TECHNITOARBORVITAEB & B6` HT,UNDERSTORYTREESQTY BOTANICAL NAME COMMON NAME CONT CALPCA8MALUS X `PRAIRIFIRE` PRAIRIFIRE CRABAPPLEB & B 1.5" CAL.SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE SPACINGAHA 40HYDRANGEA ARBORESCENS`INCREDIBALL`INCREDIBALLSMOOTHHYDRANGEA#2 CONT. 48" O.C.MJJ 9JUNIPERUS CHINENSIS`MONLEP`MINT JULEP JUNIPER#1 CONT. 48" O.C.BCN 80PHYSOCARPUS OPULIFOLIUS`PODARAS 1`BURGUNDY CANDYNINEBARK#2 CONT. 24" O.C.BNS33PICEA ABIES `NIDIFORMIS` BIRDS NEST SPRUCE #5 CONT. 42" O.C.FSC29RHUS AROMATICA FRAGRANT SUMAC #5 CONT. 48" O.C.NFS30SPIRAEA JAPONICA `NEONFLASH`NEON FLASH SPIREA #5 CONT. 30" O.C.FLS64SPIRAEA X `FIRE LIGHT` FIRE LIGHT SPIREA #2 CONT. 36" O.C.TYW 43TAXUS X MEDIA `TAUNTONII` TAUTON YEW #5 CONT. 36" O.C.PERENNIALS QTY BOTANICAL NAME COMMON NAME SIZE SPACINGKFG100CALAMAGROSTIS XACUTIFLORA `KARLFOERSTER`KARL FOERSTERGRASS#2 CONT. 24" O.C.RRD 74HEMEROCALLIS X `REDRAZZMATAZZ`RED RAZZMATAZZDAYLILY#1 CONT. 18" O.C.SSD84HEMEROCALLIS X `STELLASUPREME`STELLA SUPREMEDAYLILY#1 CONT. 18" O.C.WLC32NEPETA FAASSENII`WALKER`S LOW`WALKER`S LOWCATMINT#1 CONT. 24" O.C.PLANT SCHEDULELANDSCAPE NOTES1.VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITEWORK.2. ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED AS PLANTING BEDS, ARE TO BE SODDED. SODTYPE IS TO BE PRIMARILY KENTUCKY BLUEGRASS, FREE OF WEEDS. REPLACE DAMAGED LAWN WITHMINERAL SOD AS DIRECTED BY ON-SITE REPRESENTATIVE. MATCH ALL PROPOSED LANDSCAPED AREASINTO EXISTING.3. SUBCONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN.4. ALL PLANTING BEDS ABUTTING SODDED AREAS SHALL BE EDGED WITH STEEL EDGER, ANCHORED 4'-0"O.C. WITH METAL SPIKES, COLOR BLACK. REFER TO DETAIL ON SHEET L1.3.5. ALL LANDSCAPE AREAS SHALL HAVE TOPSOIL PLACED AT MINIMUM DEPTH OF 4" FOR SOD AREAS, 12"FOR SHRUB/PERENNIAL/ANNUAL BEDS, AND 24" FOR TREE AREAS.6. SINGLE TREE AND SHRUB PLANTINGS SHALL HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RINGAROUND EACH BASE. TREES SHALL HAVE A MINIMUM 3' DIAMETER RING. DOUBLE-SHREDDED HARDWOODBARK MULCH SHALL BE A MINIMUM OF 4" IN DEPTH, FREE OF ALL DELETERIOUS MATERIAL AND NOT INCONTACT WITH TREE TRUNK.7. WATER PLANT MATERIAL DURING INSTALLATION AND FOR A 60 DAY ESTABLISHMENT PERIOD. VOLUMEOF WATER TO BE PER PLANT REQUIREMENT FOR ESTABLISHMENT AND NORMAL GROWTH.8. WARRANTY NEW SOD FOR 60 DAYS AND NEW PLANTINGS FOR TWO YEARS UPON PROJECT COMPLETION.9. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.10. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED PER PLANT SCHEDULE.11. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, ANDAFTER INSTALLATION.14. ENSURE DELIVERY, SCHEDULE, AND PROTECTION BETWEEN DELIVERY AND PLANTING TO MAINTAINHEALTHY PLANT CONDITIONS.15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING, INCLUDING BUT NOT LIMITED TO,WATERING, SPRAYING, MULCHING, AND FERTILIZING ALL OF THE PLANT MATERIALS AND LAWN DURINGTHE PLANT ESTABLISHMENT PERIOD.16. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THEWORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BESTAVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES WITHIN ANDADJACENT TO THE WORK AREA, TO PROTECT ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD,AND TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICHOCCURS AS A RESULT OF THE CONSTRUCTION.17. