No preview available
 /
     
07/31/2017 - City Council RegularAGENDA EAGAN CITY COUNCIL EAGAN MUNICIPAL CENTER BUILDING JULY 31, 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 to accept a donation from Heidi Kennelly F. SCHEDULE public hearing date for September 5, 2017 to certify delinquent utility bills G. SCHEDULE public hearing date for September 5, 2017 to certify delinquent nuisance abatement bills H. APPROVE Temporary On -Sale Liquor License and waive the license fee for the Dakota County Regional Chamber of Commerce on August 31, 2017 at 3352 Sherman Court I. APPROVE a City of Eagan, Minnesota, resolution granting Comcast of Minnesota, Inc., a Franchise Extension to December 31, 2017 J. APPROVE Change Order No. 1, Contract 17-01, 2017 Citywide Street Improvements K. APPROVE Final Payment, Contract 17-01, 2017 Citywide Street Improvements L. APPROVE Change Order No. 1, Contract 17-04, Fitz Lake Improvement Project M. APPROVE Plans and Specifications for Contract 17-19, Cedar Grove Area Landscape Monuments, and Authorize Advertisement for a Bid Opening N. APPROVE Conservation Easement Encroachment — 1025 Wescott Road 0. APPROVE Conservation Easement Encroachment — Lot 1, Block 1 Boulder Lakes 3rd Addition P. APPROVE Private Storm Water Management Agreements — Viking Lakes Q. APPROVE Contract to prepare the Viking Lakes Event Travel Demand Management Plan R. RECEIVE Petition to Vacate Public Easements — Lot 1, Block 3, Oakview Center & Lot 1, Block 1, Oakview Center 2nd Addition and schedule Public Hearing for September 5, 2017 S. APPROVE Ordinance Amendment granting a Natural Gas franchise to Northern States Power Co. d/b/a Xcel Energy and Approve publication of a Summary Ordinance T. APPROVE Findings of Fact, Conclusions & Resolutions of Denial — Variance — 1815 Diffley Road U. APPROVE Findings of Fact and Resolution that the City of Eagan has satisfied requirements of the Alternative Urban Areawide Review and mitigation plan for the Cedar Grove Redevelopment District V. APPROVE Temporary On -Sale Liquor License and waive the license fee for the Church of St. Thomas Becket on September 10, 2017 at 4455 South Robert Trail W. APPROVE Resolution to temporarily extend the license premise of the On -Sale Taproom License issued to Bald Man Brewing LLC on August 25 and 26, 2017 at 2020 Silver Bell Road X. ADOPT a Resolution Authorizing a Special Deer Season on Private Property V. PUBLIC HEARINGS A. VARIANCE — Factory Motor Parts - A Variance to exceed maximum building lot coverage and reduce minimum greenspace requirement for a building and parking lot located at 2782 Eagandale Boulevard VI. OLD BUSINESS A. ORDINANCE AMENDMENT — Ordinance Amendments to City Code Chapters 5 and 11 regarding the definition of a restaurant for alcohol licensing purposes VII. NEW BUSINESS A. PLANNED DEVELOPMENT AMENDMENT- Country Inn & Suites - A Planned Development Amendment to allow a 55 room addition, new conference space and a future restaurant located at 3035 Holiday Lane 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 41,11 City of Eagan YeMo TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS FROM: CITY ADMINISTRATOR OSBERG DATE: JULY 28, 2017 SUBJECT: AGENDA INFORMATION FOR JULY 31, 2017 CITY COUNCIL MEETING ADOPT AGENDA After approval is given to the July 31, 2017 City Council agenda, the following items are in order for consideration. Agenda Information Memo July 31, 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 July 11, 2017 Special City Council meeting as presented or modified. Attachments: (1) CA -1 July 11, 2017 Special City Council Minutes MINUTES SPECIAL CITY COUNCIL MEETING JULY 11, 2017 5:30 P.M. EAGAN MUNICIPAL CENTER City Councilmembers present: Mayor Maguire, Bakken, Hansen and Tilley. The meeting began at 5:35 p.m. Councilmember Fields arrived at 5:37 p.m. City staff present: City Administrator Osberg, Assistant City Administrator Miller, Community Development Director Hutmacher, City Planner Ridley, and Director of Public Works Matthys. ROLL CALL AND ADOPTION OF THE AGENDA Councilmember Bakken moved, Councilmember Hansen seconded a motion to adopt the agenda as presented. Aye: 4 Nay: 0 VISITORS TO BE HEARD There were no visitors to be heard. SHORT TERM RENTAL CONSIDERATIONS City Administrator Osberg introduced the item noting back in May staff shared with the Council correspondence received regarding Airbnb's operating in the City of Eagan. The property owners are requesting the Council to reconsider the current short-term rental stance. Osberg noted the topic of Short -Term Housing Rentals was discussed by the Council at a work session in 2014 where a significant amount of information was submitted and considered by the Council. Earlier this year a short-term rental complaint was made and staff's research revealed approximately one dozen Eagan residential properties that were listed on short-term rental sites. City Planner Ridley gave a staff report. Murphy McCann, 1601 McCarthy Road and Rosemarie Ndupuechi, 1485 Lone Oak Road, addressed the Council regarding their Airbnb businesses in Eagan and were available for questions. The City Council discussed short-term housing rentals. After further discussion, the Council directed staff to research how other metro and out-of-state cities handle short-term rentals, policies and local regulations regarding Airbnb-type uses and bring back to a future Council workshop. MULTI -FAMILY PARKING CONSIDERATIONS City Planner Ridley introduced the item noting the City Council and Advisory Planning Commission have encountered parking deviations from the parking standards with enough frequency over the past several years that Council requested staff research requirements in other metro cities. Ridley noted Eagan's City Code parking standard for multi -family residential is two stalls per unit, with at least half of the spaces required to be enclosed. The City Code does not differentiate between senior living and market -rate apartments. The Council discussed multi -family parking considerations. Special City Council Minutes July 11, 2017 Page 2 The Council provided the following direction regarding the public policy questions/issues: 1. Should the City Code be modified to require parking for multi -family units based on bedroom count as opposed to unit count? The Council prefers to keep required parking based on number of units rather than bedrooms, but agreed to reduce the number of required stalls to 1.5 per unit. 2. Should the City Code be modified to require parking for senior living facilities at a ratio of one stall per unit? Yes. 3. Should the City Code be modified to allow a smaller stall dimension for stalls located underground or within a structure? The Council agreed to reduce all required stall dimensions for multifamily residential to 9 %'x 18', but wanted to keep stall dimensions consistent for surface and structured parking. RESIDENTIAL OVERLAY DISTRICTS Community Development Director Hutmacher introduced the item noting at the 2017 Council retreat, the Council discussed the possibility of using residential overlay districts to encourage reinvestment in residential neighborhoods and upgrade of the City's housing stock. The City Attorney advised that the City could implement a residential overlay district to provide flexibility from bulk standards in residential neighborhoods without rezoning and apply within specific geographical boundaries. Hutmacher noted if the Council considered an overlay district, City staff suggests flexibility for setbacks and building coverage as these standards are most likely to inhibit home additions. The Council discussed residential overlay districts. The Council provided the following direction regarding the public policy questions/issues: 1 Does the City Council want to consider creating a residential overlay district? Yes. 2. If so, should the overlay district allow flexibility for setbacks and/or building coverage requirements? The Council agreed to allow flexibility for building coverage requirements and continue with the variance process for setbacks. 3. Should overlay districts be located based on building age or on other factors? The Council agreed to consider the average age of the housing stock and the average lot size as factors in choosing the location. COMPREHENSIVE GUIDE PLAN UPDATE City Administrator Osberg introduced the item noting City staff and consultants have been working on components of the Comprehensive Plan update for several months and anticipates completing the draft plan in the first quarter of 2018. Community Development Director Hutmacher noted the City is well underway with community engagement and is taking a more interactive approach than has been used previously. Interaction at community events has been very positive, and City staff is pleased with the level of response to the on-line social engagement tool. Hutmacher gave an update on the 2040 Comprehensive Guide Plan. Special City Council Minutes July 11, 2017 Page 3 There was no other business to be heard. OTHER BUSINESS ADJOURNMENT Councilmember Fields moved, Councilmember Tilley seconded a motion to adjourn at 7:18 p.m. Aye: 5 Nay: 0 Date Mayor City Clerk Agenda Information Memo July 31, 2017 Eagan City Council Meeting CONSENT AGENDA B. Personnel Items ITEM 1. Action To Be Considered: Approve the hiring of the following seasonal employees: Bruce Ikens Lifeguard Anna Johnson Taylor Building Attendant Joseph Bosshardt Guest Relations ITEM 2. Action To Be Considered: Approve the hiring of Eric Morse, FT Utility Field Maintenance Worker. Facts: This position was approved for recruitment 7/5/17 Agenda Information Memo July 31, 2017 Eagan City Council Meeting CONSENT AGENDA C. Ratify Check Registers Action To Be Considered: To ratify the check registers dated July 14 and 21, 2017 as presented. Attachments: (2) CC -1 Check register dated July 14, 2017 CC -2 Check register dated July 21, 2017 R55CKR2 LOGIS101 Check # Date 192210 7/14/2017 192211 7/14/2017 192212 7/14/2017 192213 7/14/2017 192214 7/14/2017 192215 7/14/2017 192216 7/14/2017 192217 7/14/2017 192218 7/14/2017 City of Eagan Council Check Register by GL Council Check Register by Invoice & Summary 7/10/2017 - 7/14/2017 Amount Supplier / Explanation PO # Doc No Inv No 100450 1ST LINE BEVERAGE 200.75 CONCESSION RESALE-SLUSHIE MIX 262339 125745 200.75 115497 A & A GLOBAL INDUSTRIES 108.43 VENDING RESALE 262337 1122335 -IN 108.43 100584 ADVANCED GRAPHIX INC 461.00 CLAIM CA33568 262332 197242 461.00 142634 ADVANTAGE SIGNS & GRAPHICS INC. 369.90 SIGNS 262338 00031090 369.90 142400 AGASSIZ SEED & SUPPLY 215.00 BMP MAINT. AT CMAINTFACILITY 215.00 146368 ALLEGRA 1,299.18 REPRINT EAGAN FISHING GUIDE 1,299.18 120354 AL'S COFFEE COMPANY 182.50 CONCESSION RESALE -COFFEE 182.50 100417 ANCOM COMMUNICATIONS INC 7.00 RADIO KNOB REPLACEMENT 7.00 262331 INV114298 262323 40702 262596 157658 262330 70652 142259 APPEAR CLEAR WINDOW CLEANING 250.00 STP WINDOW CLEANING 262328 1593 475.00 NTP WINDOW CLEANING 262329 1594 480.00 MT WIDOW CLEANING 262326 1595 380.00 WINDOW CLEANING 262327 1596 1,585.00 192219 7/14/2017 144673 ARCADE ELECTRIC 587.00 C PARK TRAIL LIGHTING 262325 8857 Account No 6713.6855 6629.6855 7/13/2017 17:11:02 Page - 1 Subledger Account Description Business Unit Merchandise for Resale Concessions Merchandise for Resale Vending 9591.6386 Insurance Deductible Risk Management 2242.6257 Signs & Striping Material Signs -Installation & Mtn 6534.6220 Operating Supplies - General Basin Mgmt-BMP Mtn 6538.6370 General Printing and Binding Pub Information/Education 6609.6855 Merchandise for Resale Concession SalesNending 1221.6238 Communication System Parts Administration -Fire 6154.6535 6146.6535 3314.6535 6146.6535 Other Contractual Services Other Contractual Services Other Contractual Services Other Contractual Services South Plant Building North Plant Building Central Maintenance North Plant Building 3624.6630 Other Improvements Facilities R&R Fd -Mtn Facility R55CKR2 LOGIS101 Check # Date 192219 7/14/2017 192220 7/14/2017 192221 7/14/2017 192222 7/14/2017 192223 7/14/2017 192224 7/14/2017 192225 7/14/2017 192226 7/14/2017 Amount Supplier / Explanation 144673 ARCADE ELECTRIC 10.69 LIGHTING PARTS 449.00 LIGHTING REPAIR LABOR 968.76 LIGHTNING REPAIR 2,015.45 100009 ASPEN EQUIP CO 5.705.00 PLOW FOR 105 5,705.00 121083 ASPEN MILLS 83.55 DUTY CREW 56.43 UNIFORM NAMETAGS 139.98 135.00 75.26 44.48 47.29 52.65 291.60 616.83 319.63 2,450.20 508.00 4,540.94 101609 ASPEN WASTE MT WASTE FD WASTE FD WASTE FD WASTE GUN RANGE WASTE WASTE REMOVAL WASTE REMOVAL DUMPSTER SERVICE CMF DUMPSTER/RECYCLING DUMPSTER SERVICE City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 2 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 PO # Doc No Inv No 143138 BANCE, DONNA 53.15 9650-OVRPMNT-1647 HICKORY LANE 53.15 147094 BARTA, COLE 159.99 UNIFORMS -BOOTS 159.99 118417 BAY WEST INC. 3,879.24 SPILL RESPONSE TO BE REIMB. 3,879.24 148487 BERGANKDV 262324 8858 262324 8858 262345 8894 262347 10178208 262592 199197 262341 199348 262346 262350 262351 262352 262349 262340 262348 262344 262342 262343 1-322088070117 S1321981-070117 S1321999-070117 S1322005-070117 51322039-070117 S1322047-070117 51322054-070117 S1322062-070117 51322104-063017 S1332103-070117 262359 070717 262360 070517 262364 17S-002592 Account No 3109.6239 3109.6431 9591.6386 3522.6680 1221.6224 1221.6224 Subledger Account Description Continued... Park Facility Repair Parts Park Facility Repair -Labor Insurance Deductible Mobile Equipment Clothing/Personal Equipment Clothing/Personal Equipment Business Unit Lighting Maintenance Lighting Maintenance Risk Management Equip Rev Fd -Dept 22 Administration -Fire Administration -Fire 3314.6539 Waste Removal/Sanitation Servi Central Maintenance 3313.6539 Waste Removal/Sanitation Servi Fire Buildings 3313.6539 Waste Removal/Sanitation Servi Fire Buildings 3313.6539 Waste Removal/Sanitation Servi Fire Buildings 3316.6539 Waste Removal/Sanitation Servi Police 6603.6539 Waste Removal/Sanitation Servi Building Repair & Maint. 6719.6539 Waste Removal/Sanitation Servi Building Maintenance 3111.6539 Waste Removal/Sanitation Servi Refuse/Waste Control 2401.6539 Waste Removal/Sanitation Servi Gen/Adm-Central Services 3111.6539 Waste Removal/Sanitation Servi Refuse/Waste Control 9220.2250 3170.2115 6524.6310 Escrow Deposits Clothing Allowance Professional Services -General Public Utilities General Admin -Parks Basin Mgmt-Emergency Cleanup R55CKR2 LOGIS101 Check # Date 192226 7/14/2017 192227 7/14/2017 192228 7/14/2017 192229 7/14/2017 192230 7/14/2017 192231 7/14/2017 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 3 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 148487 BERGANKDV Continued... 