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINESPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANTMATERIAL.IRRIGATION NOTESSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CUB OUTLOT ATEAGAN TOWN CENTREEAGAN, MNPRELIMINARY - NOT FOR CONSTRUCTIONKAGCEFKAGLANDSCAPE PLANLANDSCAPE CODE REQUIREMENTSTHE LANDSCAPE PLAN AND LANDSCAPING THEREUNDERSHALL PROVIDE FOR PLANT MATERIAL EQUAL TO THREEPERCENT OF THE VALUE OF THE BUILDING(S), NOT INCLUDINGTHE COST OF LAND AND SITE IMPROVEMENTS. CREDIT MAY BEGIVEN FOR EXISTING PLANT MATERIALS, WHICH WILL BEPRESERVED. THE CITY MAY APPROVE A LANDSCAPE PLANWHICH DOES NOT MEET THIS STANDARD, WHERE THE INTENTAND PURPOSE OF THIS SUBDIVISION IS OTHERWISE MET.LANDSCAPING COSTSAPPROXIMATELY 3%OF BUILDING COST.ADDITIONAL EXISTINGTREES PRESERVED.ALL PARKING, LOADING SERVICE, UTILITY, AND OUTDOORSTORAGE AREAS SHALL BE SCREENED AND BUFFERED FROM ALLPUBLIC STREETS AND ADJACENT DIFFERING LAND USE BY ACOMBINATION OF ANY OF THE FOLLOWING: BERMS, WALLS,FENCES, SHRUBS, DECIDUOUS OVERSTORY, UNDERSTORY ORCONIFEROUS TREES OR HEDGE MATERIALS. THE HEIGHT ANDDEPTH OF THE SCREENING SHALL BE CONSISTENT WITH THEHEIGHT AND SIZE OF THE AREA TO BE SCREENED. WHENNATURAL MATERIALS, SUCH AS TREES OR HEDGES, ARE USED TOMEET THE SCREENING REQUIREMENTS OF THIS ITEM, DENSITYAND SPECIES OF PLANTING SHALL BE SUCH AS TO ACHIEVE 75PERCENT OPACITY YEAR ROUND AT MATURITY.REQUIREMENT MET1.CITY OF EAGAN REQUIRES THAT ALL DISTURBED PERVIOUS AREAS RECEIVE SOIL COMPACTION REMEDIATIONPRIOR TO FINAL STABILIZATION. IMPLEMENTATION DOCUMENTATION SHALL BE PROVIDED TO CITY WATERRESOURCES STAFF TO VERIFY APPROVED SOIL MANAGEMENT STRATEGY COMPLIANCE. DOCUMENTATIONINCLUDES BUT IS NOT LIMITED TO: ON-SITE SOIL SAMPLES, COMPACTION TESTING, AND SOIL ORGANIC CONTENTTEST RESULTS.2. SOIL REMEDIATION SHALL OCCUR PRIOR TO ANY INSTALLATION OF IRRIGATION SYSTEM COMPONENTS, TREES,SHRUBS, SOD AND/OR SEED.3. CONTRACTOR SHALL PROVIDE MINIMUM OF 24-HOUR NOTICE TO CITY WATER RESOURCES SPECIALIST(651-675-5335) TO ARRANGE INSPECTION OF SOIL LOOSENING / AMENDMENT PROCESS TO VERIFY SOILRESTORATION COMPLIANCE.4. ALL DISTURBED AREAS TO BE REVEGETATED (SOD, LANDSCAPING) SHALL HAVE 12-INCH MINIMUM DEPTH OFSOIL LOOSENING (E.G. SOIL RIPPING / VERTICAL SPADING) AND 3-INCH MINIMUM DEPTH OF MNDOT 3890 GRADE 2COMPOST INCORPORATED INTO THE TOP 6-INCH DEPTH OF SOIL TO RESTORE SOIL PERMEABILITY5. LOOSENED / AMENDED SOILS SHALL HAVE A MAXIMUM OF 200 PSI IN TOP 12-INCHES AND A MINIMUM OF 5%ORGANIC CONTENT IN TOP 6-INCHES OF SOIL.1. VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIESWHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT.2. ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS.3. CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITEELEMENTS DURING CONSTRUCTION OPERATIONS. DAMAGE TO SAME SHALL BE REPAIRED AT NOADDITIONAL COST TO THE OWNER.4. VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDETHE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION BEGINS.5. COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHERCONTRACTORS WORKING ON SITE.6. REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANTESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TOTHE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.7. CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTILTIME OF SUBSTANTIAL