400.00 2016 AUDIT SERVICES 262358 962929 0501.6314 Auditing General & Admn-Finance 1,750.00 2016 AUDIT SERVICES 262358 962929 6101.6314 Auditing Water -Administration 1,750.00 2016 AUDIT SERVICES 262358 962929 6201.6314 Auditing San Sewer -Administration 550.00 2016 AUDIT SERVICES 262358 962929 6601.6314 Auditing General/Administrative-Arena 550.00 2016 AUDIT SERVICES 262358 962929 6716.6314 Auditing General Administration 1,050.00 2016 AUDIT SERVICES 262358 962929 6801.6314 Auditing General & Administrative 6,050.00 143561 BLUE TARP FINANCIAL 259.90 RATCHET/TIE DOWNS/BINDER 73.96 EQUIP PARTS 333.86 262365 0031117333 262363 0031119196 2244.6230 Repair/Maintenance Supplies -Ge Street Equipment Repair/Mtn 3127.6231 Mobile Equipment Repair Parts Equipment Maintenance/Repair 131767 BOLTON & MENK INC. 8,954.50 CARLSON LK STORM - ENG 262353 0205142 6439.6630 P1249 Other Improvements Lift Station Maintenanc/Repair 4,406.25 COUNTRY HOLLOW - ENG 262354 0205143 6239.6630 P1120 Other Improvements Lift Station Maintenanc/Repair 6,261.00 APOLLO LS IMPROVEMENT 262355 0205145 6439.6630 P1253 Other Improvements Lift Station Maintenanc/Repair 19, 621.75 6,220.25 5,147.75 11, 368.00 100024 BRAUN INTERTEC SOIL TESTING, PROJECT MANAGEME CEDAR GROVE ENVIRON CONSULT 100342 BROCK WHITE CO 6,081.00 CRACKFILL 367.20 CRACKFILL 6,448.20 230.86 230.86 100025 BSN SPORTS 192232 7/14/2017 150525 BUDD, STEVEN 39.13 9650-OVRPMNT-2151 WARRICK CT 39.13 192233 7/14/2017 102838 BURNET TITLE 8.58 9650-OVRPMNT 1603 JOHNNYCAKE 8.58 262356 B096105 262357 B096768 262362 12795398-00 262361 12796235-00 262375 900114280 262381 070717 262380 070717 8225.6713 Project - Outside Engineering P1225 Northwest Park Way Exten 9334.6310 Professional Services -General Cedarvale/Hwy 13 TIF 2223.6255 2223.6255 Street Repair Supplies Street Repair Supplies Crack Sealing Crack Sealing 3059.6227 Recreation Equipment/Supplies Summer in the Park 9220.2250 Escrow Deposits Public Utilities 9220.2250 Escrow Deposits Public Utilities R55CKR2 LOGIS101 Check # Date 192233 7/14/2017 192234 7/14/2017 192235 7/14/2017 192236 7/14/2017 192237 7/14/2017 192238 7/14/2017 192239 7/14/2017 Amount Supplier / Explanation 102838 BURNET TITLE 148751 CAMPBELL KNUTSON 88.50 DWI FORFEITURE VIN 2832 88.50 100506 CASH 100.00 STARTING CASH POOL 100.00 141765 CBL FLOORS 8,000.00 FLOOR TILE IN LOBBY 8,000.00 128578 CDW GOVERNMENT INC. 169.41 CHARLIE'S PC -ADOBE 756.60- CR INV GXV8891 149.19 ADOBE ACROBAT-HUTMACHER 149.58 ADOBE ACROBAT -J. STRID 149.58 ADOBE PRO FOR HR DEPARTMENT 48.12 TRACKBALL -M TIMM 23.09 PHONE CASE REPLACEMENT 119.69 ADOBE SOFTWARE 52.06 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 4 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 PO # Doc No Inv No 101652 CEMSTONE PRODUCT CO. 184.69 NATURE PLAY CONCRETE 184.69 142846 CENTURYLINK 135.74 COMM LINE BTWN TRMNT PLANTS 547.74 OAK POND LIFT STATION 141.08 423.24 66.00 SPERRY TOWER RADIO LINES 141.08 262371 218023 262374 071017 262370 8662 262394 HBF5322 262393 HBM8941 262397 HTZ8345 262398 HTZ8356 262391 HTZ8481 262396 HVB8406 262392 JDN8108 262395 JFB4886 262368 334031 262378 612E06-1331048- JUL17 262377 612E06-3878017- JUL17 262383 612E12-0825197- JUL17 262384 612E12-1089411- JUL17 262379 612E12-1121206- JUL17 262385 612E12 -6449410 - Account No 9115.6311 9222.1040.5 9355.6718 2401.6270 3001.6270 0720.6670 0801.6670 1001.6210 0401.6660 0201.6660 0501.6270 2817.6760 6101.6352 6239.6347 6101.6347 6101.6347 6101.6347 6101.6347 Subledger Account Description Continued... Legal Cash Drawer -Aquatic Project - Other Charges Computer Software Computer Software Other Equipment Other Equipment Office Supplies Office Furnishings & Equipment Office Furnishings & Equipment Computer Software Play Equipment Telephone Circuits Telephone Service & Line Charg Telephone Service & Line Charg Telephone Service & Line Charg Telephone Service & Line Charg Telephone Service & Line Charg Business Unit DWI Forfeiture Cascade Bay MAINTENANCE FACILITY EXPANSION Gen/Adm-Central Services General/Admn-Recreation General Admin -Planning & Zonin General & Admn-Protective Insp General/Admn-Human Resources General & Admn-City Clerk General & Admn-Admn General & Admn-Finance Patrick Eagan Park Water -Administration Lift Station Maintenanc/Repair Water -Administration Water -Administration Water -Administration Water -Administration R55CKR2 LOGIS101 Check # Date Amount Supplier / Explanation 192239 7/14/2017 192240 7/14/2017 192241 7/14/2017 192242 7/14/2017 192243 7/14/2017 192244 7/14/2017 192245 7/14/2017 192246 7/14/2017 192247 7/14/2017 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 5 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 PO # Doc No Inv No Account No Subledger Account Description Business Unit 142846 CENTURYLINK Continued... JUL17 141.08 262376 612E12-8187409- 6101.6347 Telephone Service & Line Charg Water -Administration JUL17 1,595.96 150513 CHINTARAM, MARIE 19.39 9650-OVRPMNT-1047 BRIAR CREEK 262382 070717 9220.2250 Escrow Deposits Public Utilities 19.39 101745 CINTAS CORPORATION 65.49 SAFTEY SUPPLIES 262386 8403223719 6601.6222 Medical/Rescue/Safety Supplies General/Administrative-Arena 65.49 143057 COLUMBIA PIPE AND SUPPLY CO. 56.92 DRAIN REPAIR 262369 2412308 3108.6239 Park Facility Repair Parts Park Improvements 56.92 142286 COMCAST 10.60 FIRE STATION 5 7/9-8/8/17 262372 877210508019416 1221.6347 Telephone Service & Line Charg Administration -Fire 6-062717 10.60 142286 COMCAST 2.11 7/9/17-8/8/17 2.11 142286 COMCAST 42.32 COMCAST FEES 7/5-8/4/17 42.32 100040 CONT SAFETY EQUIP 198.90 SUNSCREEN 67.52 REHYDRATION 14.00 SAFETY SUPPLIES 280.42 100043 CUB FOODS 79.23 BATH TISSUE 262373 877210508073668 6146.6535 5-070117 262390 877210508075712 1221.6535 9-062517 262387 445545 262367 445576 262366 445577 2201.6222 2201.6222 3170.6222 Other Contractual Services North Plant Building Other Contractual Services Administration -Fire Medical/Rescue/Safety Supplies Medical/Rescue/Safety Supplies Medical/Rescue/Safety Supplies Gen/Adm-Streets Gen/Adm-Streets General Admin -Parks 262388 060517 2223.6255 Street Repair Supplies Crack Sealing R55CKR2 LOGIS101 Check # Date 192247 7/14/2017 192248 7/14/2017 192249 7/14/2017 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 6 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 Amount Supplier / Explanation PO # Doc No Inv No 100043 CUB FOODS 72.80 BATH TISSUE 262389 062217 152.03 590.40- 202.50 1,099.50 711.60 119.02 62.59 81.13 25.50 31.90 30,180.00 50.70 29.54 157.66 10,781.50 78.35 2,064.64 28.37 19.49 563.96 90.01 92.36 31.24 91.05 14.00 26.01 14.00 19.23 79.43 589.03 16.74 37.51 45,374.96 138529 DAKOTA COUNTY LUMBER CO. PICNIC TABLE BOARDS PICNIC TABLE BOARDS PICNIC TABLE BOARDS 100050 DAKOTA ELECTRIC HOLZ FARM DIFFLEY/LEXINGTON DIFFLEY/LEXINGTON OAK POND ROAD LIFTSTATION DIFFLEY/LEXINGTON RIVER HILLS STREET LIGHTS JOHNNYCAKE/CLIFF SIGNALS GUN CLUB ROAD LIFTSTATION TRAPP LAKE PARK HOLLAND STORM ELRENE RD HOCKEY RINK CANTER GLEN STORM LEXINGTON RESERVOIR WESCOTT STORM WOODLANDS STORM NORTHVIEW PARK IRRIGATION OHMAN PARK SHELTER DIFFLEY ROAD TUNNEL LIGHTS DIFFLEY/LEXINGTON 620 CLIFF ROAD AERATOR MAJESTIC OAKS SAN HAY LAKE RD AERATOR WESCOTT GAZEBO STEEPLECHASE CT LIFTSTATION ART HOUSE LEXINGTON AVE GAZEBO MARSH COVE SAN LIFTSTATION 192250 7/14/2017 100447 DALCO 262400 1704-663210 262399 1705-666210 262401 1706-668696 Account No 2223.6255 3103.6252 3103.6252 3103.6252 262402 100914-1-JUN17 3106.6405 262403 101738-3-JUN17 3106.6405 262404 102634-3-JUN17 3106.6405 262405 102843-0-JUN17 6239.6408 262406 103085-7-JUN17 3106.6405 262407 129548-4-JUN17 6301.6406 262408 141558-7-JUN17 6301.6407 262409 166469-7-JUN17 6239.6408 262410 172633-0-JUN17 3106.6405 262411 183413-4-JUN17 6439.6408 262412 192536-1-JUN17 3106.6405 262413 193566-7-JUN17 6439.6408 262414 200603-9-JUN17 6154.6409 262415 201101-3-JUN17 6439.6408 262416 201125-2-JUN17 6439.6408 262417 203049-2-JUN17 3106.6405 262418 205375-9-JUN17 3106.6405 262419 214662-9-JUN17 3106.6405 262420 221769-3-JUN17 3106.6405 262421 226044-6-JUN17 6520.6405 262422 288226-4-JUN17 6239.6408 262423 371946-5JUN17 6520.6405 262424 393793-5-JUN17 3106.6405 262425 401500-4-JUN17 6239.6405 262426 412157-0-JUN17 3106.6405 262427 440126-1-JUN17 3106.6405 262428 441453-8-JUN17 6239.6408 Subledger Account Description Continued... Street Repair Supplies Parks & Play Area Supplies Parks & Play Area Supplies Parks & Play Area Supplies Electricity Electricity Electricity Electricity -Lift Stations Electricity Electricity -Street Lights Electricity -Signal Lights Electricity -Lift Stations Electricity Electricity -Lift Stations Electricity Electricity -Lift Stations Electricity-Wells/Booster Stat Electricity -Lift Stations Electricity -Lift Stations Electricity Electricity Electricity Electricity Electricity Electricity -Lift Stations Electricity Electricity Electricity Electricity Electricity Electricity -Lift Stations Business Unit Crack Sealing Site Amenity Maintenance Site Amenity Maintenance Site Amenity Maintenance Structure Care & Maintenance Structure Care & Maintenance Structure Care & Maintenance Lift Station Maintenanc/Repair Structure Care & Maintenance Street Lighting Street Lighting Lift Station Maintenanc/Repair Structure Care & Maintenance Lift Station Maintenanc/Repair Structure Care & Maintenance Lift Station Maintenanc/Repair South Plant Building Lift Station Maintenanc/Repair Lift Station Maintenanc/Repair Structure Care & Maintenance Structure Care & Maintenance Structure Care & Maintenance Structure Care & Maintenance Basin Mgmt-Aeration Lift Station Maintenanc/Repair Basin Mgmt-Aeration Structure Care & Maintenance Lift Station Maintenanc/Repair Structure Care & Maintenance Structure Care & Maintenance Lift Station Maintenanc/Repair R55CKR2 LOGIS101 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 7 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 192250 7/14/2017 100447 DALCO Continued... 402.03 CUSTODIAL SUPPLIES 262435 3191856 6827.6223 Building/Cleaning Supplies Building Maintenance 402.03 192251 7/14/2017 118917 DEPARTMENT OF LABOR AND INDUSTRY 8,900.54 BLDG PRMT 6/17 262445 060117 9001.2195 Due to State - Permit Surcharg General Fund 8,900.54 192252 7/14/2017 101693 DICK'S SANITATION SERVICE INC. 98.97 WASTE REMOVAL 262429 DT0001850639 6603.6539 Waste Removal/Sanitation Servi Building Repair & Maint. 98.97 192253 7/14/2017 101625 DIPPIN DOTS 800.00 CONCESSION RESALE -ICE CREAM 262597 428989 6713.6855 Merchandise for Resale Concessions 1,000.00 CONCESSION RESALE -ICE CREAM 262439 429927 6713.6855 Merchandise for Resale Concessions 800.00 CONCESSION RESALE -ICE CREAM 262598 429928 6713.6855 Merchandise for Resale Concessions 192254 7/14/2017 192255 7/14/2017 192256 7/14/2017 192257 7/14/2017 192258 7/14/2017 2,600.00 150527 DYSON, SCOTT 23.98 9650-OVRPMNT-748 MILL RUN CIR 23.98 262450 070717 9220.2250 100917 EAGAN FIRE DEPT. RELIEF ASSOCIATION 880.00 JULY2017/PAYROLL ENDING 7/8/17 262642 JULY2017 880.00 100387 EAGAN GENERAL REPAIR 90.00 SMALL EQUIP REPAIR 90.00 9592.2038 262444 26399 3127.6426 Escrow Deposits Ded Pay -Fire Relief Assn Dues Small Equipment Repair -Labor Public Utilities Benefit Accrual Equipment Maintenance/Repair 100060 ECM PUBLISHERS INC 155.41 PH - GATEWAY EASEMENT VAC 262436 503554 0401.6359 Legal Notice Publication General & Admn-City Clerk 302.65 VIKING PARKWAY LANDSCAPING 262441 503555 0401.6359 Legal Notice Publication General & Admn-City Clerk 98.16 PH - PROJECT 1245 262438 503556 0401.6359 Legal Notice Publication General & Admn-City Clerk 33.00 FIRE STATION RFP 262437 503557 0401.6359 Legal Notice Publication General & Admn-City Clerk 208.50 WEEKLY MARKET FEST AD 262443 503893 3061.6357 Advertising/Publication Market Fest 797.72 102620 ECOLAB 2,393.90 CHEMICAL 1,917.32 CHEMICAL 262434 6088209 262433 6099438 6720.6244 Chemicals & Chemical Products Pool Attendant 6720.6244 Chemicals & Chemical Products Pool Attendant R55CKR2 LOGIS101 Check # Date 192258 7/14/2017 192259 7/14/2017 192260 7/14/2017 192261 7/14/2017 192262 7/14/2017 192263 7/14/2017 192264 7/14/2017 192265 7/14/2017 192266 7/14/2017 Amount Supplier / Explanation 102620 ECOLAB 4,311.22 150478 EROC'S LLC 603.00 VOLUNTEER APPRECIATION GIFTS 603.00 26.50 19.21 57.99 115.46 67.73 286.89 100451 FASTENAL COMPANY BLDG REPAIR WELL 22 FIBER BLDG REPAIR PICNIC TABLE REPAIR City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 8 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 PO # Doc No Inv No 150518 FIGGINS, AUSTIN 8.70 9650-OVRPMNT-4536 CINNAMON RID 8.70 150475 FORTIN, DOUGLAS 936.13 9635/9636 OVRPMNT-3425 HIGHLAN 936.13 39.28 196.40 78.56 314.24 603.18 1,598.82 71,844.47 429,276.81 503,323.28 100099 FOSTER MN, J H GAUGES FOR WELLS STP GAUGES FOR WELLS GAUGES FOR WELLS 145103 FRATTALONE COMPANIES INC. CONT 16-22 PMT 2 CONT 16-22 PMT 2 CONT 16-22 PMT 2 CONT 16-22 PMT 2 150522 FROMM, JANE 80.01 9650-OVRPMNT-4618 PENKWE WAY 80.01 150520 FULTON, DIANA 262452 876479 262430 MNTC1200920 262440 MNTC1201286 262449 MNTC1201645 262431 MNTC1201658 262432 MNTC1201876 262453 070717 262442 063017 262448 10308277-01 262446 10308277-02 262447 10308277-03 262454 071017 262454 071017 262454 071017 262454 071017 262451 070717 Account No 3001.6475 3106.6233 2242.6257 6148.6233 3106.6233 3103.6252 9220.2250 9220.2250 6156.6260 6148.6260 6148.6260 8225.6710 8225.6710 8225.6710 8225.6710 9220.2250 Subledger Account Description P225B P225A P225C Continued... Miscellaneous Building Repair Supplies Signs & Striping Material Building Repair Supplies Building Repair Supplies Parks & Play Area Supplies Escrow Deposits Escrow Deposits Utility System Parts/Supplies Utility System Parts/Supplies Utility System Parts/Supplies Project - Contract Project - Contract Project - Contract Project - Contract Escrow Deposits Business Unit General/Admn-Recreation Structure Care & Maintenance Signs -Installation & Mtn North Well Field Structure Care & Maintenance Site Amenity Maintenance Public Utilities Public Utilities South Well Field North Well Field North Well Field P1225 Northwest Park Way Exten P1225 Northwest Park Way Exten P1225 Northwest Park Way Exten P1225 Northwest Park Way Exten Public Utilities R55CKR2 LOGIS101 Check # Date 192266 7/14/2017 192267 7/14/2017 192268 7/14/2017 192269 7/14/2017 192270 7/14/2017 192271 7/14/2017 192272 7/14/2017 192273 7/14/2017 192274 7/14/2017 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 9 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 150520 FULTON, DIANA Continued... 