COMPLETION. REPAIR ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCURPRIOR TO SUBSTANTIAL COMPLETION SHALL BE THE RESPONSIBILITY OF THE LANDSCAPECONTRACTOR.8. EXISTING TREES OR SIGNIFICANT SHRUB MASSINGS FOUND ON SITE SHALL BE PROTECTED ANDSAVED UNLESS NOTED TO BE REMOVED OR ARE LOCATED IN AN AREA TO BE GRADED. QUESTIONSREGARDING EXISTING PLANT MATERIAL SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPEARCHITECT PRIOR TO REMOVAL.9. SYMBOLS ON PLAN DRAWING TAKE PRECEDENCE OVER SCHEDULES IF DISCREPANCIES IN QUANTITIESEXIST. SPECIFICATIONS AND DETAILS TAKE PRECEDENCE OVER NOTES.GENERAL NOTESLEGENDSOIL MANAGEMENT STRATEGYNORTH1. ALL LANDSCAPE AREAS TO BE IRRIGATED WITH AUTOMATIC IRRIGATION SYSTEM. IRRIGATE SOD ON SEPARATEZONE FROM ALL OTHER PLANTINGS.2. MAINTAIN AND ADJUST IRRIGATION AS NECESSARY DURING ONE YEAR PLANT ESTABLISHMENT PERIOD. BLOWOUT SYSTEM IN FALL AND START UP THE FOLLOWING SPRING.3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT AS PART OF THE SCOPE OFWORK. SUBMIT LAYOUT PLAN FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO ORDER AND/ORCONSTRUCTION. ENSURE THAT SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY AND ONSEPARATE ZONES, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION.4.CONTACT LANDSCAPE ARCHITECT FOR INSPECTION AND APPROVAL OF ALL AREAS RECEIVING DRIPIRRIGATION PRIOR TO INSTALLATION OF ANY MULCH.5. PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONSPRIOR AND TO THE PLANT MATERIAL GROWTH REQUIREMENTS. PROPOSED 6,000 SFRETAIL/RESTAURANTBUILDING60' X 100'FFE: 901LIMITS OF CONSTRUCTION123456789111015161712131418192021222324TOWN CENTRE DRIVEEXISTING TREE TO PRESERVEEXISTING TREE TO REMOVELIMITS OF CONSTRUCTIONSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CUB OUTLOT ATEAGAN TOWN CENTREEAGAN, MNPRELIMINARY - NOT FOR CONSTRUCTIONKAGCEFKAGTREEPRESERVATIONPLANLEGENDNORTHTREE PRESERVATION NOTES:1. REFER TO SHEET L1.3 FOR TREE PROTECTION DETAILS.2. TREES NOT MEETING CALIPER INCH/HEIGHT REQUIREMENTSWERE NOT CONSIDERED SIGNIFICANT.3. ELEVEN OF AN EXISTING 24 EXISTING SIGNIFICANT TREES ARETO BE REMOVED FROM THE SITE. THIRTY PERCENT OF EXISTINGTREES CAN BE REMOVED. THE NUMBER OF TREES BEINGREMOVED (20) EXCEEDS THE NUMBER OF TREES ABLE TO BEREMOVED (7) BY 13. TREE MITIGATION IS REQUIRED FOR 13TREES. SEE SHEET L1.2EXISTING TREES TABLEID SPECIESCALIPER (IN.) HEIGHT (FT.)HEALTH CLASSIFICATION PROPOSED STATUS1 HONEYLOCUST10GOOD SIGNIFICANT REMOVE2 HONEYLOCUST10GOOD SIGNIFICANT REMOVE3HONEYLOCUST 11 GOOD SIGNIFICANT REMOVE4 HONEYLOCUST10GOOD SIGNIFICANT REMOVE5HONEYLOCUST9GOOD SIGNIFICANT REMOVE6ASH13GOOD SIGNIFICANT REMOVE7PINE32GOOD SIGNIFICANT REMOVE8SPRUCE30GOOD SIGNIFICANT REMOVE9ASH16GOOD SIGNIFICANT REMOVE10CRABAPPLE 12 GOOD SIGNIFICANT PRESERVE11 CRABAPPLE 12 GOOD SIGNIFICANT PRESERVE12 CRABAPPLE6GOOD SIGNIFICANT PRESERVE13CRABAPPLE6GOOD SIGNIFICANT REMOVE14 CRABAPPLE6GOOD SIGNIFICANT REMOVE15CRABAPPLE 12 GOOD SIGNIFICANT PRESERVE16CRABAPPLE 12 GOOD SIGNIFICANT PRESERVE17 CRABAPPLE 12 GOOD SIGNIFICANT PRESERVE18SPRUCE25GOOD SIGNIFICANT PRESERVE19CRABAPPLE6ACCEPTABLE SIGNIFICANT PRESERVE20CRABAPPLE 12 ACCEPTABLE SIGNIFICANT REMOVE21 CRABAPPLE 12 GOOD SIGNIFICANT REMOVE22 CRABAPPLE 12 GOOD SIGNIFICANT REMOVE23CRABAPPLE 12 GOOD SIGNIFICANT REMOVE24 PINE19GOOD SIGNIFICANT REMOVE PROPOSED 6,000 SFRETAIL/RESTAURANTBUILDING60' X 100'FFE: 901PROPOSED 6,000 SFRETAIL/RESTAURANTBUILDING60' X 100'FFE: 901LIMITS OF CONSTRUCTION123456789111015161712131418192021222324EKC-2SWO-1PEM-2SWO-2SWO-3PEM-1PEM-5SWO-1PSG-5TOWN CENTRE DRIVEEXISTING TREE TO PRESERVEEXISTING TREE TO REMOVEMITIGATION TREES: SEE L1.0FOR PLANT SCHEDULELIMITS OF CONSTRUCTIONSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CUB OUTLOT ATEAGAN TOWN CENTREEAGAN, MNPRELIMINARY - NOT FOR CONSTRUCTIONKAGCEFKAGTREE MITIGATIONPLANNORTHTREE MITIGATION NOTES:1. THERE ARE 24 SIGNIFICANT TREES, ALSO SHOWN IN THE EXISTING TREES TABLE. TREES NOT MEETINGMINIMUM HEIGHT OR CALIPER REQUIREMENTS AND INVASIVE SPECIES ARE NOT DEFINED ASSIGNIFICANT.2. IN THE PROPOSED DESIGN, 8 OF THE 24 SIGNIFICANT TREES ARE PRESERVED AND 16 ARE REMOVED.3. PER CITY CODE, THIRTY PERCENT OF ALL SIGNIFICANT TREES (7 SIGNIFICANT TREES) CAN BEREMOVED WITHOUT REQUIRING MITIGATION. THE PROPOSED DESIGN MUST MITIGATE FOR THEREMOVAL OF 9 SIGNIFICANT TREES.4. ALL SIGNIFICANT TREES FALL INTO ONE OF THE CATEGORIES BELOW, AND MUST BE REPLACEDACCORDINGLY.5. THE PROPOSED DESIGN RECOMMENDS THE USE OF 22 CATEGORY B REPLACEMENT TREES.A. CATEGORY A TREES SHALL BE NO LESS THAN THE FOLLOWING SIZES:1. DECIDUOUS TREES, NOT LESS THAN FOUR INCHES IN DIAMETER.2. CONIFEROUS TREES, NOT LESS THAN 12 FEET IN HEIGHT.B. CATEGORY B TREES SHALL BE NO LESS THAN THE FOLLOWING SIZES:1. DECIDUOUS TREES, NOT LESS THAN TWO AND ONE-HALF INCHES IN DIAMETER.2. CONIFEROUS TREES, NOT LESS THAN SIX FEET IN HEIGHT.C. CATEGORY C TREES SHALL BE NO LESS THAN THE FOLLOWING SIZES:1. DECIDUOUS TREES, NOT LESS THAN ONE AND ONE-HALF INCHES IN DIAMETER. 2. CONIFEROUS TREES, NOT LESS THAN FOUR FEET IN HEIGHT.6. SIGNIFICANT TREE REPLACEMENTS WILL BE CALCULATED BY REPLACING THE LARGEST DIAMETERTREE FIRST, PROCEEDING DOWN TO THE SMALLEST DIAMETER SIGNIFICANT TREE.7. SEE SHEET L1.0 FOR EXACT TREE TYPES AND COMPLETE PLANT SCHEDULE.SIZE OF TREEDAMAGED ORDESTROYEDCATEGORY A CATEGORY B CATEGORY CNUMBER FORMITIGATIONNUMBERREQUIREDCONIFEROUS, 12 TO24 FEET HIGH1 2 4 1 x 2 = 2CONIFEROUS, OVER24 FEET HIGH2482x 4 = 8HARDWOODDECIDUOUS, 6 TO 20INCHES IN DIAMETER1246x 2 = 12TOTAL: 22NUMBER OF REPLACEMENT TREES MITIGATION TREESEXISTING TREES TABLEID SPECIESCALIPER (IN.) HEIGHT (FT.)HEALTH CLASSIFICATION PROPOSED STATUS1 HONEYLOCUST10GOOD SIGNIFICANT REMOVE2 HONEYLOCUST10GOOD SIGNIFICANT REMOVE3HONEYLOCUST 11 GOOD SIGNIFICANT REMOVE4 HONEYLOCUST10GOOD SIGNIFICANT REMOVE5HONEYLOCUST9GOOD SIGNIFICANT REMOVE6ASH13GOOD SIGNIFICANT REMOVE7PINE32GOOD SIGNIFICANT REMOVE8SPRUCE30GOOD SIGNIFICANT REMOVE9ASH16GOOD SIGNIFICANT REMOVE10CRABAPPLE 12 GOOD SIGNIFICANT PRESERVE11 CRABAPPLE 12 GOOD SIGNIFICANT PRESERVE12 CRABAPPLE6GOOD SIGNIFICANT PRESERVE13CRABAPPLE6GOOD SIGNIFICANT REMOVE14 CRABAPPLE6GOOD SIGNIFICANT REMOVE15CRABAPPLE 12 GOOD SIGNIFICANT PRESERVE16CRABAPPLE 12 GOOD SIGNIFICANT PRESERVE17 CRABAPPLE 12 GOOD SIGNIFICANT PRESERVE18SPRUCE25GOOD SIGNIFICANT PRESERVE19CRABAPPLE6ACCEPTABLE SIGNIFICANT PRESERVE20CRABAPPLE 12 ACCEPTABLE SIGNIFICANT REMOVE21 CRABAPPLE 12 GOOD SIGNIFICANT REMOVE22 CRABAPPLE 12 GOOD SIGNIFICANT REMOVE23CRABAPPLE 12 GOOD SIGNIFICANT REMOVE24 PINE19GOOD SIGNIFICANT REMOVELEGEND 6,000 SFNEW RETAILBUILDING60' X 100'STOPFENCE SURROUNDING SITTING AREASFENCE SURROUNDING SITTING AREASELECTRICAL