57.71 9650-OVRPMNT-4267 AUGUSTA LN 262460 070717 9220.2250 Escrow Deposits Public Utilities 57.71 100071 G & K SERVICES 82.79 SHOP TOWELS 18.00 ECC RUGS 20.90 FD RUGS 32.29 RUGS 153.98 141861 GEARGRID CORPORATION 613.00 SCBA BRACKETS 613.00 119682 GENERAL PARTS LLC 330.84 PARTS FOR TURBO OVEN 330.84 100465 GERTEN GREENHOUSES 3.99 SOD 196.61 HERBICIDE 196.61- HERBICIDE 746.44 HERBICIDE 61.16 TURF SUPPLY 811.59 262479 6182546109 262474 6182557145 262475 6182557146 262476 6182557149 2401.6241 6827.6569 3313.6569 6154.6535 262457 0014346 -IN 1227.6230 262469 1618694 6713.6230 262467 2079 /7 262464 607 /12 262465 619 /12 262466 620 /12 262470 654 /12 3108.6253 3116.6253 3114.6535 3116.6253 3114.6253 Shop Materials Maintenance Contracts Maintenance Contracts Other Contractual Services Gen/Adm-Central Services Building Maintenance Fire Buildings South Plant Building Repair/Maintenance Supplies -Ge SCBA Repair/Maintenance Supplies -Ge Concessions Turf Maintenance & Landscape S Turf Maintenance & Landscape S Other Contractual Services Turf Maintenance & Landscape S Turf Maintenance & Landscape S Park Improvements Noxious Weed Control Turf Mgmt/Enhancement Noxious Weed Control Turf Mgmt/Enhancement 150519 GILLQUIST, DEBRA 94.83 9650-OVRPMNT-1612 SUMMIT HILL 262461 070717 9220.2250 Escrow Deposits Public Utilities 94.83 102627 GOETSCH ASSOCIATES INC., W.W. 195.00 PUMP MAINT 262478 98426 6719.6535 Other Contractual Services Building Maintenance 195.00 138516 GOHMAN, MARV 1,000.00 MARKETFEST 7/19/17 262455 071917 3061.6320 Instructors Market Fest 1, 000.00 100077 GOPHER ST ONE CALL 1,684.80 LOCATES - UTILITIES 262480 7060326 6234.6356 One Call Service Fee Utility Locates R55CKR2 LOGIS101 Check # Date 192274 7/14/2017 192275 7/14/2017 192276 7/14/2017 192277 7/14/2017 192278 7/14/2017 192279 7/14/2017 192280 7/14/2017 Amount Supplier / Explanation PO # 100077 GOPHER ST ONE CALL 302.40 LOCATES - FIBER 1,987.20 175.34 59.78 82.96 318.08 100990 GRAINGER SECURITY MIRROR CLEANING SUPPLIES BLDG REPAIR 100085 HARDWARE HANK 12.45 PARTS 4.99 PARTS 47.16 FUEL 5.49 SUPPLIES 31.95 STIHL MOTO MIX 26.75 MISC STATION SUPPLIES 76.28 HISTORICAL SOCIETY SUPPLIES 15.98 FUEL 9.29 MISC REPAIR SUPPLIES 4.69 NUTS BOLTS 4.99 SAFETY SUPPLIES 15.48 VANDALISM CLEANUP 255.50 102064 HAUTH ENTERPRISES 350.00 HOLZ FARM CAMP ANIMALS 350.00 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 10 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 Doc No Inv No 262480 7060326 262472 9476784724 262477 9476984514 262471 9486744940 262487 1676249 262488 1677364 262492 1679060 262489 1679078 262490 1679455 262482 1681937 262481 1683164 262491 1685004 262483 1686221 262486 1687261 262485 1690816 262484 1698449 262463 072417 100064 HAWKINS WATER TRTMNT GROUP INC 3,262.10 NAMNO4 CHEM NTP 262456 4106500 3,262.10 147713 HOBART SERVICE 435.78 DISHWASHER REPAIR 435.78 100627 HOME DEPOT CREDIT SERVICES 9.98 FOUNTAIN 38.74 OLD TOWN HALL 18.81 RUGBY 262473 33111707 262645 1012447 262646 1012475 262647 1012558 Account No 4002.6569 3304.6233 6603.6223 3106.6233 2244.6231 2244.6231 3127.6235 2242.6257 2272.6243 1225.6244 0917.6496 2272.6243 1225.6230 3103.6220 3170.6222 3105.6220 3027.6320 6147.6244 6827.6535 3103.6220 3104.6220 3118.6220 Subledger Account Description Continued... Maintenance Contracts Building Repair Supplies Building/Cleaning Supplies Building Repair Supplies Mobile Equipment Repair Parts Mobile Equipment Repair Parts Fuel, Lubricants, Additives Signs & Striping Material Heating Oil/Propane/Other Fuel Chemicals & Chemical Products Historical Society Heating Oil/Propane/Other Fuel Repair/Maintenance Supplies -Ge Operating Supplies - General Medical/Rescue/Safety Supplies Operating Supplies - General Instructors Chemicals & Chemical Products Other Contractual Services Operating Supplies - General Operating Supplies - General Operating Supplies - General Business Unit Fiber capacity project Bldg/Facilities Maintenance Building Repair & Maint. Structure Care & Maintenance Street Equipment Repair/Mtn Street Equipment Repair/Mtn Equipment Maintenance/Repair Signs -Installation & Mtn Tree Trimming Fire / EMS Equipment Historical Society Tree Trimming Fire / EMS Equipment Site Amenity Maintenance General Admin -Parks Vandalism Repair or Cleanup Holz Farm North Plant Production Building Maintenance Site Amenity Maintenance Site Amenity Installation Athletic Field Mtn/Setup R55CKR2 LOGIS101 Check # Date 192280 7/14/2017 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 11 Council Check Register by Invoice & Summary Amount Supplier / Explanation PO # Doc No 100627 HOME DEPOT CREDIT SERVICES BUILDING SUPPLIES OLD TOWN HALL SUPPLIES SUPPLIES SUPPLIES SUPPLIES SUPPLIES RIDGECLIFF TENNIS RIDGECLIFF TENNIS CONCRETE LEXINGTON TRAPP FARM TOOLS SUPPLIES SUPPLIES FLAGS CLEANING SUPPLIES DAK SCH BENCH LEX/DIFF NET RIDGECLIFF TENNIS TOOLS BENCHES FOUNTAIN BENCHES RUGBY FIELD RUGBY FIELD OLD TOWN HALL RAHN GOAT HILL OLD TOWN HALL SUPPLIES 39.91 49.84 53.90 26.85 65.28 78.97 29.57 34.46 129.30 25.17 47.00 31.96 15.64 33.57 45.60 33.34 179.42 6.69 6.50 30.70 19.94 14.04 19.96 51.86 3.48 13.84 121.35 16.78 59.94 2.55 25.23 150.00 48.10- 43.92 8.97 14.38 15.48 1,564.82 ANNUALS CEMENT TRAILER OLD TOWN HALL VANDALISM 192281 7/14/2017 136758 HOME TITLE INC. 262658 262648 262673 262643 262643 262643 262659 262660 262661 262674 262672 262668 262669 262670 262671 262657 262679 262655 262656 262677 262678 262650 262651 262652 262653 262654 262663 262664 262675 262665 262644 262666 262680 262667 262676 262649 262662 7/10/2017 -- 7/14/2017 Inv No 1013905 1023731 1024660 1024672 1024672 1024672 1083950 14084 14129-052317 15478 2015122 3015065 3024549 3092476 3092522 4013544 5024889 6013256 6013257-051717 6093771 6214724 7013020 7013027 7013041 7013083 7013088 7014575 7014599 7015884 7024325 7060793 7260735 7260758 7500200 7580639 8012831 9585165 Account No 3106.6233 3103.6233 3106.6233 6827.6223 6827.6233 6827.6240 3215.6220 2834.6761 2834.6761 3103.6252 3103.6252 3103.6220 3103.6240 3106.6233 3101.6220 3130.6220 3106.6223 3103.6252 9591.6386 2834.6761 3222.6240 3103.6220 3130.6220 3201.6220 3118.6220 3118.6220 3104.6252 3106.6233 3118.6234 3106.6220 6827.6240 3217.6457 3217.6457 3215.6630 3102.6240 3103.6233 3105.6220 Subledger Account Description Continued... Building Repair Supplies Building Repair Supplies Building Repair Supplies Building/Cleaning Supplies Building Repair Supplies Small Tools Operating Supplies - General Athletic Furnishings Athletic Furnishings Parks & Play Area Supplies Parks & Play Area Supplies Operating Supplies - General Small Tools Building Repair Supplies Operating Supplies - General Operating Supplies - General Building/Cleaning Supplies Parks & Play Area Supplies Insurance Deductible Athletic Furnishings Small Tools Operating Supplies - General Operating Supplies - General Operating Supplies - General Operating Supplies - General Operating Supplies - General Parks & Play Area Supplies Building Repair Supplies Field/Other Equipment Repair Operating Supplies - General Small Tools Machinery & Equipment -Rental Machinery & Equipment -Rental Other Improvements Small Tools Building Repair Supplies Operating Supplies - General Business Unit Structure Care & Maintenance Site Amenity Maintenance Structure Care & Maintenance Building Maintenance Building Maintenance Building Maintenance Landscape Planting -Non -park Ridgecliff Park Ridgecliff Park Site Amenity Maintenance Site Amenity Maintenance Site Amenity Maintenance Site Amenity Maintenance Structure Care & Maintenance Playground Maintenance Recreation Program Support Structure Care & Maintenance Site Amenity Maintenance Risk Management Ridgecliff Park Equipment Mtn Site Amenity Maintenance Recreation Program Support Administrative/General Athletic Field Mtn/Setup Athletic Field Mtn/Setup Site Amenity Installation Structure Care & Maintenance Athletic Field Mtn/Setup Structure Care & Maintenance Building Maintenance Landscape Mtn -Non -park sites Landscape Mtn -Non -park sites Landscape Planting -Non -park Playground Installation Site Amenity Maintenance Vandalism Repair or Cleanup R55CKR2 LOGIS101 Check # Date 192281 7/14/2017 192282 7/14/2017 192283 7/14/2017 192284 7/14/2017 192285 7/14/2017 192286 7/14/2017 192287 7/14/2017 192288 7/14/2017 Amount Supplier / Explanation 136758 HOME TITLE INC. 60.79 9650-OVRPMNT 1429 VINCE TR 60.79 150526 HORYZA, LORI 45.91 9650-OVRPMNT-3656 CANARY WAY 45.91 150488 HOUSING HUB 33.89 9625-OVRPMNT-2056 KINGS RD 33.89 145222 HOWIES HOCKEY TAPE 730.01 PRO SHOP SUPPLIES FOR RESALE 730.01 115944 INTEREUM, INC. 1,750.16 FRONT LOBBY FURNITURE 1,750.16 150508 JASPER, KELSEY 23.59 9650-OVRPMNT-3888 DANBURY TR 23.59 142544 JEDLICKI INC., G.F. 32,153.13 CONT 17-03 PMT 3 32,153.13 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 12 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 PO # Doc No Inv No 262458 070717 262459 070717 262462 062817 262468 29389 262508 132698 262500 070717 262507 070617 100378 JOHNSON FIRE & SAFETY INC, J N 101.61 FIRE EXT. ANNUAL 262511 SOI.134220 115.00 CABINET SURFACE MNT 262515 SOI.134225 216.61 192289 7/14/2017 150493 JOHNSON, JAMES 36.84 9625-OVRPMNT-4612 1/2 PENKWE W 36.84 192290 7/14/2017 150521 JOHNSON, SHELBY 44.17 9650 OVRPMNT-4106 S. MEADOWLAR 44.17 Account No Subledger Account Description Business Unit Continued... 9220.2250 Escrow Deposits Public Utilities 9220.2250 Escrow Deposits Public Utilities 9220.2250 Escrow Deposits Public Utilities 6608.6855 Merchandise for Resale Skate Shop/Sharpening 9336.6660 Office Furnishings & Equipment Gen Facilities Renew & Replmt 9220.2250 Escrow Deposits Public Utilities 6542.6710 P1238 Project - Contract Capital Proj-WQ dedictn-cr1127 3106.6222 9116.6223 262501 062817 9220.2250 262498 070717 9220.2250 Medical/Rescue/Safety Supplies Structure Care & Maintenance Building/Cleaning Supplies Cedar Grove Parking Garage Escrow Deposits Public Utilities Escrow Deposits Public Utilities R55CKR2 LOGIS101 Check # Date 192291 7/14/2017 192292 7/14/2017 192293 7/14/2017 192294 7/14/2017 192295 7/14/2017 192296 7/14/2017 192297 7/14/2017 192298 7/14/2017 192299 7/14/2017 192300 7/14/2017 Amount Supplier / Explanation 150533 JTO PROPERTIES 22.91 9650-OVRPMNT-4276 SVENSK LN 22.91 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 13 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 PO # Doc No Inv No 150511 KAIN, MEGHAN 89.26 9650-OVRPMNT-4337 LIVINGSTONDR 89.26 142496 KAUFMAN ENTERPRISES INC. 223.00 REFUSE REMOVAL/LONG GRASS 223.00 140758 KENDELL DOORS & HARDWARE INC. 262495 070717 262499 070717 262516 14463 48.00 KEYS 262509 S1046035 48.00 150523 KEO, SOKUN 15.80 9650-OVRPMNT-3330 HERITAGE LN 15.80 150489 KISLYUK, ALEXANDRA 72.95 9625-OVRPMNT-533 WESTON HILLS 72.95 127571 KOEHLE, JESSICA 46.00 FISH LIC. FOR INTERN (CLINIC) 57.53 WQ PLAN UPDATE: LUNCH MTG 103.53 Account No Subledger Account Description Business Unit Continued... 9220.2250 Escrow Deposits Public Utilities 9220.2250 Escrow Deposits Public Utilities 0729.6535 Other Contractual Services Code Enforcement 3106.6220 262497 070717 9220.2250 262502 062817 9220.2250 262518 061217 262518 061217 146762 KRAFT CONTRACTING & MECHANICAL LLC 292.00 STP HVAC 262494 9809 292.00 114949 KWIK TRIP INC. 22,000.00 FIN GUARANTEE REFUND 22,000.00 150528 LAFANS, RICHARD 17.39 9650-OVRPMNT-3967 WORCHESTER D 17.39 Operating Supplies - General Structure Care & Maintenance Escrow Deposits Public Utilities Escrow Deposits Public Utilities 6538.6480 Licenses, Permits and Taxes Pub Information/Education 6513.6477 Local Meeting Expenses Water Quality Plan Update 6155.6427 Building Operations/Repair-Lab South Plant Production 262506 071117 9001.2250.628 262496 070717 9220.2250 4600 Slater Rd storm wtr fin g General Fund Escrow Deposits Public Utilities R55CKR2 LOGIS101 Check # Date 192301 7/14/2017 192302 7/14/2017 192303 7/14/2017 192304 7/14/2017 192305 7/14/2017 192306 7/14/2017 192307 7/14/2017 192308 7/14/2017 192309 7/14/2017 192310 7/14/2017 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 14 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 100662 LAW ENFORCEMENT LABOR Continued... 3,038.00 JULY 2017 UNION DUES 262704 OFFICERS/SRGS 9592.2026 Ded Pay- Pol Off Unio Benefit Accrual 7/8/17 3,038.00 100420 LEAGUE OF MINN CITIES INS TRUST 50.00 CLAIM GL30697 262513 2749 9591.6386 Insurance Deductible Risk Management 490.82 CLAIM GL33881 262514 2753 9591.6386 Insurance Deductible Risk Management 435.00 PROPERTY COVERAGE AMENDMENT 262512 54994 9591.6385 Insurance Risk Management 975.82 101055 LEFFLER PRINTING COMPANY INC. 3,128.00 JULY/AUG NEWSLETER PRINTING 262503 19956 3,128.00 148166 LIFEWORKS U.S. INC. 1,399.08 LIFEWORKS US INC. 1,399.08 100925 MACBETH, ERIC 12.85 LUNCH MEETING 6/8/17 12.85 141510 MADISON NATIONAL LIFE 4,711.10 LTD BILL -JULY 2017 4,711.10 100118 MARKS TOWING 500.00 DWI FORFEITURE VIN 2832 500.00 150517 MARZITELLI, DOMINIC 38.50 9650-OVRPMNT-1795 WALNUT LN 38.50 150516 MAUS, THOMAS 14.66 9650-OVRPMNT-1548 PACIFIC AVE 14.66 100571 MENARDS-APPLE VALLEY 11.67 BLDG REPAIR 262505 19963 262504 060817 262517 8862-0717 262493 218023 262525 070717 262526 070717 262535 21077 0902.6370 General Printing and Binding Experience Eagan Newsletter 1001.6319 Medical Services - Other General/Admn-Human Resources 6501.6477 Local Meeting Expenses G/A - Water Quality 9592.6152 Life Benefit Accrual 9115.6538 Towing Charges DWI Forfeiture 9220.2250 Escrow Deposits Public Utilities 9220.2250 Escrow Deposits Public Utilities 3106.6233 Building Repair Supplies Structure Care & Maintenance R55CKR2 LOGIS101 Check # Date 192310 7/14/2017 192311 7/14/2017 192312 7/14/2017 192313 7/14/2017 192314 7/14/2017 192315 7/14/2017 192316 7/14/2017 Amount Supplier / Explanation 100571 MENARDS-APPLE VALLEY 229.00 EQUIP PARTS City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 15 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 PO # Doc No Inv No 240.67 140243 MENDOTA HEIGHTS, CITY OF 5,428.00 GOLF REG PAYBACK 5,428.00 262534 21258 262538 00172117 100125 METRO COUNCIL ENVIRONMTL SERV -SAC 54,123.30 JUNE 2017 262543 060117 54,123.30 100034 MIDWEST COCA COLA 385.72 CONCESSION RESALE -POP 385.72 100664 MN CHILD SUPPORT 586.52 PAYROLL ENDING 7/8/17 319.79 PAYROLL ENDING 7/8/17 23.53 PAYROLL ENDING 7/8/17 230.73 PAYROLL ENDING 7/8/17 1,160.57 102019 MN DEPT OF LABOR & INDUSTRY 1,127.00 1ST HALF SPEC COMP FD ASSESS 1,127.00 102325 MN DEPT OF TRANSPORTATION 103.56 MATERIAL TESTING AND INSPECTIO 103.56 MATERIAL TESTING AND INSPECTIO 103.56 MATERIAL TESTING AND INSPECTIO 103.56 MATERIAL TESTING AND INSPECTIO 103.56 MATERIAL TESTING AND INSPECTIO 1,193.28 MATERIAL TESTING AND INSPECTIO 1,711.08 192317 7/14/2017 132301 MN ELECTRICAL ASSOCIATION 262539 3640203546 262705 GARNISHMENT 7/8/17 262706 GARNISHMENT 7/8/17-1 262707 GARNISHMENT 7/8/17-2 262708 GARNISHMENT 7/8/17-3 262544 00000419077 262537 P00008081 262537 P00008081 262537 P00008081 262537 P00008081 262537 P00008081 262537 P00008081 Account No 3108.6231 3037.6320 9220.2275 6713.6855 9592.2030 9592.2030 9592.2030 9592.2030 9593.6385 8227.6713 8228.6713 8234.6713 8230.6713 8231.6713 8232.6713 Subledger Account Description Continued... Mobile Equipment Repair Parts Instructors MCES Sewer Availability Charge Merchandise for Resale Ded Pay - Garnishments Ded Pay - Garnishments Ded Pay - Garnishments Ded Pay - Garnishments Insurance Project - Outside Engineering Project - Outside Engineering Project - Outside Engineering Project - Outside Engineering Project - Outside Engineering Project - Outside Engineering Business Unit Park Improvements Golf Public Utilities Concessions Benefit Accrual Benefit Accrual Benefit Accrual Benefit Accrual Workers' Compensation Self -In P1227 Cedar Industrial Park P1228 Woodgate 2nd P1234 Gopher Eagan Industrial P1230 Pinetree Forest P1231 Lexington Pointe 11&14th P1232 Gardenwood Ponds 1st&3rd R55CKR2 LOGIS101 Check # Date 192317 7/14/2017 192318 7/14/2017 192319 7/14/2017 192320 7/14/2017 192321 7/14/2017 192322 7/14/2017 Amount Supplier / Explanation PO # 132301 MN ELECTRICAL ASSOCIATION 415.00 MEA- STEVE GILBERG 415.00 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 16 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 Doc No Inv No Account No 262532 2017-GILBERG 6103.6479 149402 MN MECHANICAL SOLUTIONS INC. 219,901.25 CONT 16-10 PMT 4 262533 062317 219, 901.25 100306 MN POLLUTION CONTROL AGENCY 62.50 NOT GRANT REIMBURSABLE 262531 10000035790 62.50 107130 MN POLLUTION CONTROL AGENCY 45.00 LICENSE / EXAM FEE REIMBURSEME 262542 HAUTH 2017 45.00 100663 MN TEAMSTERS 320 1,256.25 JULY 2017 UNION DUES 2,633.30 JULY 2017 UNION DUES 3,889.55 145327 MNSPECT LLC 2,500.00 BACKUP SERVICES 2,500.00 6/26/17-6/30/17 5,000.00 192323 7/14/2017 150507 MOREHOUSE, SANDRA 29.74 9650-OVRPMNT-1513 DEERWOOD BEN 192324 7/14/2017 29.74 262709 CLERICAL 7/8/17 262710 PUB WKS MAINT 7/8/17 262540 7064 262541 7065 Subledger Account Description Business Unit Continued... Dues and Subscriptions Training & Education 6148.6718 P1186 Project - Other Charges North Well Field 9334.6310 Professional Services -General Cedarvale/Hwy 13 TIF 6201.6480 Licenses, Permits and Taxes San Sewer -Administration 9592.2029 Ded Pay - Clerical Union Dues Benefit Accrual 9592.2027 Ded Pay- Pub Wks Union Dues Benefit Accrual 0805.6310 Professional Services -General 0805.6310 Professional Services -General 262527 070717 9220.2250 Construction Insp-Field Construction Insp-Field Escrow Deposits Public Utilities 143252 MOSS & BARNETT 3,500.00 OUR SHARE OF COST OF FCC COMM 262530 39284.12 9701.6310 Professional Services -General PEG -eligible 715.00 COMCAST CABLE FRANCH NEGOTIANS 262529 668775 9702.6310 Professional Services -General Non -PEG (franchise fees) 11,613.50 COMCAST CABLE FRANCH NEGOTIANS 262529 668775 9703.6311 Legal Outside Projects 15,828.50 192325 7/14/2017 150486 MOUA, SHENG 5.00 7/5/17 BCBS VEGGIE BUCKS 5.00 262523 070517 3061.6220 PR006 Operating Supplies - General Market Fest R55CKR2 LOGIS101 Check # Date 192326 7/14/2017 192327 7/14/2017 192328 7/14/2017 192329 7/14/2017 192330 7/14/2017 192331 7/14/2017 192332 7/14/2017 192333 7/14/2017 192334 7/14/2017 192335 7/14/2017 Amount Supplier / Explanation 100146 MTI DISTR CO 414.91 IRRIGATION REPAIR PARTS 29.98 IRRIGATION REPAIR PARTS 173.49 IRRIGATION REPAIR 15.21 IRRIGATION REPAIR 180.60 IRRIGATION REPAIR 814.19 125742 NATIONAL DRIVE 2.00 PAYROLL ENDING 7/8/17 2.00 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 17 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 PO # Doc No Inv No 150529 NGO, SIMON 75.00 9650-OVRPMNT-4410 CINNAMON RID 75.00 150491 NGUYEN, HAN CAO 29.53 9625-OVRPMNT-4134 OAKBROOKE TR 29.53 149715 NGUYEN, KELLY 325.00 ARTIST FEE 325.00 150514 NICOL, DAWN 17.68 9650-OVRPMNT-3927 WESTBURY DR 17.68 262521 1123700-00 262522 1124698-00 262519 1125216-00 262520 1125338-00 262536 1126035-00 262711 070817 262524 070717 262528 062817 262552 053017 262545 070717 146013 NIEBUR TRACTOR AND EQUIPMENT 99.73 EQUIP PARTS 262548 01-99186 99.73 139057 NORTH AMERICAN CLEANING CORP 406.00 BLDG CLEANING CONTRACT 262547 115571 406.00 100454 NORTHERN AIR CORP 401.00 HVAC REPAIR 401.00 150484 OBERLE, MIKE Account No 3117.6234 3117.6234 3117.6234 3117.6234 3117.6234 Subledger Account Description Business Unit Continued... Field/Other Equipment Repair Field/Other Equipment Repair Field/Other Equipment Repair Field/Other Equipment Repair Field/Other Equipment Repair Irrigation System Mtn/Install Irrigation System Mtn/Install Irrigation System Mtn/Install Irrigation System Mtn/Install Irrigation System Mtn/Install 9592.2037 Ded Payable -Teamsters DRIVE Benefit Accrual 9220.2250 Escrow Deposits Public Utilities 9220.2250 Escrow Deposits Public Utilities 3097.6535 Other Contractual Services MRAC Community Art Grant 13-14 9220.2250 Escrow Deposits Public Utilities 3127.6231 Mobile Equipment Repair Parts Equipment Maintenance/Repair 3106.6537 Janitorial Service Structure Care & Maintenance 262549 139339 3315.6535 Other Contractual Services City Hall R55CKR2 LOGIS101 Check # Date 192335 7/14/2017 192336 7/14/2017 192337 7/14/2017 192338 7/14/2017 192339 7/14/2017 192340 7/14/2017 192341 7/14/2017 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 18 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 Amount Supplier / Explanation PO # Doc No Inv No 150484 OBERLE, MIKE 115.79 IRRIG SYSTEM REPAIR REIMBURSEM 262546 070717 115.79 108599 OFFICE DEPOT, INC. 52.68 OFFICE SUPPLIES 242.36 WALL BOARDS - ST 1 66.98 WALLBOARDS - ST 1 2.53 OFFICE SUPPLIES 48.21 OFFICE SUPPLIES 412.76 100346 OLSEN CHAIN & CABLE CO 148.02 PARTS 148.02 101645 OLSEN FIRE INSPECTION INC 457.25 SPRINKLER REPAIR 457.25 102381 PARK SUPPLY, INC. 153.52 BUILDING REPAIR 153.52 101722 PETERSON,SCOTT 45.00 MEETINGS 45.00 150472 PHAM, PEARL 4.00 162.25 BUILDING PERMIT 166.25 192342 7/14/2017 150509 POINT, PIN 52.31 9650-OVRPMNT-4255 SO ROBERT TR 52.31 192343 7/14/2017 146842 PREMIER LIGHTING INC. 333.94 LIGHT BULB REPLACEMENT 333.94 262553 937254738001 262556 938688684001 262557 938688697001 262555 939579417001 262554 939579579001 262551 602904 262550 010353 262564 218933500 262581 060717 262571 141817 262571 141817 Account No Subledger Account Description Business Unit Continued... 8233.6718 Project - Other Charges P1233 South hills 1st 2401.6210 1221.6210 1221.6210 2401.6210 2401.6210 Office Supplies Office Supplies Office Supplies Office Supplies Office Supplies Gen/Adm-Central Services Administration -Fire Administration -Fire Gen/Adm-Central Services Gen/Adm-Central Services 2244.6231 Mobile Equipment Repair Parts Street Equipment Repair/Mtn 3314.6535 Other Contractual Services Central Maintenance 3106.6233 Building Repair Supplies Structure Care & Maintenance 0812.6477 Local Meeting Expenses Conferences/Training-Prot Insp 9001.2195 0801.4085 262570 070717 9220.2250 262573 40267 6603.6233 Due to State - Permit Surcharg General Fund Building General & Admn-Protective Insp Escrow Deposits Public Utilities Building Repair Supplies Building Repair & Maint. R55CKR2 LOGIS101 Check # Date 192344 7/14/2017 192345 7/14/2017 192346 7/14/2017 192347 7/14/2017 192348 7/14/2017 192349 7/14/2017 192350 7/14/2017 192351 7/14/2017 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 19 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 Amount Supplier / Explanation PO # Doc No Inv No 123573 PROFESSIONAL WIRELESS COMMUNICATIONS 67.00 FIX 2 WAY RADIO 262575 79700 67.00 150510 RAINEY, LIZ 43.54 9650-OVRPMNT-4706 WILDWOOD ST 43.54 100728 RENT N SAVE 4,190.00 PORTABLE TOILET RENT 4,190.00 121047 RETENTION MANAGEMENT 300.00 RETENTION MANAGEMENT SERVICE 300.00 262569 070717 262560 49572 262580 SUP7076560 150405 RMB ENVIRONMENTAL LABORATORIES INC 238.00 WQ MONITORING SAMPLES ANALYESE 262576 359578 238.00 150524 RUNQUIST, KRAIG 33.27 9650-OVRPMNT-1449 ROCKEY LN 33.27 301.25 273.75 575.00 102436 SCHMITTY & SONS DHMS TO MOONSHINE 6/27/17 DHMS TO MOONSHINE 6/29/17 Account No Subledger Account Description Business Unit Continued... 6716.6535 Other Contractual Services General Administration 9220.2250 Escrow Deposits Public Utilities 3111.6539 Waste Removal/Sanitation Servi Refuse/Waste Control 6807.6569 Maintenance Contracts Fitness Center 6528.6323 262568 070717 9220.2250 262582 INV12063 262583 INV12076 Testing Services Basin Mgmt-Water Spl/Studies/M Escrow Deposits Public Utilities 3075.6550 Transportation Services CDBG - Teens 3075.6550 Transportation Services CDBG - Teens 150474 SCHWARTZ FARM 9.00 7/5/17 MEDICA HEALTHY SAVINGS 262566 070517 3061.6220 PR007 Operating Supplies - General Market Fest 11.00 7/5/17 SMAP/EBT TOKENS 262566 070517 3061.6220 PR003 Operating Supplies - General Market Fest 12.00 7/5/17 POP CLUB TOKENS 262566 070517 3061.6220 PR005 Operating Supplies - General Market Fest 32.00 192352 7/14/2017 102772 SECURITY CONTROL SYSTEMS, INC. 202.50 SECURITY SYSTEM CHECK 262574 38151 202.50 192353 7/14/2017 100187 SEH 1,383.36 SAN FLOW METER INSTALL & CAL 6719.6535 Other Contractual Services Building Maintenance 262561 333134 6244.6310 Professional Services -General Sewer System Meterng/Monitorng R55CKR2 LOGIS101 Check # Date 192353 7/14/2017 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 20 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 Amount Supplier / Explanation PO # Doc No Inv No 100187 SEH 23,053.50 DESIGN 262563 333513 25,384.72 PROJECT REPRESENTATIVE AND ADM 262562 333515 105.95 ENG. SERVICES FOR ATT 4C 262577 334269 1,161.65 ENG. SERVICES FOR ATT 2C3C 262577 334269 51,089.18 192354 7/14/2017 100191 SHERWIN WILLIAMS 192355 7/14/2017 192356 7/14/2017 192357 7/14/2017 192358 7/14/2017 192359 7/14/2017 192360 7/14/2017 308.61 WELL 10 PAINT SUPPLIES 308.61 Account No 8225.6713 8225.6713 6008.6310 6005.6310 Subledger Account Description Business Unit Continued... Project - Outside Engineering Project - Outside Engineering AAT&T Professional Services -General AAT&T Professional Services -General P1225 Northwest Park Way Exten P1225 Northwest Park Way Exten Yankee Doodle Antenna Location Safari Antenna Location 262567 8463-4 6156.6233 Building Repair Supplies South Well Field 149647 SHETLER SI INC 538.34 SECURITY OFFICER 262579 1014962 6847.6535 Other Contractual Services Security 97.88 SECURITY OFFICER 262578 1014963 6847.6535 Other Contractual Services Security 636.22 336.32 336.32 74.78 747.42 146625 SHRED -IT USA DOCUMENT SHREDDING DOCUMENT SHREDDING DOCUMENT SHREDDING 262565 8122643541 262565 8122643541 262565 8122643541 1101.6310 3001.6457 6801.6569 Professional Services -General Machinery & Equipment -Rental Maintenance Contracts General/Admn-Police General/Ad mn-Recreation General & Administrative 100193 SIGNATURE CONCEPTS 582.50 EMPLOYEE UNIFORMS 262572 852395 6716.6224 Clothing/Personal Equipment General Administration 406.10 STAFF SJORTS 262559 852399 3081.6224 Clothing/Personal Equipment Arts & Humanities Council 21.00 STAFF SHIRTS 262558 853051 3081.6224 Clothing/Personal Equipment Arts & Humanities Council 1,009.60 150515 SIMPSON, ROBERT 21.49 9650-OVPRMNT-1615 SUMMIT HILL 21.49 150485 SISTERS MEZZE 4.00 7/5/17 SNAP/EBT TOKENS 4.00 150473 SNAP CONSTRUCTION 2.00 BUILDING PERMIT REFUND 103.25 BUILDING PERMIT REFUND 105.25 262590 070717 9220.2250 Escrow Deposits 262588 070517 3061.6220 PR003 Operating Supplies - General 262607 143257 0801.6480 Licenses, Permits and Taxes 262607 143257 0801.4085 Building Public Utilities Market Fest General & Admn-Protective Insp General & Admn-Protective Insp R55CKR2 LOGIS101 Check # Date 192361 7/14/2017 192362 7/14/2017 192363 7/14/2017 192364 7/14/2017 192365 7/14/2017 192366 7/14/2017 192367 7/14/2017 192368 7/14/2017 192369 7/14/2017 Amount Supplier / Explanation 143029 SOUTH METRO SPORTS 60.00 SCOTT N UNIFORM -2 HOODIES 60.00 148036 SPOK INC. 4.57 PAGER 4.57 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 21 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 PO # Doc No Inv No 100359 ST CROIX RECREATION CO INC 14,387.70 NATURE PLAY EQUIP 1,316.00 BIKE RACKS 15, 703.70 Account No Subledger Account Description Business Unit Continued... 262609 062017-NITTI 2201.2115 Clothing Allowance Gen/Adm-Streets 262587 A0318109S 3301.6351 Pager Service Fees General Management 262601 19365 2817.6760 Play Equipment Patrick Eagan Park 262600 19385 2852.6762 Special Features/Furnishings General Park Site Improvmts 100854 ST PAUL STAMP WORKS, INC. 24.55 STAMP 262608 389740 0801.6210 Office Supplies General &Admn-Protective Insp 24.55 142767 STANTEC CONSULTING SERVICES INC 8,056.50 ENGINEERING SERVICES SKATE PAR 262586 1215677 2850.6751 Design & Engineering (External HUD Athletic Site 8,056.50 150512 STEIDLE, JASON 21.15 9650-OVRPMNT-1120 WESTBURY CIR 262591 070717 9220.2250 Escrow Deposits Public Utilities 21.15 150477 TAMBLYN'S NURSERY 40.00 VENDOR OVERPAYMENT 262593 070617 3061.6320 Instructors Market Fest 40.00 117724 THORSTEINSON, PATRICK 500.00 DRIVEWAY REPAIR REIMBURSEMENT 262595 070317 8228.6718 Project - Other Charges P1228 Woodgate 2nd 500.00 100107 THYSSENKRUPP ELEVATOR 125.00 ELEVATOR 262604 3003276318 6827.6569 Maintenance Contracts Building Maintenance 125.00 MONTHLY DUES 262599 3003276396 6603.6569 Maintenance Contracts Building Repair & Maint. 125.00 ELEVATOR 262603 3003276402 3313.6569 Maintenance Contracts Fire Buildings 125.00 ELEVATOR 262603 3003276402 3316.6569 Maintenance Contracts Police 185.00 ELEVATOR 262603 3003276402 3315.6569 Maintenance Contracts City Hall 250.00 262603 3003276402 9116.6223 Building/Cleaning Supplies Cedar Grove Parking Garage 935.00 R55CKR2 LOGIS101 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 22 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 192369 7/14/2017 100107 THYSSENKRUPP ELEVATOR Continued... 