TRANSFORMER LOCATIONDUMPSTER ENCLOSUREMOUNTABLE CURBADA PATHADA PATHADA PATHADA PATHADA PATHADA PATH1A22A24A33A3-A9-A7-A6-A8-A5-A4SBLMArchitectsEPIC REAL ESTATE PARTNERS515 CONGRESS AVENUE, SUITE 1925AUSTIN, TX 78701TELEPHONE: 512 265 216133 Walt Whitman Road, Suite 204Huntington Station, NY 11746t: 631-683-5588f: 631-683-5591www.sblm.comEAGAN SHOPPING CENTER10/27/17EAGAN TOWN CENTRE DRIVEEAGAN, MN, 55123DrawingA1 - ARCHITECTURAL SITE PLAN SIGNAGESIGNAGESIGNAGESBLMArchitectsEPIC REAL ESTATE PARTNERS515 CONGRESS AVENUE, SUITE 1925AUSTIN, TX 78701TELEPHONE: 512 265 216133 Walt Whitman Road, Suite 204Huntington Station, NY 11746t: 631-683-5588f: 631-683-5591www.sblm.comEAGAN SHOPPING CENTER10/27/17EAGAN TOWN CENTRE DRIVEEAGAN, MN, 55123Drawing1ELEVATION 1SCALE: 1/8"=1'-0"2ELEVATION 2SCALE: 1/8"=1'-0"FACADE SURFACES: 6,636SFCLASS I MATERIALS: 4,327SF = 65%BRICK = 2.240SFMETAL PANEL = 907SFSTOREFRONT = 1,180SFCLASS II MATERIALS: 1,477SF = 22%MASONRY STUCCO = 1,477SFCLASS III MATERIALS: 854SF = 13%EIFS = 854SFA2 - ELEVATIONS SBLMArchitectsEPIC REAL ESTATE PARTNERS515 CONGRESS AVENUE, SUITE 1925AUSTIN, TX 78701TELEPHONE: 512 265 216133 Walt Whitman Road, Suite 204Huntington Station, NY 11746t: 631-683-5588f: 631-683-5591www.sblm.comEAGAN SHOPPING CENTER10/27/17EAGAN TOWN CENTRE DRIVEEAGAN, MN, 55123Drawing3ELEVATION 3SCALE: 1/8"=1'-0"4ELEVATION 4SCALE: 1/8"=1'-0"FACADE SURFACES: 6,636SFCLASS I MATERIALS: 4,327SF = 65%BRICK = 2.240SFMETAL PANEL = 907SFSTOREFRONT = 1,180SFCLASS II MATERIALS: 1,477SF = 22%MASONRY STUCCO = 1,477SFCLASS III MATERIALS: 854SF = 13%EIFS = 854SFA3 - ELEVATIONS SBLMArchitectsEPIC REAL ESTATE PARTNERS515 CONGRESS AVENUE, SUITE 1925AUSTIN, TX 78701TELEPHONE: 512 265 216133 Walt Whitman Road, Suite 204Huntington Station, NY 11746t: 631-683-5588f: 631-683-5591www.sblm.comEAGAN SHOPPING CENTER10/27/17EAGAN TOWN CENTRE DRIVEEAGAN, MN, 55123DrawingA4 - RENDERINGNOTESSEE A1, A2, AND A3 FOR PROPOSED SITECONDITIONS AND MATERIALS. SBLMArchitectsEPIC REAL ESTATE PARTNERS515 CONGRESS AVENUE, SUITE 1925AUSTIN, TX 78701TELEPHONE: 512 265 216133 Walt Whitman Road, Suite 204Huntington Station, NY 11746t: 631-683-5588f: 631-683-5591www.sblm.comEAGAN SHOPPING CENTER10/27/17EAGAN TOWN CENTRE DRIVEEAGAN, MN, 55123DrawingNOTESSEE A1, A2, AND A3 FOR PROPOSED SITECONDITIONS AND MATERIALS.A5 - RENDERING SBLMArchitectsEPIC REAL ESTATE PARTNERS515 CONGRESS AVENUE, SUITE 1925AUSTIN, TX 78701TELEPHONE: 512 265 216133 Walt Whitman Road, Suite 204Huntington Station, NY 11746t: 631-683-5588f: 631-683-5591www.sblm.comEAGAN SHOPPING CENTER10/27/17EAGAN TOWN CENTRE DRIVEEAGAN, MN, 55123DrawingNOTESSEE A1, A2, AND A3 FOR PROPOSED SITECONDITIONS AND MATERIALS.A6 - RENDERING SBLMArchitectsEPIC REAL ESTATE PARTNERS515 CONGRESS AVENUE, SUITE 1925AUSTIN, TX 78701TELEPHONE: 512 265 216133 Walt Whitman Road, Suite 204Huntington Station, NY 11746t: 631-683-5588f: 631-683-5591www.sblm.comEAGAN SHOPPING CENTER10/27/17EAGAN TOWN CENTRE DRIVEEAGAN, MN, 55123DrawingNOTESSEE A1, A2, AND A3 FOR PROPOSED SITECONDITIONS AND MATERIALS.A7 - RENDERING SBLMArchitectsEPIC REAL ESTATE PARTNERS515 CONGRESS AVENUE, SUITE 1925AUSTIN, TX 78701TELEPHONE: 512 265 216133 Walt Whitman Road, Suite 204Huntington Station, NY 11746t: 631-683-5588f: 631-683-5591www.sblm.comEAGAN SHOPPING CENTER10/27/17EAGAN TOWN CENTRE