192370 7/14/2017 192371 7/14/2017 192372 7/14/2017 192373 7/14/2017 192374 7/14/2017 192375 7/14/2017 192376 7/14/2017 192377 7/14/2017 138843 TRADEMARK TITLE SERVICES INC. 34.24 9625-OVRPMNT-4683 STAVERN PT 262589 062817 34.24 142029 TRI TECH DISPENSING INC. 150.00 WALK IN COOLER REPAIR 150.00 100228 TWIN CITY GARAGE DOOR CO 448.00 GARAGE DOOR REPAIR 448.00 100391 U S BANK 425.00 GO TAX INCRE BD 2013A FEES 425.00 100232 UHL CO INC 327.50 FOBS FOR CH/PD 300.00 ALARM MONITORINING 324.00 REPAIRS 951.50 149351 UNITED FARMERS COOPERATIVE 900.00 EQUIP RENTAL 900.00 150492 VAN DUSARTZ, CINDY 17.37 9625-OVRPMNT-4470 REINDEER LN 17.37 153.00 277.80 82.68 137.64 70.34 266.32 437.96 345.56 100236 VAN PAPER MT CUSTODIAL BLDG CLEANING CLEANING SUPPLIES PAPER PRODUCTS RESTROOM SUPPLY SPECIAL EVENT SUPPLY CLEANING SUPPLIES BLDG SUPPLY 262602 54337 262605 484763 262606 4672747 262584 52177 262585 52294 262594 52386 9220.2250 Escrow Deposits Public Utilities 6827.6535 Other Contractual Services Building Maintenance 3314.6535 Other Contractual Services Central Maintenance 9462.6492 Paying Agent/Bond Destruction 2013A Tax GO TIF 0301.6210 6239.6310 6154.6569 Office Supplies Professional Services -General Maintenance Contracts IT -Gen & Admn Lift Station Maintenanc/Repair South Plant Building 262621 851349 3112.6457 Machinery & Equipment -Rental Park Mowing & Trimming 262613 062817 9220.2250 Escrow Deposits Public Utilities 262626 428267-00 262641 428455-00 262634 428549-00 262635 428551-00 262639 428810-00 262622 429123-00 262640 429166-00 262623 430197-00 3314.6223 3106.6223 6603.6223 6719.6223 3106.6233 3130.6223 3106.6223 3106.6223 Building/Cleaning Supplies Building/Cleaning Supplies Building/Cleaning Supplies Building/Cleaning Supplies Building Repair Supplies Building/Cleaning Supplies Building/Cleaning Supplies Building/Cleaning Supplies Central Maintenance Structure Care & Maintenance Building Repair & Maint. Building Maintenance Structure Care & Maintenance Recreation Program Support Structure Care & Maintenance Structure Care & Maintenance R55CKR2 LOGIS101 Check # Date 192377 7/14/2017 192378 7/14/2017 192379 7/14/2017 192380 7/14/2017 192381 7/14/2017 192382 7/14/2017 Amount Supplier / Explanation 100236 VAN PAPER 1,771.30 100237 VIKING ELECTRIC 43.79 STP POLY PARTS CONTROLS 58.40 STP POLY HARDWARE 15.59 STP POLY PARTS CONTROLS 13.85 STP POLY PARTS CONTROLS 9.60- STP POLY RETURN PART 3.90 PARTS FOR STP POLY REBUILD 125.93 138055 VINCO INC. 33,877.95 CONT 15-04 PMT 6 33,877.95 50.34 150.46 929.08 680.79 1,700.29 4,113.54 7,624.50 114534 VISTAR CORPORATION ICE CREAM/MUFFINS/PRETZELS ICE CREAM/MUFFINS/PRETZELS CANDY/BUNS/CHICKEN/FRIES BUNS/PRETZES/MOZZ STICKS CHIPS/HOT DOGS/BUNS/PRETZELS CHIPS/HOT DOGS/BUNS/PRETZELS 119251 VORACEK, MARY ELLEN 112.00 TOWN HALL SUPPLIES 112.00 32.44 18.96 11.80 3.98 14.96 14.23 9.27 129.92 58.44 77.71 7.98 100706 WAL MART RANGE SUPPLIES WATER/GATORADE RANGE SHOOT SUPPLIES SWAT TRAINING -WATER AIRGLIDE 550 PUMP LUNCH ROOM GRILL PROPANE SUPPLIES BATHROOM SUPPLIES SUPPLIES SUPPLIES COFFEE City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 23 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 PO # Doc No Inv No Account No 262611 S000542979.001 6155.6233 262610 S000564191.001 6155.6233 262632 S000565984.001 6155.6233 262631 S000566591.001 6155.6233 262630 S000570222.001 6155.6233 262629 S000570234.001 6154.6233 262616 060917 262336 48941771 262336 48941771 262334 48968465 262333 49006941 262335 49017726 262712 49057620 262617 052917 6129.6710 6805.6855 6806.6855 6713.6855 6713.6855 6713.6855 6713.6855 0917.6496 262693 002509 1104.6228 262694 002858 1104.6220 262681 003496 1104.6228 262682 003856 1104.6476 262690 004068 3075.6227 262698 004310 1101.6210 262691 004540 1104.6220 262685 005232 6146.6223 262696 006393-060817 3059.6227 262696 006393-060817 3057.6227 262689 006614 1104.6220 Subledger Account Description Continued... Building Repair Supplies Building Repair Supplies Building Repair Supplies Building Repair Supplies Building Repair Supplies Building Repair Supplies P1154 Project - Contract Merchandise for Resale Merchandise for Resale Merchandise for Resale Merchandise for Resale Merchandise for Resale Merchandise for Resale Historical Society Ammunition Operating Supplies - General Ammunition Conferences/Meetings/Training Recreation Equipment/Supplies Office Supplies Operating Supplies - General Building/Cleaning Supplies Recreation Equipment/Supplies Recreation Equipment/Supplies Operating Supplies - General Business Unit South Plant Production South Plant Production South Plant Production South Plant Production South Plant Production South Plant Building Reservior Maintenance/Repair Birthday Parties Concessions Concessions Concessions Concessions Concessions Historical Society Patrolling/Traffic Patrolling/Traffic Patrolling/Traffic Patrolling/Traffic CDBG - Teens General/Admn-Police Patrolling/Traffic North Plant Building Summer in the Park Preschool Programs Patrolling/Traffic R55CKR2 LOGIS101 Check # Date 192382 7/14/2017 192383 7/14/2017 192384 7/14/2017 192385 7/14/2017 192386 7/14/2017 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 24 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 Amount Supplier / Explanation PO # Doc No Inv No 100706 WAL MART 11.20 SUPPLIES 262697 111.64 SUPPLIES 262695 12.96 ANIMAL CONTROL NET 262688 46.96 SUPPLIES 262683 21.30 TOILET BOWL CLEANER 262684 12.64 TRAINING-POP/WATER 262686 29.92 GEORGE FOREMAN 262687 31.51 SUPPLIES 262702 53.78 CARD STOCK 262700 35.25 SUPPLIES 262701 16.05 SUPPLIES 262699 27.94 SUPPLIES 262699 102.29 4TH OF JULY SUPPLIES 262703 24.31 CST FUMING CHAMBER 262692 917.44 100549 WATSON CO INC, THE 800.21 CONCESSION RESALE 679.91 CONCESSION RESALE 163.98 CONCESSION RESALE 944.17 CONCESSION RESALE 2,588.27 100459 WEATHER WATCH INC 152.90 WEATHER MONITORING JUL17 152.90 141852 WENCK ASSOCIATES INC. 11,273.34 CONSULTANT: WQ PLAN UPDATE 11,273.34 139583 WENZEL PLUMBING 925.00 IRRIGATION REPAIR PARTS 2,134.00 IRRIGATION REPAIR PARTS 3,059.00 192387 7/14/2017 141999 WERNER ELECTRIC SUPPLY 229.87 NTP HVAC FAN MOTOR 229.87 006935 007159 007930 007943 007951 007995 008104 008985 009137 009138 009139 009139 009168-061317 1726 262636 878059 262637 878191 262619 878421 262618 878422 262633 9155 262638 11703914 262627 31149 262627 31149 Account No 1104.6220 3060.6227 1110.6220 3057.6227 6146.6223 1104.6476 1101.6210 3059.6227 3060.6227 3072.6227 3072.6227 3075.6227 1104.6220 1104.6226 6713.6855 6713.6855 6609.6855 6713.6855 6146.6310 6513.6310 3117.6428 3117.6234 Subledger Account Description Continued... Operating Supplies - General Recreation Equipment/Supplies Operating Supplies - General Recreation Equipment/Supplies Building/Cleaning Supplies Conferences/Meetings/Training Office Supplies Recreation Equipment/Supplies Recreation Equipment/Supplies Recreation Equipment/Supplies Recreation Equipment/Supplies Recreation Equipment/Supplies Operating Supplies - General Public Safety Supplies Merchandise for Resale Merchandise for Resale Merchandise for Resale Merchandise for Resale Professional Services -General Professional Services -General Field/Other Equipment Repair -L Field/Other Equipment Repair Business Unit Patrolling/Traffic Puppet wagon Animal Control Preschool Programs North Plant Building Patrolling/Traffic General/Admn-Police Summer in the Park Puppet wagon CDBG - Youth CDBG - Youth CDBG - Teens Patrolling/Traffic Patrolling/Traffic Concessions Concessions Concession SalesNending Concessions North Plant Building Water Quality Plan Update Irrigation System Mtn/Install Irrigation System Mtn/Install 262628 S9658506.002 6146.6233 Building Repair Supplies North Plant Building R55CKR2 LOGIS101 Check # Date Amount Supplier / Explanation 192388 7/14/2017 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 25 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 PO # Doc No Inv No Account No Subledger Account Description Business Unit 150490 WINJUM'S SHADY ACRES RESORT Continued... 22.60 9625-OVRPMNT-2041 SHALE LN 262614 062817 9220.2250 Escrow Deposits Public Utilities 22.60 192389 7/14/2017 101755 XCEL ENERGY 127.15 FESTIVAL GROUNDS 262615 51-6563391-0-07 3106.6405 Electricity Structure Care & Maintenance 0517 167.17 CENTRAL PARK PUMP STATION 262615 51-6563391-0-07 3186.6405 Electricity Recreation Program Support 0517 217.78 CONCESSION STAND 262615 51-6563391-0-07 3106.6405 Electricity Structure Care & Maintenance 0517 288.90 BAND SHELL 262615 51-6563391-0-07 3106.6405 Electricity Structure Care & Maintenance 0517 4,236.14 WELL #20 262615 51-6563391-0-07 6148.6409 Electricity-Wells/Booster Stat North Well Field 0517 3,081.31 ECC NATURAL GAS 262615 51-6563391-0-07 6824.6410 Natural Gas Service Utilities 0517 19,570.85 ECC ELECTRICITY 262615 51-6563391-0-07 6824.6405 Electricity Utilities 0517 192390 7/14/2017 192391 7/14/2017 192392 7/14/2017 20170322 7/14/2017 27,689.30 150530 YURKOV, VICTOR 28.81 9650-OVRPMNT-4264 DUNROVIN LN 28.81 100244 ZACKS INC 434.79 SAFETY SUPPLIES 434.79 482.24 335.25 817.49 100246 ZEP MFG CO CLEANING SUPPLIES CLEANING SUPPLIES 262612 070717 9220.2250 262620 32023 3112.6222 262625 9002885366 262624 9002891533 Escrow Deposits Public Utilities Medical/Rescue/Safety Supplies Park Mowing & Trimming 6719.6223 Building/Cleaning Supplies Building Maintenance 6719.6223 Building/Cleaning Supplies Building Maintenance 100693 EAGAN PAYROLL ACCT 655,995.85 PAYROLL ENDING 7/8/17 262721 071317 9001.1115 Claim on Cash General Fund 10,244.55 PAYROLL ENDING 7/8/17 262721 071317 9197.1115 Claim on Cash ETV 61,516.06 PAYROLL ENDING 7/8/17 262721 071317 9220.1115 Claim on Cash Public Utilities 6,839.55 PAYROLL ENDING 7/8/17 262721 071317 9221.1115 Claim on Cash Civic Arena 73,790.61 PAYROLL ENDING 7/8/17 262721 071317 9222.1115 Claim on Cash Cascade Bay 30,807.52 PAYROLL ENDING 7/8/17 262721 071317 9223.1115 Claim on Cash Central Park/Community Center R55CKR2 LOGIS101 Check # Date 20170322 7/14/2017 20170608 7/14/2017 20170609 7/14/2017 20172514 7/14/2017 20173214 7/14/2017 20174214 7/14/2017 20175206 7/14/2017 20175639 7/14/2017 20178014 7/14/2017 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Page - 26 Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 100693 EAGAN PAYROLL ACCT Continued... 2,216.04 PAYROLL ENDING 7/8/17 262721 071317 9225.1115 Claim on Cash Fiber Infrastructure Fund 50,320.85 PAYROLL ENDING 7/8/17 262721 071317 9592.6144 FICA Benefit Accrual 121,030.77 PAYROLL ENDING 7/8/17 262721 071317 9592.1115 Claim on Cash Benefit Accrual 1,012,761.80 150536 MONEY MOVERS INC. 257.00 2/1/17-5/31/17 262713 60812142 6807.4321 Memberships -Taxable Fitness Center 257.00 150536 MONEY MOVERS INC. 5.00 REJECTED TRANSACTION FEE 262720 60812142-1 6807.4321 Memberships -Taxable Fitness Center 5.00 115374 MN STATE RETIREMENT SYSTEM-HCSP 20,146.65 EMPLOYEE CONTRIBUTIONS 262714 071317 9592.2034 Ded Payable-HCSP Benefit Accrual 20,146.65 138969 MN STATE RETIREMENT SYSTEM-MNDCP 16,074.86 EMPLOYEE CONTRIBUTIONS 262715 071317 9592.2032 Ded Pay - Great West Def Comp Benefit Accrual 16,074.86 100892 ICMA RETIREMENT TRUST 40,513.94 EMPLOYEE CONTRIBUTIONS 262716 071317 9592.2031 Ded Pay- ICMA Benefit Accrual 40,513.94 100283 BERKLEY ADMINISTRATORS 30,000.00 WC ADVANCE 262717 071117 9593.1650 Worker's Comp Advance to DCA Workers' Compensation Self -In 30,000.00 147907 SELECT ACCOUNT 4,629.89 FLEX REIMBURSEMENT 262718 071317 9592.2215 Flex Plan Withholding Payable Benefit Accrual 4,629.89 100694 PUBLIC EMPLOYEE RETIREMENT 76.96 PAYROLL PERIOD 6/25/17-7/8/17 262719 434600-071417 9592.6146 PERA- DCP Benefit Accrual 36,925.16 PAYROLL PERIOD 6/25/17-7/8/17 262719 434600-071417 9592.6142 PERA - Coordinated Benefit Accrual 46,251.49 PAYROLL PERIOD 6/25/17-7/8/17 262719 434600-071417 9592.6143 PERA- Police Benefit Accrual 62,912.99 PAYROLL PERIOD 6/25/17-7/8/17 262719 434600-071417 9592.2013 Ded Payable - PERA Benefit Accrual 146,166.60 R55CKR2 LOGIS101 Check # Date 20170156 7/14/2017 20170157 7/14/2017 20170158 7/14/2017 20170159 7/14/2017 Amount Supplier / Explanation 100249 FIT 136,923.88 PAYROLL ENDING 7/8/17 136,923.88 City of Eagan 7/13/2017 17:11:02 Council Check Register by GL Council Check Register by Invoice & Summary 7/10/2017 -- 7/14/2017 PO # Doc No Inv No Account No 262722 071417 9880.2011 100250 COMMISIONER OF REVENUE -PAYROLL 35,239.54 PAYROLL ENDING 7/8/17 262723 071417 35,239.54 100252 FICA 37,213.12 PAYROLL ENDING 7/8/17 37,213.12 100253 MEDICARE 13,107.73 PAYROLL ENDING 7/8/17 13,107.73 9880.2012 262724 071417 9880.2014 262725 071417 9880.2015 Page - 27 Subledger Account Description Business Unit 2,713,693.04 Grand Total Payment Instrument Totals Checks Total Payments Ded Payable - FIT Ded Payable - SIT Ded Payable - FICA Ded Payable - Medicare 2,713,693.04 2,713,693.04 Payroll Payroll Payroll Payroll R55CKS2 LOGIS100 Note: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. Company Amount 09001 GENERAL FUND 742,575.55 09115 DWI Forfeiture 588.50 09116 CEDAR GROVE PARKING GARAGE 365.00 09197 ETV 26,073.05 09220 PUBLIC UTILITIES 505,180.35 09221 CIVIC ARENA 9,631.93 09222 CASCADE BAY 94,736.09 09223 CENTRAL PARK /COMMUNITY CENTER 57,310.62 09225 FIBER INFRASTRUCTURE FUND 2,518.44 09328 PARK SYS DEV AND R&R 24,139.35 09334 CEDARVALE/HWY 13 TIF 5,210.25 09335 EQUIPMENT REVOLVING 5,705.00 09336 GENERAL FACILITIES RENEW & REP 2,337.16 09355 MAINTENANCE FACILITY EXPANSION 8,000.00 09372 REVOLVING SAF -CONSTRUCTION 560,308.62 09462 2013ATax GO TIF 425.00 09591 RISK MANAGEMENT 2,412.08 09592 BENEFIT ACCRUAL 412,564.78 09593 WORKERS' COMPENSATION SELF -INS 31,127.00 09880 PAYROLL 222,484.27 Report Totals 2,713,693.04 City of Eagan 7/13/2017 17:11:08 Council Check Summary Page - 1 7/10/2017 - 7/14/2017 R55CKR2 LOGIS101 Check # Date Amount Supplier / Explanation 192393 7/19/2017 192394 7/21/2017 192395 7/21/2017 192396 7/21/2017 192397 7/21/2017 192398 7/21/2017 City of Eagan Council Check Register by GL Council Check Register by Invoice & Summary 7/17/2017 - 7/21/2017 PO # Doc No Inv No 145722 DAK CTY DRUG TASK FORCE -JAMES GABRIEL 1,680.00 BUY FUND REPLENISH 262726 071417 1,680.00 749.51 749.51 100005 ABM EQUIPMENT & SUPPLY UNIT 330 100602 AIRGAS NORTH CENTRAL 1,103.90 OXYGEN TANKS 1,103.90 119218 ALLENS SERVICE INC. (R) 145.00 17 -SA -8073 TOWING 145.00 374.82 10,124.38 10,499.20 103261 ALLIED BLACKTOP THRESHER OLDA FOGSEAL CDS FOGSEAL 148129 AMAZON 429.99 PRINTER 13.84- REFUND 23.01 215.97 58.29 48.99 26.48 9.00 26.27 20.60 19.98 61.19 60.12 22.09- 22.09 11.96 29.99 MARKETING HOLDERS SUPPLIES BELT CLIP HOLSTERS DUAL MONITOR STAND WIREMOLD WAGONS WEST SUPPLIES SUPPLIES TAPE DISPENSORS SUPPLIES SUPPLIES REFUND SUPPLIES SUPPLIES DUAL LCD MONITOR 262742 0152378 -IN 262728 9945656051 262735 203265 262739 623 262739 623 Account No 9695.1030.6 9001.1415 1104.6226 9695.6589 5114.6565 9375.6565 263060 021597846306 1001.6660 263091 034643249661-05 3201.6210 0517 263089 034936683922 263078 039670778650 263059 044510472352 263063 044597161230 263049 052226883064 263068 059411937473 263055 064615278085 263057 073384043029 263085 073764748467 263088 073765049622 263087 081795748032 263093 