DRIVEEAGAN, MN, 55123DrawingNOTESSEE A1, A2, AND A3 FOR PROPOSED SITECONDITIONS AND MATERIALS.A8 - RENDERING SBLMArchitectsEPIC REAL ESTATE PARTNERS515 CONGRESS AVENUE, SUITE 1925AUSTIN, TX 78701TELEPHONE: 512 265 216133 Walt Whitman Road, Suite 204Huntington Station, NY 11746t: 631-683-5588f: 631-683-5591www.sblm.comEAGAN SHOPPING CENTER10/27/17EAGAN TOWN CENTRE DRIVEEAGAN, MN, 55123DrawingNOTESSEE A1, A2, AND A3 FOR PROPOSED SITECONDITIONS AND MATERIALS.A9 - RENDERING kimley-horn.com 2550 University Avenue West, Suite 238N, St. Paul, MN 55114 651 645 4197 October 18, 2017 Revised 11/1/2017 per City Staff Comments PROJECT NARRATIVE PROJECT: Proposed Cub Outlot at Town Center. PROJECT DESCRIPTION: The proposed project is composed of the existing Cub store being platted as its own lot, and a new 1.65 ac outlot being developed on the western edge of the existing parcel, in an area of excess parking. The new lot will contain a +/- 6,000 sf retail building that will have a drive- through option on the east side of the building and the opportunity for patio seating along the north side of the building. The building is designed for two food type users and has the potential of three to four users in the building. The project is slated for construction in the Spring of 2018 with occupancy anticipated for early Fall of 2018. SITE AND BUILDING DESIGN: The new outlot will consist of redeveloping the westerly 1.65 ac of the CUB parking lot into a +/- 6,000 sf retail center, associated parking and green space. The site is bordered by retail to the north, east, west, and south of the property. Access to the site will be provided by two existing curb cuts from Town Center Drive that currently serve the existing parking lots to Cub and the retail shops to the south. The property is currently zoned as Community Shopping Center (CSC) and no zoning change is being requested as part of this project. The purposed subdivision will subdivide the property into 2 separate conforming parcels. The final site plan has the building located on the southern portion of the lot with parking to the north, west and east respectively. A new drive lane will be constructed from the westerly entrance into the existing Cub parking lot to the common drive between Cub and parking lot located to the south. New curbed landscaped islands will be installed at the end of the parking rows in the Cub parking lot to delineate the new drive lane. The drive-through as shown on the site plan will circulate the building on the south and east side of the building, and will have a by-pass lane that will have a direct exit to the through lane between the new parcel and the existing Cub parking lot. The drive-through has the capacity for nine vehicles from the pickup window to the westerly entrance. The building and parking lot setbacks are in conformance with the setbacks outlined in the zoning code for the City of Eagan. City parking requirements have been met based on restaurant uses in the buildings with shared parking agreements with Cub and the existing property to the south. The trash enclosure is attached to the building on the west side and is based on City Zoning Ordinance requirements. The new development combined with the Cub and building to the south requires a total of 767 cars per the City regulations. Parking for 772 cars is provided throughout the entire Page 2 kimley-horn.com 2550 University Avenue West, Suite 238N, St. Paul, MN 55114 651 645 4197 development, with a shared parking agreement between the lots and the existing shopping center to the south. No new access points from Town Center Drive or Denmark Ave are being proposed. A landscape plan is provided as part of the submittal package, and is in accordance with the City Code. A few existing trees along Town Center Drive will need to be removed as part of this development. The existing trees will be replaced per the City Tree Preservation Ordinance. Soils in the newly created green areas will be amended in accordance with the “Soil Management Strategies” policy outlined in Section 4.34 of the City Ordinance. Water and Sewer Utilities will be extended into the site from Town Center Drive on the westerly side, and will have private easements over them. A fire hydrant will be installed internal to the development in accordance with the local fire code. The building will be sprinkled in accordance with the building code, and will have its own 6-inch water and sewer service extended to it. Currently, the water from this site flows to the west through a storm sewer line into Town Center Drive and is treated in a regional pond. The proposed development will disturb more than 10,000 sf of existing paved surface and will be required to meet the stormwater requirements outlined in the City of Eagan Code Section 4.34 (Stormwater Management Regulations). The site plan incorporates an underground detention and infiltration system to meet the required rate and volume control for the disturbed area of the project. Pretreatment will occur in the underground detention system for TSS removal prior to the infiltration of the stormwater into the soil. Soil testing will be performed prior to final design to determine the soil types and infiltration rates. Preliminary analysis of the infiltration system was based on the information provided in the soil survey. CONDITIONAL USE PERMITS: The developer is requesting three Conditional Use Permits (CUP) as part of this application to be in conformance with the current zoning requirements. The first CUP will be to allow for more than 24 outdoor seats, the second for the drive-through use, and the last will be to allow for on-sale liquor in the building. The tenants are not currently known, but to assist in marketing efforts, the approvals for these three CUP’s will benefit the leasing potential of the building and overall success of the project. The project is planned for a drive-through use that is located behind the proposed building and has a by-pass lane. The drive-through lane accommodates nine vehicles from the drive- through window that meets or exceeds the industry standard for most potential tenants in this market. Typical uses for this type of building would be the coffee type use or the fast-casual dining uses that require a drive-through for this type of development. A recent trend of fast-casual food, quick serve food, and coffee type tenants is to have an outdoor seating area. This project has been designed to have both types of these users in the building. Each user independently would not typically have an outdoor seating area that Page 3 kimley-horn.com 2550 