086165827961-06 0817 263070 086166754060 263077 086409890613 263083 089704827372 3001.6227 2401.6240 1104.6220 0501.6660 2401.6210 3057.6227 3001.6355 3081.6227 3081.6227 3081.6227 3059.6227 3057.6227 3057.6227 2401.6240 2010.6220 Subledger Account Description Buy Fund -Drug Task Force Inventory - Parts Public Safety Supplies Forfeiture Expenditures Seal Coating-Streets/Trails Seal Coating-Streets/Trails Office Furnishings & Equipment Office Supplies Recreation Equipment/Supplies Small Tools Operating Supplies - General Office Furnishings & Equipment Office Supplies Recreation Equipment/Supplies Cellular Telephone Service Recreation Equipment/Supplies Recreation Equipment/Supplies Recreation Equipment/Supplies Recreation Equipment/Supplies Recreation Equipment/Supplies Recreation Equipment/Supplies Small Tools Operating Supplies - General 7/20/2017 17:53:15 Page - 1 Business Unit Dakota Co Drug Task Force General Fund Patrolling/Traffic Dakota Co Drug Task Force Bituminous Mtn -Trails & Prk Lt Major Street General/Admn-Human Resources Administrative/General Gene ral/Ad m n -Recreation Gen/Adm-Central Services Patrolling/Traffic General &Admn-Finance Gen/Adm-Central Services Preschool Programs General/Admn-Recreation Arts & Humanities Council Arts & Humanities Council Arts & Humanities Council Summer in the Park Preschool Programs Preschool Programs Gen/Adm-Central Services General Engineering R55CKR2 LOGIS101 Check # Date Amount Supplier / Explanation 192398 7/21/2017 148129 AMAZON 13.16 HDMI CABLE 85.59- REFUND 104.35 120.34 28.05 4.99 48.99 42.38 49.97 64.32 22.78 44.79 9.61 430.64 52.27 101.33 53.67 31.82 145.56 15.80 12.39 20.25 34.99 69.98 141.22 30.00 11.76 38.66 13.98 20.94 102.00 9.92 16.76 10.62 - SUPPLIES SUPPLIES SUPPLEIS SUPPLIES DUAL MOUNT STAND SUPPLIES SUPPLEIS PLASTIC TABLE CLOTHS SUPPLIES PLATES/SILVERWARE SUPPLEIS IPAD PLASTIC TABLE CLOTHS X-ACTO KNIVES SUPPLIES STYLUS PENS/PENCILS KRUD KUTTER SUPPLIES CORD FOR MONITOR SUPPLIES SUPPLIES SUPPLIES SUPPLIES FLOOR SQUEEGEE SUPPLIES SUPPLIES SUPPLIES SUPPLIES SUPPLIES OTTERBOX HOLSTER BELT CLIP OTTERBOX HOLSTER BELT CLIP REFUND 295.53 SUPPLIES 3,134.99 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 2 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 PO # Doc No Inv No 192399 7/21/2017 100385 AMER ENGINEERING TESTING INC Account No 263061 094383659887 0801.6670 263090 096870332632-05 9354.6670 0217 263054 104483099191 6501.6220 263047 120857931687 2401.6210 263062 123180385966 6716.6220 263067 131586285559 3057.6227 263064 136208252384 1001.6660 263071 153032573723 3057.6227 263058 153126220611 3081.6227 263053 154025021337 3081.6227 263046 154993753072 2401.6210 263084 159295403712 0720.6477 263072 159642834640 3057.6227 263081 161743953618 3061.6220 263051 165132681470 3081.6227 263052 165134256644 3081.6227 263086 196711609485 6128.6210 263050 212943634965 0801.6210 263080 225046429873 3105.6223 263073 226088346647 3057.6227 263048 231731459719 2401.6210 263056 234483490892 3081.6227 263074 250082526436 3082.6227 263074 250082526436 3059.6227 263074 250082526436 3057.6227 263075 254043326941 2401.6240 263069 259032578623 3057.6227 263065 261081796488 6501.6240 263082 271643871141 6520.6227 263082 271643871141 6501.6670 263076 273544722424 2401.6240 263079 288957524291 2010.6370 263079 288957524291 2010.6355 263092 288958358000-06 2010.6355 0617 263066 293515586963 1105.6232 Subledger Account Description Continued... Other Equipment Other Equipment Operating Supplies - General Office Supplies Operating Supplies - General Recreation Equipment/Supplies Office Furnishings & Equipment Recreation Equipment/Supplies Recreation Equipment/Supplies Recreation Equipment/Supplies Office Supplies Local Meeting Expenses Recreation Equipment/Supplies Operating Supplies - General Recreation Equipment/Supplies Recreation Equipment/Supplies Office Supplies Office Supplies Building/Cleaning Supplies Recreation Equipment/Supplies Office Supplies Recreation Equipment/Supplies Recreation Equipment/Supplies Recreation Equipment/Supplies Recreation Equipment/Supplies Small Tools Recreation Equipment/Supplies Small Tools Recreation Equipment/Supplies Other Equipment Small Tools General Printing and Binding Cellular Telephone Service Cellular Telephone Service Small Equipment Repair Parts Business Unit General & Admn-Protective Insp FIRE STATION 1 G/A - Water Quality Gen/Adm-Central Services General Administration Preschool Programs General/Admn-Human Resources Preschool Programs Arts & Humanities Council Arts & Humanities Council Gen/Adm-Central Services General Admin -Planning & Zonin Preschool Programs Market Fest Arts & Humanities Council Arts & Humanities Council CMMS - Utilities General & Admn-Protective Insp Vandalism Repair or Cleanup Preschool Programs Gen/Adm-Central Services Arts & Humanities Council Sports/Creative Camps Summer in the Park Preschool Programs Gen/Adm-Central Services Preschool Programs G/A - Water Quality Basin Mgmt-Aeration G/A - Water Quality Gen/Adm-Central Services General Engineering General Engineering General Engineering Investigation/Crime Prevention R55CKR2 LOGIS101 Check # Date 192399 7/21/2017 192400 7/21/2017 192401 7/21/2017 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 3 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 Amount Supplier / Explanation PO # Doc No Inv No 100385 AMER ENGINEERING TESTING INC 3,579.40 GEOTECH REPORT NOISE WALL 262740 97052 3,579.40 144673 ARCADE ELECTRIC 193.34 BALLAST REPAIR 193.34 100016 BAUER BUILT 4,595.82 UNIT 1217 758.45 UNIT 1217 382.10 UNIT 1132 276.00 PARKS TRAILER TIRES 6,012.37 192402 7/21/2017 142264 BAY WEST INC. (R) 1,689.26 17 -DC -639 METH LAB CLEAN UP 192403 7/21/2017 1,689.26 143561 BLUE TARP FINANCIAL 291.90 EQUIP PARTS 24.99 UNIT 20024 316.89 Account No Subledger Account Description Business Unit Continued... 9355.6713 Project - Outside Engineering MAINTENANCE FACILITY EXPANSION 262734 8688 3304.6535 262744 180211755 262743 180211774 262745 180213629 262741 180214098 9001.1415 9001.1415 9001.1415 9001.1415 262730 17S-002603 9695.6589 262747 0031119244 262746 0033028616 3128.6231 9001.1415 192404 7/21/2017 150482 BOYD, KRISTINA 100.00 WASHER REBATE PROGRAM 262751 2016 ESWR 172 9376.6860 100.00 192405 7/21/2017 142923 BUREAU OF CRIMINAL APPREHENSION 630.00 CJDN ACCESS FEE 262727 00000359381 1104.6349 630.00 192407 7/21/2017 142837 CENTURYLINK (R) 967.91 JUL 2017 TELEPHONE 262731 1413046660 9695.6347 967.91 192408 7/21/2017 102087 CLAREY'S SAFETY EQUIPMENT 8,980.40 COMBI-TOOL (RESCUE EQUIP) 262748 172210 9346.6680 8,980.40 192409 7/21/2017 147872 CLEAR MARKETING CONCEPTS LLC Other Contractual Services Bldg/Facilities Maintenance Inventory - Parts Inventory - Parts Inventory - Parts Inventory - Parts General Fund General Fund General Fund General Fund Forfeiture Expenditures Dakota Co Drug Task Force Mobile Equipment Repair Parts Inventory - Parts Vehicle Maintenance General Fund Contributions/Cost Sharing Pay Combined Utility Trunk Fund Teleprocessing Equipment Patrolling/Traffic Telephone Service & Line Charg Dakota Co Drug Task Force Mobile Equipment Fire Apparatus Revolving R55CKR2 LOGIS101 Check # Date 192409 7/21/2017 192410 7/21/2017 192411 7/21/2017 192412 7/21/2017 192413 7/21/2017 192414 7/21/2017 192415 7/21/2017 192416 7/21/2017 192417 7/21/2017 192418 7/21/2017 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 4 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 Amount Supplier / Explanation PO # Doc No Inv No 147872 CLEAR MARKETING CONCEPTS LLC 972.00 SPLASH RADIO ANNUAL DUES 262738 2394 972.00 144199 CLEARY LAKE VETERINARY HOSPITAL 165.98 MARLEY PHYSICAL 262736 255566 165.98 146538 COBORNS INC. 242.15 WATER FOR REHAB TRUCK 2.79- RETURN OF WATER FROM REHAB 239.36 100688 CROWN RENTAL 607.96 REPLACEMENT CHAINSAW 607.96 136461 CULLIGAN (R) 66.43 WATER 66.43 103081 CUSTOM REFRIGERATION, INC. 330.75 LABOR TO FIX ICE MACHINE 330.75 102141 DAK CTY SHERIFF'S OFFICE 1,971.20 9/4/16-6/24/17 SUPERVISOR DIFF 4,602.25 Q2 2017 SUPERVISOR DIFFERENCI 6,573.45 262749 9387924 262750 9391565 262729 248908-1 262732 649622 262733 0000018200 262763 001 SEP16-JUN17 TEAM LEAD 262764 2017-Q2 Account No Subledger Account Description Business Unit Continued... 6716.6569 Maintenance Contracts General Administration 9695.6226 Public Safety Supplies Dakota Co Drug Task Force 1221.6220 Operating Supplies - General 1221.6220 Operating Supplies - General Administration -Fire Administration -Fire 3222.6670 Other Equipment Equipment Mtn 9695.6210 Office Supplies Dakota Co Drug Task Force 6719.6535 Other Contractual Services Building Maintenance 9695.6580 Reimb to Cities & Counties Dakota Co Drug Task Force 9695.6580 Reimb to Cities & Counties Dakota Co Drug Task Force 120622 DAKOTA COMMUNICATIONS CENTER 99,871.00 DCC MONTHLY FEE -AUG 17 262778 EA2017-08 1108.6330 DCC Fees Communications 99,871.00 148127 DAKOTA COUNTY FINANCIAL SERVICES (R) 14.64 MAY 2017 FUEL 262766 00026037 9695.6235 Fuel, Lubricants, Additives Dakota Co Drug Task Force 14.64 100050 DAKOTA ELECTRIC 23.48 OLD TOWN HALL 262934 100749-1-JUN17 3304.6405 Electricity Bldg/Facilities Maintenance R55CKR2 LOGIS101 Check # Date 192418 7/21/2017 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 5 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 Amount Supplier / Explanation PO # Doc No Inv No 100050 DAKOTA ELECTRIC 67.02 CARLSON LAKE SAN 36.08 SOUTHERN HILLS TWR 260.78 FIRE STATION 1 3,274.12 FIRE SAFETY CENTER 1,814.16 PUBLIC WORKS GARAGE 49.26 YANKEE DOODLE WATER TANK RSVR 252.34 LONE OAK SAN 315.73 WELL #1 1,277.81 CARLSON LAKE STORM 132.07 WELL #2 4,060.24 MUNICIPAL CENTER 24.58 BLACKHAWK COVE SAN 215.97 RAHN PARK 631.42 LEX STORM STATION 21.18 ZOO METER 24,607.47 WELL #4/TREATMENT PLANT 752.81 LODGEPOLE CT SECURITY LITES 404.94 CLIFF BOOSTER STATION 120.17 LEXINGTON BOOSTER STATION 295.83 FIRE STATION 3 352.86 OAK CHASE STORM 48.61 COVINGTON STORM 47.17 TH 77/CO RD 32 SIGNALS 41.43 TH 77/CO RD 32 SIGNALS 5.00 CIVIL DEFENSE SIREN 5.00 CIVIL DEFENSE SIREN 5.00 CIVIL DEFENSE SIREN 29.67 SAFARI RESERVOIR 1,885.04 HURLEY STORM 714.86 SCHWANZ STORM 754.30 APOLLO STORM 50.57 LONE OAK/35 SIGNALS 101.63 OAK CLIFF STORM 2,637.37 NORTHVIEW PARK 36.86 35E/CLIFF SIGNALS 33.72 35E/CLIFF SIGNALS 32.80 35E/POLOT KNOB SIGNALS 35.94 35E/PILOT KNOB SIGNALS 61.15 35E/YANKEE DOODLE SIGNALS Account No 262935 102339-9-JUN17 6154.6409 263045 103460-2-JUN17 6154.6409 262936 107460-8-JUN17 3313.6405 262937 108247-8-JUN17 3313.6405 263024 110986-7-JUN17 3304.6405 262938 112682-0-JUN17 6146.6409 262939 112832-1-JUN17 6239.6408 263025 112885-9-JUN17 6146.6409 262940 122797-4-JUN17 6439.6408 263026 124865-7-JUN17 6146.6409 263027 127189-9-JUN17 3304.6405 262941 127325-9-JUN17 6239.6408 262942 132778-2-JUN17 3106.6405 262943 133789-8-JUN17 6439.6408 262944 136873-7-JUN17 6239.6408 263028 137781-1-JUN17 6146.6409 262945 138267-0-JUN17 3106.6405 262946 139958-3-JUN17 6154.6409 262947 143222-8-JUN17 6154.6409 262948 146053-4-JUN17 3313.6405 262949 146920-4-JUN17 6439.6408 262950 149810-4-JUN17 6439.6408 262951 152634-2-JUN17 6301.6407 262952 152635-9-JUN17 6301.6407 262953 155062 -3 -JUN 17 1106.6405 262954 155063 -1 -JUN 17 1106.6405 262955 155064 -9 -JUN 17 1106.6405 262956 159673-3-JUN17 6154.6409 262957 159822-6-JUN17 6439.6408 262958 160898-3-JUN17 6439.6408 262959 160928-8-JUN17 6439.6408 262960 162414-7-JUN17 6301.6407 262961 165267-6-JUN17 6439.6408 262962 167128-8-JUN17 3106.6405 262963 167845-7-JUN17 6301.6407 262964 167846-5-JUN17 6301.6407 262965 167849-9-JUN17 6301.6407 262966 167850-7-JUN17 6301.6407 262967 167851-5-JUN17 6301.6407 Subledger Account Description Continued... Electricity-Wells/Booster Stat Electricity-Wells/Booster Stat Electricity Electricity Electricity Electricity-Wells/Booster Stat Electricity -Lift Stations Electricity-Wells/Booster Stat Electricity -Lift Stations Electricity-Wells/Booster Stat Electricity Electricity -Lift Stations Electricity Electricity -Lift Stations Electricity -Lift Stations Electricity-Wells/Booster Stat Electricity Electricity-Wells/Booster Stat Electricity-Wells/Booster Stat Electricity Electricity -Lift Stations Electricity -Lift Stations Electricity -Signal Lights Electricity -Signal Lights Electricity Electricity Electricity Electricity-Wells/Booster Stat Electricity -Lift Stations Electricity -Lift Stations Electricity -Lift Stations Electricity -Signal Lights Electricity -Lift Stations Electricity Electricity -Signal Lights Electricity -Signal Lights Electricity -Signal Lights Electricity -Signal Lights Electricity -Signal Lights Business Unit South Plant Building South Plant Building Fire Buildings Fire Buildings Bldg/Facilities Maintenance North Plant Building Lift Station Maintenanc/Repair North Plant Building Lift Station Maintenanc/Repair North Plant Building Bldg/Facilities Maintenance Lift Station Maintenanc/Repair Structure Care & Maintenance Lift Station Maintenanc/Repair Lift Station Maintenanc/Repair North Plant Building Structure Care & Maintenance South Plant Building South Plant Building Fire Buildings Lift Station Maintenanc/Repair Lift Station Maintenanc/Repair Street Lighting Street Lighting Emergency Preparedness Emergency Preparedness Emergency Preparedness South Plant Building Lift Station Maintenanc/Repair Lift Station Maintenanc/Repair Lift Station Maintenanc/Repair Street Lighting Lift Station Maintenanc/Repair Structure Care & Maintenance Street Lighting Street Lighting Street Lighting Street Lighting Street Lighting R55CKR2 LOGIS101 Check # Date 192418 7/21/2017 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 6 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 Amount Supplier / Explanation PO # Doc No Inv No 100050 DAKOTA ELECTRIC 115.87 RAHN PARK 141.45 GOAT HILL PARK HOCKEY RINK 1,591.22 GOAT HILL BASEBALL FIELD 63.10 ASHBURY SAN 170.72 BLUE CROSS PARK 1,250.05 YANKEE STORM 1,250.92 WELL #8 & #9 51.87 BLACKHAWK/CLIFF SIGNALS 297.68 COUNTRY HOLLOW SAN 736.17 COUNTRY HOLLOW STORM 790.69 FIRE STATION 4 1,422.39 WELL#10 464.08 THOMAS LAKE STORM 398.15 FIRE STATION 5 3,794.57 WELL #11 62.20 MURPHY SAN 56.83 CLIFF & CLIFF LAKE RD SIGNALS 36.59 SIGNAL LIGHT/TARGET 752.83 WELL #13 3,855.12 WELL #12 3,482.22 WELL #14 3,746.32 WELL #15 10,546.88 SOUTH TREATMENT PLANT 86.43 BLACKHAWK PAVILLION 14.52 WEST GROUP NORTH 3,968.79 POLICE STATION 7,568.04 CIVIC ICE ARENA 61.01 DENMARK/TWN CNTR SIGNALS 5.00 CIVIL DEFENSE SIREN 5.00 CIVIL DEFENSE SIREN 5.00 CIVIL DEFENSE SIREN 2,634.99 WELL #18 27.71 DEERWOOD RESERVOIR 134.02 YANKEE/WASHINGTON STREET LITES 201.02 YANEE/35E STREET LITES 324.30 YANKEE/DENMARK STREET