University Avenue West, Suite 238N, St. Paul, MN 55114 651 645 4197 would exceed 24 seats, but with the potential of having multiple tenants would likely exceed the permitted 24 seats and require the CUP. There is a large sidewalk area in front of the building that can accommodate more than 24 outdoor seats and provide ample space for customers to maneuver in and out of the building without being impacted by the outdoor seating. The final CUP request is to allow the user to have on-site liquor sales. It is understood the specific tenant will need to apply for a liquor license, but the developer is requesting the option to allow on-site liquor sales for this project as long as the user can obtain a liquor license from the City. As previously stated the exact tenants have not been defined, but some quick serve and fast casual food tenants are requesting the ability to serve alcohol. The outdoor seating area has the potential to be fenced as required by ordinance for liquor sales, and would be constructed with the tenant build-out when a liquor license is approved. The ability to know onsite liquor sales is allowable if the tenant can obtain a liquor license is benefit to the project from a marketing perspective. SITE LIGHTING: Pole mounted full cut-off shoe box fixtures are provided in the parking lot matching the existing fixtures. In addition, decorative wall pack fixtures are provided along the sides on the building. A photometric plan is provided. BUILDING MATERIALS: The building has multiple planes across the front and sides of the building with the brick columns and vertical relief of the parapets. Different classes of materials are provided such as glass and brick veneers being utilized as Class I materials. EIFS and metal accent material as Class III material and Ceramic tile as a Class IV material. The trash enclosure will be constructed of similar materials to match the building, and all mechanical units will be roof top mounted units screened by the parapets. SIGNAGE: Building signage is proposed to be on the front of the building over the entrances to each of the spaces. A new monument sign is proposed along Town Center Drive at the NE entrance to the property. The existing monument sign at the westerly entrance will remain. OVERALL SITE DESCRIPTION: This project is a part of an overall development that includes Cub Foods and a larger retail center to the south. The overall visions for the existing retail building to the south and the new outlot building is to have the uses and architecture complement each other. Epic’s goal is to invest capital to improve the facade and overall look to the existing building in the future, and the current proposal is phase one to bring new energy into the existing center. At this time plans are in the development stage for the existing retail center, but when developed will be Page 4 kimley-horn.com 2550 University Avenue West, Suite 238N, St. Paul, MN 55114 651 645 4197 shared with staff for a code compliance assessment. All improvements will be brought to staff for review, and will proceed under staff’s direction for the approvals required to implement this vision. Epic continues to work with Cub Foods, and any changes to the Cub Foods store will also be brought to staff as a separate project for their review and approval.