LITES 249.73 YANKEE/PROMENADE STREET LITES 139.37 NORTHWD/PROMENADE STREET LITES 1,374.63 AQUATIC ADMIN BLDG Account No 262968 169262-3-JUN17 3106.6405 262969 170635-7-JUN17 3106.6405 262970 170636-5-JUN17 3106.6405 262971 172471-5-JUN17 6239.6408 262972 177546-9-JUN17 3106.6405 262973 180516-7-JUN17 6439.6408 262974 187147-4-JUN17 6146.6409 262975 187873-5-JUN17 6301.6407 262976 193140-1-JUN17 6239.6408 262977 193575-8-JUN17 6439.6408 262978 195895-8-JUN17 3313.6405 262979 196322-2-JUN17 6154.6409 262980 196919-5-JUN17 6439.6408 262981 197741-2-JUN17 3313.6405 262982 197761-0-JUN17 6146.6409 262983 198484-8-JUN17 6239.6408 262984 198522-5-JUN17 6301.6407 262985 198523-3-JUN17 6301.6407 262986 200399-4-JUN17 6154.6409 262987 200417-4-JUN17 6154.6409 262988 200823-3-JUN17 6154.6409 262989 200922-3-JUN17 6154.6409 263029 201358-9-JUN17 6154.6409 262990 211088-0-JUN17 3106.6405 262991 212539-1-JUN17 6239.6408 263030 217026-4-JUN17 3304.6405 263031 220593-8-JUN17 6601.6405 262992 224458-0-JUN17 6301.6407 262993 224623-9-JUN17 1106.6405 262994 224624-7-JUN17 1106.6405 262995 224625-4-JUN17 1106.6405 262996 224626-2-JUN17 6154.6409 262997 224893-8-JUN17 6154.6409 262998 226048-7-JUN17 6301.6406 262999 226049-5-JUN17 6301.6406 263000 226050-3-JUN17 6301.6406 263001 226051-1-JUN17 6301.6406 263002 226052-9-JUN17 6301.6406 263032 256881-4-JUN17 6719.6405 Subledger Account Description Continued... Electricity Electricity Electricity Electricity -Lift Stations Electricity Electricity -Lift Stations Electricity-Wells/Booster Stat Electricity -Signal Lights Electricity -Lift Stations Electricity -Lift Stations Electricity Electricity-Wells/Booster Stat Electricity -Lift Stations Electricity Electricity-Wells/Booster Stat Electricity -Lift Stations Electricity -Signal Lights Electricity -Signal Lights Electricity-Wells/Booster Stat Electricity-Wells/Booster Stat Electricity-Wells/Booster Stat Electricity-Wells/Booster Stat Electricity-Wells/Booster Stat Electricity Electricity -Lift Stations Electricity Electricity Electricity -Signal Lights Electricity Electricity Electricity Electricity-Wells/Booster Stat Electricity-Wells/Booster Stat Electricity -Street Lights Electricity -Street Lights Electricity -Street Lights Electricity -Street Lights Electricity -Street Lights Electricity Business Unit Structure Care & Maintenance Structure Care & Maintenance Structure Care & Maintenance Lift Station Maintenanc/Repair Structure Care & Maintenance Lift Station Maintenanc/Repair North Plant Building Street Lighting Lift Station Maintenanc/Repair Lift Station Maintenanc/Repair Fire Buildings South Plant Building Lift Station Maintenanc/Repair Fire Buildings North Plant Building Lift Station Maintenanc/Repair Street Lighting Street Lighting South Plant Building South Plant Building South Plant Building South Plant Building South Plant Building Structure Care & Maintenance Lift Station Maintenanc/Repair Bldg/Facilities Maintenance General/Administrative-Arena Street Lighting Emergency Preparedness Emergency Preparedness Emergency Preparedness South Plant Building South Plant Building Street Lighting Street Lighting Street Lighting Street Lighting Street Lighting Building Maintenance R55CKR2 LOGIS101 Check # Date 192418 7/21/2017 192419 7/21/2017 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 7 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 Amount Supplier / Explanation PO # Doc No Inv No 100050 DAKOTA ELECTRIC 266.90 AQUATIC PARKING LOT LIGHT 4,627.24 AQUATIC MECH BLDG 464.52 AQUATIC CHANGE FACILITY 14.00 WEST GROUP SOUTH 48.34 CLUBVIEW/LEXINGTON SIGNALS 48.48 LEX/N ARMSTRONG BLVD SIGNALS 537.72 GENERATOR 62.45 THOMAS LAKE PARK 33.85 THRESHER PARK 31.24 DUCKWOOD/TWN CNTR SIGNALS 14.00 1960 CLIFF LAKE RD AERATOR 14.52 DEERWOOD/35E SPDSIGN 75.90 THRESHER PARK BLDG 239.81 SHERMAN CT BRIDGE LITES 14.52 1940 CLIFF LAKE RD 77.86 RAHN/DIFFLEY RD #LIGHTS 14.26 4237 DANIEL DR #SIGN 14.26 4266 DANIEL DR #SIGN 4,246.58 CIVIC ICE ARENA 89.49 FEDERAL DRIVE STREET LITES 575.22 OLD FIRE ADMIN 40.64 DEERWOOD/PILOT KNOB SIGNALS 141.97 DE SWITCH/COMM BLDG 380.03 EAGAN SWITCH/COMM BLDG 234.26 CAMPUS GENERATOR/TRANSFORMER 371.93 DENMARK LIFT STATION 238.91 WITHAM LANE LIFT STATION 47.73 PROMENADE DR #SIGNAL 1,524.72 WELL#3 173.91 BRINE/SALT STORAGE 150.24 UTILITY BLDG 20.04 BLACKHAWK PARK AERATOR 32.90 WIDGEON WAY 112,262.36 148203 DATABANK HOLDINGS LTD 1,030.00 BUILDING RENTAL 1,030.00 192420 7/21/2017 100053 DELEGARD TOOL CO Account No 263033 263297-4-JUN17 6719.6405 263034 272182-7-JUN17 6719.6405 263035 272183-5-JUN17 6719.6405 263003 300763-0-JUN17 6239.6408 263004 313124-0-JUN17 6301.6407 263005 313127-3-JUN17 6301.6407 263036 326096-5-JUN17 3304.6405 263006 348080-3-JUN17 3106.6405 263007 349188-3-JUN17 3106.6405 263008 357166-1-JUN17 6301.6407 263009 412466-5-JUN17 6520.6405 263010 417173-2-JUN17 6301.6407 263011 427290-2-JUN17 3106.6405 263012 440715-1-JUN17 6301.6406 263013 452288-4-JUN17 2271.6405 263014 453294-1-JUN17 6301.6407 263015 456815-0-JUN17 6301.6407 263016 456817-6-JUN17 6301.6407 263037 463323-6-JUN17 6601.6405 263017 483732-4-JUN17 6301.6407 263018 494911-1-JUN17 3313.6405 263019 509475-0-JUN17 6301.6407 263038 529232-1-JUN17 6147.6408 263039 529233-9-JUN17 6147.6408 263040 529234-7-JUN17 6147.6408 263041 532128-6-JUN17 6239.6408 263020 545622-3-JUN17 6239.6408 263021 549208-7-JUN17 6301.6407 263042 555257-5-JUN17 6146.6409 263043 555450-6-JUN17 3304.6405 263044 555451-4-JUN17 6146.6405 263022 557042-9-JUN17 6520.6405 263023 571231-0-JUN17 6239.6408 262767 27604 4002.6456 Subledger Account Description Continued... Electricity Electricity Electricity Electricity -Lift Stations Electricity -Signal Lights Electricity -Signal Lights Electricity Electricity Electricity Electricity -Signal Lights Electricity Electricity -Signal Lights Electricity Electricity -Street Lights Electricity Electricity -Signal Lights Electricity -Signal Lights Electricity -Signal Lights Electricity Electricity -Signal Lights Electricity Electricity -Signal Lights Electricity -Lift Stations Electricity -Lift Stations Electricity -Lift Stations Electricity -Lift Stations Electricity -Lift Stations Electricity -Signal Lights Electricity-Wells/Booster Stat Electricity Electricity Electricity Electricity -Lift Stations Building Rental Business Unit Building Maintenance Building Maintenance Building Maintenance Lift Station Maintenanc/Repair Street Lighting Street Lighting Bldg/Facilities Maintenance Structure Care & Maintenance Structure Care & Maintenance Street Lighting Basin Mgmt-Aeration Street Lighting Structure Care & Maintenance Street Lighting Boulevard/Ditch Mtn Street Lighting Street Lighting Street Lighting General/Administrative-Arena Street Lighting Fire Buildings Street Lighting North Plant Production North Plant Production North Plant Production Lift Station Maintenanc/Repair Lift Station Maintenanc/Repair Street Lighting North Plant Building Bldg/Facilities Maintenance North Plant Building Basin Mgmt-Aeration Lift Station Maintenanc/Repair Fiber capacity project R55CKR2 LOGIS101 Check # Date 192420 7/21/2017 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 8 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 Amount Supplier / Explanation PO # Doc No Inv No 100053 DELEGARD TOOL CO 136.90 IMPACT GUN REPAIR 262770 187233 7.91 FILES 262769 189321 144.81 192421 7/21/2017 108624 EBERT CONSTRUCTION 51,203.79 CONT 16-04 PMT 14 192422 7/21/2017 51,203.79 Account No 2401.6234 2401.6240 262765 063017 9355.6710 Subledger Account Description Business Unit Continued... Field/Other Equipment Repair Small Tools Gen/Adm-Central Services Gen/Adm-Central Services Project - Contract MAINTENANCE FACILITY EXPANSION 100060 ECM PUBLISHERS INC 28.63 PH - PIPE TRADE 262762 501491 0401.6359 Legal Notice Publication General & Admn-City Clerk 36.81 PH - QUARRY ROAD 262775 501492 0401.6359 Legal Notice Publication General & Admn-City Clerk 32.72 PH - ART WORKS EAGAN 262776 501493 0401.6359 Legal Notice Publication General & Admn-City Clerk 32.72 PH - EAGAN GATEWAY 262777 501494 0401.6359 Legal Notice Publication General & Admn-City Clerk 32.72 PH - GERTENS 262753 501495 0401.6359 Legal Notice Publication General & Admn-City Clerk 32.72 PH - JUSTMAN FREIGHT 262754 501496 0401.6359 Legal Notice Publication General & Admn-City Clerk 28.63 PH - MERKAN CORP 262755 501497 0401.6359 Legal Notice Publication General & Admn-City Clerk 621.68 2016 FINANCIAL REPORT 262756 505659 0401.6359 Legal Notice Publication General & Admn-City Clerk 601.23 2016 FINANCIAL REPORT (2) 262757 505660 0401.6359 Legal Notice Publication General & Admn-City Clerk 73.61 PH - EASEMENT VAC 262758 507968 0401.6359 Legal Notice Publication General & Admn-City Clerk 77.71 PH - CEDAR GROVE 262759 507969 0401.6359 Legal Notice Publication General & Admn-City Clerk 28.63 PH - SAMAN 262760 507970 0401.6359 Legal Notice Publication General & Admn-City Clerk 24.54 PH - GILLILAND VARIANCE 262761 507971 0401.6359 Legal Notice Publication General & Admn-City Clerk 208.50 WEEKLY MARKET FEST AD 262752 508247 3061.6357 Advertising/Publication Market Fest 1, 860.85 192423 7/21/2017 102620 ECOLAB 192424 7/21/2017 192425 7/21/2017 192426 7/21/2017 2,859.48 CHEMICAL 2,859.48 142034 ELECTRIC PUMP 606.00 MAJESTIC OAKS REPAIRS 460.00 BURR OAKS PUMP REPAIR 1,066.00 262768 6196299 6720.6244 262771 0060649 -IN 262772 0060691 -IN 101006 EMERGENCY AUTO TECHNOLOGIES 3,864.03 EPU SQUAD SETUP 262773 13161 237.50 EPU SQUAD SETUP 262774 25692 4,101.53 100451 FASTENAL COMPANY Chemicals & Chemical Products Pool Attendant 6239.6432 Utility System Repair -Labor Lift Station Maintenanc/Repair 6439.6432 Utility System Repair -Labor Lift Station Maintenanc/Repair 3511.6680 3511.6680 Mobile Equipment Mobile Equipment Equip Rev Fd -Dept 11 Equip Rev Fd -Dept 11 R55CKR2 LOGIS101 Check # Date 192426 7/21/2017 192427 7/21/2017 192428 7/21/2017 192429 7/21/2017 192430 7/21/2017 192431 7/21/2017 192432 7/21/2017 Amount Supplier / Explanation 100451 FASTENAL COMPANY 20.57 REPLACE WORN TOOL STP 89.06 PUMP COUPLERS NTP 278.42 NTP TRASH BIN WITH DOLLY 19.21 STP POLY HARDWARE FRAME 117.03 GLOVES FOR PM/LAB 16.34 OIL DRAIN FOR PUMP NTP 27.99 SAFETY SUPPLIES 5.42 REPAIR WORK ON BOAT 40.75 STP POLY HARDWARE FRAME 614.79 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 9 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 PO # Doc No Inv No 100437 FILTRATION SYSTEMS INC 795.52 FILTERS 854.34 FILTERS 1,649.86 122976 FIRE SAFETY USA INC. 3,665.00 FIRE HOSE (CIP) 3,665.00 Account No 262783 MNTC1201000 6154.6240 262807 MNTC1201222 6147.6230 262806 MNTC1201269 6146.6233 262804 MNTC1201296 6155.6233 262805 MNTC1201343 6146.6230 262803 MNTC1201430 6147.6260 262801 MNTC1201461 3170.6222 262801 MNTC1201461 6501.6232 262808 MNTC1201696 6155.6233 262794 79969 262779 79989 262802 101525 110996 FISCHLER & ASSOCIATES PA,GARY L. 575.00 POLICE PSYCH EVALUATION 262782 8615 575.00 143971 FLEETPRIDE 3,152.22 UNIT 1217 670.93 UNIT 1217 3,823.15 100071 G & K SERVICES 53.42 MAINTENANCE RUGS 29.56 CH RUGS 32.52 PD RUGS 115.50 119682 GENERAL PARTS LLC 342.50 LABOR TO FIX TURBO OVEN 342.50 192433 7/21/2017 100578 GENUINE PARTS COMPANY 262798 85656752 262799 85744027 262781 6182568241 262787 6182568244 262780 6182568245 262793 5858817 3313.6233 6827.6233 9346.6680 1001.6319 9001.1415 9001.1415 3314.6569 3315.6569 3316.6569 6713.6535 Subledger Account Description Continued... Small Tools Repair/Maintenance Supplies -Ge Building Repair Supplies Building Repair Supplies Repair/Maintenance Supplies -Ge Utility System Parts/Supplies Medical/Rescue/Safety Supplies Small Equipment Repair Parts Building Repair Supplies Building Repair Supplies Building Repair Supplies Mobile Equipment Medical Services - Other Inventory - Parts Inventory - Parts Maintenance Contracts Maintenance Contracts Maintenance Contracts Other Contractual Services Business Unit South Plant Building North Plant Production North Plant Building South Plant Production North Plant Building North Plant Production General Admin -Parks G/A - Water Quality South Plant Production Fire Buildings Building Maintenance Fire Apparatus Revolving General/Admn-Human Resources General Fund General Fund Central Maintenance City Hall Police Concessions R55CKR2 LOGIS101 Check # Date 192433 7/21/2017 192434 7/21/2017 192435 7/21/2017 192436 7/21/2017 192437 7/21/2017 192438 7/21/2017 192439 7/21/2017 Amount Supplier / Explanation PO # 7.12 15.32 20.28 147.54 181.04 402.90 2,559.40 17.16 3,350.76 100578 GENUINE PARTS COMPANY FIRE PARTS FIRE PARTS PARKS PARTS PARKS PARTS SMALL TOOLS STREETS PARTS VEHICLE PARTS UTILITIES PARTS 100465 GERTEN GREENHOUSES 651.75 ECC POLLINATOR GARDEN PLANTS 38.99 SOD STAPLES FOR HIDDEN CORNER 55.54 SAUCERS FOR LARGE POTS 131.25 ECC PLANTS 159.60 ECC POLLINATOR GRADEN POTS 187.20 MARKING PAINT 39.27 TRAILER SUPPLIES 68.25 PLANTS 1,331.85 149761 GOODSPACE MURALS 9,000.00 ARTIST FEE 1ST HALF 9,000.00 147956 GREENWOOD DESIGN BUILD LLC 31,460.00 REFUND FIN GUARANTEE 31,460.00 149726 GRENIER, MICHAEL 325.00 ARTIST FEE 1ST HALF 325.00 100084 HANCO 201.96 MOWER TIRES 201.96 100085 HARDWARE HANK 17.34 NUTS BOLTS 11.79 FUEL City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 10 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 Doc No Inv No Account No 262800 14302615-063017 1226.6231 262800 14302615-063017 1224.6235 262800 14302615-063017 3128.6231 262800 14302615-063017 3127.6231 262800 14302615-063017 2401.6240 262800 14302615-063017 2244.6231 262800 14302615-063017 9001.1415 262800 14302615-063017 6501.6231 262789 10404 /6 262786 2170 /7 262788 423250/1 262792 423791/1 262790 423947/1 262785 635/12 262784 638 /12 262791 K10512/6 262796 1024 262797 071317 262795 070717 262840 885469 262826 1683988 262844 1698231 3215.6630 3214.6220 3217.6220 3215.6630 3215.6250 3216.6220 3206.6244 3215.6630 3095.6535 9001.2250.609 3097.6535 9001.1415 3201.6220 3222.6235 Subledger Account Description Continued... Mobile Equipment Repair Parts Fuel, Lubricants, Additives Mobile Equipment Repair Parts Mobile Equipment Repair Parts Small Tools Mobile Equipment Repair Parts Inventory - Parts Mobile Equipment Repair Parts Other Improvements Operating Supplies - General Operating Supplies - General Other Improvements Landscape Material & Supplies Operating Supplies - General Chemicals & Chemical Products Other Improvements Other Contractual Services Oakbrook 9th fin guarantee Other Contractual Services Inventory - Parts Operating Supplies - General Fuel, Lubricants, Additives Business Unit Facility Management Engineer Vehicle Maintenance Equipment Maintenance/Repair Gen/Adm-Central Services Street Equipment Repair/Mtn General Fund G/A - Water Quality Landscape Planting -Non -park Landscape Planting -Park Sites Landscape Mtn -Non -park sites Landscape Planting -Non -park Landscape Planting -Non -park Landscape Mtn -Park sites Chemical Appl-Plant Health Mgt Landscape Planting -Non -park Art House MRAC Grant General Fund MRAC Community Art Grant 13-14 General Fund Administrative/General Equipment Mtn R55CKR2 LOGIS101 Check # Date 192439 7/21/2017 192440 7/21/2017 192441 7/21/2017 192442 7/21/2017 192443 7/21/2017 192444 7/21/2017 192445 7/21/2017 192446 7/21/2017 Amount Supplier / Explanation 100085 HARDWARE HANK 15.74 EQUIP PARTS 4.49 PAINT 1.08 HARDWARE FOR LIFTSTATION 1.40 HARDWARE FOR LIFTSTATION 51.84 4,259.20 6,976.77 11,235.97 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 11 Council Check Register by Invoice & Summary PO # Doc No 121622 HASTINGS, CITY OF Q2 2017 SUPERVISOR DIFFERENTIA GIPSON 5/29-6/25/17 7/17/2017 -- 7/21/2017 Inv No 262845 1698726 262822 1698958 262841 1699269 262842 1699275 262810 201707077968 262810 201707077968 100860 HOISINGTON KOEGLER GROUP INC. 1,323.75 COMP PLAN UPDATE 262811 016-048-10 1,323.75 100297 HOLIDAY COMMERCIAL 159.00 FUEL 8.70 FUEL 266.93 SQUAD CAR WASHES 434.63 119878 KATH FUEL 14,601.22 TANK ONE FUEL 14,601.22 111769 KEEPRS INC. 115.00 GAS MASK HOLDERS 115.00 150483 KROEGER,MICHAEL 100.00 WASHER REBATE PROGRAM 100.00 119219 LAKEVILLE TROPHY (R) 108.15 PLAQUE 2016 CASE OF THE YEAR 78.00 PLATE FOR PLAQUES 186.15 262823 262824 262825 1400-006-310-71 0-070817 1400-006-310-73 7-070817 1400-006-311-45 8-070817 262838 593652 262843 347330 262846 2016 ESWR 171 262827 22021 262828 22084 Account No 3222.6231 3222.6220 6239.6230 6239.6230 9695.6580 9695.6310 0720.6310 3118.6235 3118.6235 1104.6354 9001.1411 1104.6226 9376.6860 9695.6210 9695.6210 Subledger Account Description Continued... Mobile Equipment Repair Parts Operating Supplies - General Repair/Maintenance Supplies -Ge Repair/Maintenance Supplies -Ge Reimb to Cities & Counties Professional Services -General Professional Services -General Fuel, Lubricants, Additives Fuel, Lubricants, Additives Car Washes Inventory - Motor Fuels Public Safety Supplies Contributions/Cost Sharing Pay Office Supplies Office Supplies Business Unit Equipment Mtn Equipment Mtn Lift Station Maintenanc/Repair Lift Station Maintenanc/Repair Dakota Co Drug Task Force Dakota Co Drug Task Force General Admin -Planning & Zonin Athletic Field Mtn/Setup Athletic Field Mtn/Setup Patrolling/Traffic General Fund Patrolling/Traffic Combined Utility Trunk Fund Dakota Co Drug Task Force Dakota Co Drug Task Force R55CKR2 LOGIS101 Check # Date Amount Supplier / Explanation 192446 7/21/2017 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 12 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 PO # Doc No Inv No Account No Subledger Account Description Business Unit 119219 LAKEVILLE TROPHY (R) Continued... 192447 7/21/2017 100111 LOGIS 75.00 54,677.00 SOFTWARE MAINTENANCE - LOGIS 488.00 ACCESSEAGAN MAINTENANCE 192448 7/21/2017 192449 7/21/2017 192450 7/21/2017 192451 7/21/2017 192452 7/21/2017 192453 7/21/2017 55,240.00 143145 LYLE SIGNS INC. 761.73 SIGN MATERIALS 761.73 100114 M V T L 30.00 SOIL TESTING FOR BMPS 30.00 100116 MACQUEEN EQUIP 12.44 UNIT 138 12.44 101876 MADDIO, TAMI 924.37 ESRI TRAINING 924.37 100121 MCNAMARA CONTR INC 105.00 TACK 105.00 100034 MIDWEST COCA COLA 424.75 CONCESSION RESALE -POP 225.00- CONCESSION RESALE CREDIT -POP 199.75 262832 43754 262833 43765 262833 43765 262821 000525356 262837 871309 262839 P07263 262834 071417 262847 170991 262835 3641203502 262836 3641203503 192454 7/21/2017 138083 MIDWEST SAFETY COUNSELORS INC. 155.90 SAFETY SUPPLIES 262809 IVC0051159 155.90 192455 7/21/2017 138473 MN COUNTY ATTORNEYS ASSOC 110.00 FORFEITURE FORMS 110.00 0301.6210 0301.6350 4002.6350 Office Supplies LOGIS IT Services LOGIS IT Services IT -Gen & Admn IT -Gen & Admn Fiber capacity project 2242.6257 Signs & Striping Material Signs -Installation & Mtn 6534.6323 Testing Services Basin Mgmt-BMP Mtn 9001.1415 Inventory - Parts General Fund 0301.6476 Conferences/Meetings/Training IT -Gen & Admn 2220.6255 Street Repair Supplies Bituminous Surface Maint 6713.6855 Merchandise for Resale Concessions 6609.6855 Merchandise for Resale Concession Sales/Vending 2401.6222 Medical/Rescue/Safety Supplies Gen/Adm-Central Services 262829 200002858 9695.6210 Office Supplies Dakota Co Drug Task Force R55CKR2 LOGIS101 Check # Date 192456 7/21/2017 Amount Supplier / Explanation PO # 120087 MN ENERGY RESOURCES CORP 627.16 FIRE STATION 2 108.59 FIRE ADMIN 18.74 OLD TOWN HALL 958.59 CIVIC ICE ARENA 20.82 ART HOUSE 18.74 BRIDLE RIDGE PARK 109.63 FIRE SAFETY CENTER 450.34 POLICE DEPT 50.71 FIRE STATION 5 888.67 CITY HALL 3,251.99 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 13 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 Doc No Inv No Account No 262933 0502896570-0000 3313.6410 4-JUL17 262813 0504595154-0000 3301.6410 1-JUL17 262818 0504848982-0000 3304.6410 1-JUL17 262815 0504859971-0000 6601.6410 1-JUL17 262820 0506085756-0000 3106.6410 1-JUL17 262812 0506132120-0000 3106.6410 1-JUL17 262819 0507084666-0000 3313.6410 1-JUL17 262816 0507280053-0000 3304.6410 1-JUL17 262817 0507602491-0000 3313.6410 1-JUL17 262814 0507679172-0000 3304.6410 1-JUL17 Subledger Account Description Business Unit Continued... Natural Gas Service Natural Gas Service Natural Gas Service Natural Gas Service Natural Gas Service Natural Gas Service Natural Gas Service Natural Gas Service Natural Gas Service Natural Gas Service Fire Buildings General Management Bldg/Facilities Maintenance General/Administrative-Arena Structure Care & Maintenance Structure Care & Maintenance Fire Buildings Bldg/Facilities Maintenance Fire Buildings Bldg/Facilities Maintenance 192457 7/21/2017 138430 MN ENERGY RESOURCES CORP (R) 57.21 JUN 2017 NATURAL GAS 262831 0504461082-0000 9695.6410 Natural Gas Service Dakota Co Drug Task Force 1-JUN17 45.68 JUN 2017 NATURAL GAS 262830 0507678830-0000 9695.6410 Natural Gas Service Dakota Co Drug Task Force 1-JUN17 192458 7/21/2017 192459 7/21/2017 192460 7/21/2017 102.89 100670 MN PIPE EQUIPMENT 80.00 SMALL TOOLS 80.00 138247 MN UI FUND 8,948.68 MN UNEMPLOYMENT INSURANCE 8,948.68 145327 MNSPECT LLC 1,000.00 BACK UP SVCS 7/3-7/7/17 1,000.00 262908 0381264 262869 07986136-071017 262889 7082 6168.6240 Small Tools Hydrant Inspection/Operation 9592.6156 Unemployment Compensation Benefit Accrual 0805.6310 Professional Services -General Construction Insp-Field R55CKR2 LOGIS101 Check # Date Amount Supplier / Explanation 192460 7/21/2017 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 14 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 PO # Doc No Inv No Account No Subledger Account Description Business Unit 145327 MNSPECT LLC Continued... 192461 7/21/2017 100145 MRPA 132.00 WOMEN'S STATE SB REG 192462 7/21/2017 192463 7/21/2017 192464 7/21/2017 192465 7/21/2017 192466 7/21/2017 192467 7/21/2017 440.00 WOMEN'S STATE SB REG 2,068.00 MEN'S STATE SB REG 2,640.00 86.32 76.84 1,511.07 585.04 2,259.27 100146 MTI DISTR CO PARKS MOWERS PARKS MOWERS PARKS MOWERS PARKS MOWERS 150487 NORDELL, ERIN 57.00 ACTIVITY REFUND 57.00 100454 NORTHERN AIR CORP 452.50 BOILER REPAIR 452.50 150481 OBERHAUSER, STEVEN 100.00 WASHER REBATE PROGRAM 100.00 122435 OFFICE DEPOT (R) 130.46 TRASH LINERS, TOWEL, MARKER 40.47 CUPS 123.23 DVD -R, COFFEE, ENVELOPE 294.16 108599 OFFICE DEPOT, INC. 7.99 MARKERS/POSTITS 7.99 MARKERS/POSTITS 7.99 MARKERS/POSTITS 26.37 SCALE 262901 33123-2017 3049.6326 Athletic Team Sanction Fees Adult Softball -Women SUMMER 262901 33123-2017 3050.6326 Athletic Team Sanction Fees Adult Softball-Co-Rec SUMMER 262901 33123-2017 3048.6326 Athletic Team Sanction Fees Adult Softball -Men SUMMER 262923 1124842-00 262924 1124845-00 262922 1124847-00 262925 1124847-01 262931 432581 262868 139579 262932 2016 ESWR 173 262906 937571012001 262883 937571075001 262884 940195139001 262928 936670184002 262928 936670184002 262928 936670184002 262929 936670184003 9001.1415 9001.1415 9001.1415 9001.1415 Inventory - Parts Inventory - Parts Inventory - Parts Inventory - Parts General Fund General Fund General Fund General Fund 3001.2250 Escrow Deposits General/Admn-Recreation 3315.6535 Other Contractual Services City Hall 9376.6860 Contributions/Cost Sharing Pay Combined Utility Trunk Fund 9695.6210 9695.6210 9695.6210 0201.6210 0501.6210 3001.6210 0820.6210 Office Supplies Office Supplies Office Supplies Office Supplies Office Supplies Office Supplies Office Supplies Dakota Co Drug Task Force Dakota Co Drug Task Force Dakota Co Drug Task Force General & Admn-Admn General & Admn-Finance General/Admn-Recreation General/Admn-Housing R55CKR2 LOGIS101 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 15 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 192467 7/21/2017 108599 OFFICE DEPOT, INC. Continued... 2.00 BADGE SUPPLIES 262927 937128877001 0501.6210 Office Supplies General &Admn-Finance 2.01 BADGE SUPPLIES 262927 937128877001 3001.6210 Office Supplies General/Admn-Recreation 2.01 BADGE SUPPLIES 262927 937128877001 0201.6210 Office Supplies General &Admn-Admn 60.88 BADGE SUPPLIES 262927 937128877001 3001.6210 Office Supplies General/Admn-Recreation 39.41 OFFICE SUPPLIES 262902 937452759001 1107.6210 Office Supplies Support Services 18.38 CLERICAL EARBUDS 262904 937452759002 1107.6210 Office Supplies Support Services 18.38 CLERICAL EARBUDS 262921 937452791001 1107.6212 Office Small Equipment Support Services 97.84 OFFICE SUPPLIES 262920 937482151001 1107.6210 Office Supplies Support Services 161.31 BRENT-OFFICE SUPPLIES 262917 939268458001 6146.6210 Office Supplies North Plant Building 56.82 OFFICE SUPPLIES 262903 939644255001 1107.6210 Office Supplies Support Services 75.60 OFFICE SUPPLIES 262891 940843915001 6716.6210 Office Supplies General Administration 19.69 OFFICE SUPPLIES 262890 940844039001 6716.6210 Office Supplies General Administration 192468 7/21/2017 192469 7/21/2017 192470 7/21/2017 192471 7/21/2017 604.67 145845 O'LAUGHLIN, JOHN (R) 450.00 JUN 2017 BUILDING CLEANING 450.00 150480 OPATRNY, PAUL 100.00 WASHER REBATE PROGRAM 100.00 143709 OREILLYAUTO PARTS 56.91 TRUCK CLEANING SUPPLIES 56.91 262885 063017 9695.6233 Building Repair Supplies Dakota Co Drug Task Force 262915 2016 ESWR 169 9376.6860 Contributions/Cost Sharing Pay Combined Utility Trunk Fund 262897 3287-102277 1224.6230 Repair/Maintenance Supplies -Ge Engineer 100653 PARADISE CAR WASH 229.95 SQUAD CAR WASHES 262895 52020-060817 1104.6354 Car Washes Patrolling/Traffic 251.85 SQUAD CAR WASHES 262896 52020-070617 1104.6354 Car Washes Patrolling/Traffic 10.95 CAR WASHES 262913 52025-060817 1221.6354 Car Washes Administration -Fire 492.75 192472 7/21/2017 149331 PARISI, JULIET 325.00 PUBLIC ART DOOR PROJECT 325.00 192473 7/21/2017 149089 PHELPS, ANNE 66.01 SUPPLIES 66.01 262919 063017 3097.6535 Other Contractual Services MRAC Community Art Grant 13-14 262905 061317 3057.6227 Recreation Equipment/Supplies Preschool Programs R55CKR2 LOGIS101 Check # Date 192474 7/21/2017 192475 7/21/2017 192476 7/21/2017 Amount Supplier / Explanation 149730 POND COMPANY, THE 206.82 ECC PLAZA POND AMTERIALS 206.82 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 16 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 PO # Doc No Inv No 143092 PREMIER LATINO EVENTS LLC 1,000.00 MARKETFEST 7/26/17 1,000.00 100569 PREMIUM WATERS INC 68.85 PATROL WATER COOLER 68.85 INVEST. WATER COOLER 137.70 192478 7/21/2017 100361 R & R SPECIALTIES INC 192479 7/21/2017 192480 7/21/2017 192481 7/21/2017 192482 7/21/2017 97.00 BLADES SHARPENED 97.00 1,142.42 1,211.66 1,211.66 1,107.80 1,211.66 1,211.66 1,211.66 969.33 1,073.18 10, 351.03 143557 RANDSTAD (R) EVID TECH 5/7-5/13/17 EVID TECH 5/14-5/20/17 EVID TECH 5/21-5/27/17 EVID TECH 5/28-6/3/17 EVID TECH 6/4-6/10/17 EVID TECH 6/11-6/18/17 EVID TECH 6/19-6/24/17 EVID TECH 6/25-7/1/17 EVID TECH 7/2-7/8/17 109582 RECREATION SUPPLY COMPANY 85.10 TESTING EQUIPMENT 85.10 Account No Subledger Account Description Business Unit Continued... 262899 2359 3206.6244 Chemicals & Chemical Products Chemical Appl-Plant Health Mgt 262851 072617 3061.6320 Instructors Market Fest 262894 315659573 1104.6475 Miscellaneous Patrolling/Traffic 262894 315659573 1105.6475 Miscellaneous Investigation/Crime Prevention 262867 0062646 -IN 6602.6230 262860 R21230559 262859 R21262411 262857 R21296189 262858 R21328230 262874 R21361411 262875 R21394321 262876 R21426641 262872 R21458920 262873 R21489985 9695.6561 9695.6561 9695.6561 9695.6561 9695.6561 9695.6561 9695.6561 9695.6561 9695.6561 262865 323876 6720.6244 150405 RMB ENVIRONMENTAL LABORATORIES INC 348.00 WQ MONITORING SAMPLES ANALYSES 262900 361744 348.00 147269 RUMSEY, DAN 200.00 VOLUNTEER APPRECIATION 7/27/17 200.00 6528.6323 262852 072717 3061.6475 Repair/Maintenance Supplies -Ge Equipment Repair & Maint. Temporary Help-Labor/Clerical Temporary Help-Labor/Clerical Temporary Help-Labor/Clerical Temporary Help-Labor/Clerical Temporary Help-Labor/Clerical Temporary Help-Labor/Clerical Temporary Help-Labor/Clerical Temporary Help-Labor/Clerical Temporary Help-Labor/Clerical Dakota Co Drug Task Force Dakota Co Drug Task Force Dakota Co Drug Task Force Dakota Co Drug Task Force Dakota Co Drug Task Force Dakota Co Drug Task Force Dakota Co Drug Task Force Dakota Co Drug Task Force Dakota Co Drug Task Force Chemicals & Chemical Products Pool Attendant Testing Services Basin Mgmt-Water Spl/Studies/M Miscellaneous Market Fest R55CKR2 LOGIS101 Check # Date 192483 7/21/2017 192484 7/21/2017 192485 7/21/2017 192486 7/21/2017 192487 7/21/2017 192488 7/21/2017 192489 7/21/2017 192490 7/21/2017 192491 7/21/2017 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 17 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 139237 SAFARILAND LLC (R) Continued... 211.89 NIK TEST L 262878 1010-058950 9695.6220 Operating Supplies - General Dakota Co Drug Task Force 211.89 101060 SCHRADER'S LAW ENFORCEMENT SUPPLY 300.00 BADGES 262877 17-024A 300.00 100193 SIGNATURE CONCEPTS 8.78 EMPLOYEE UNIFORMS 399.18 EMPLOYEE UNIFORMS 407.96 125475 SMARTE CARTE INC. 1,372.23 REVENUE SHARE FOR LOCKERS 1,372.23 150553 SOUND EXCHANGE LLC 1,500.00 MARKETFEST 7/26/17 1,500.00 262862 854647 262863 854648 9695.6210 Office Supplies Dakota Co Drug Task Force 6716.6224 Clothing/Personal Equipment General Administration 6716.6224 Clothing/Personal Equipment General Administration 262926 CP00113538-01 6714.6855 Merchandise for Resale 262853 072617 3061.6320 Instructors Merchandise Sales Market Fest 101807 SUN BADGE CO. 304.75 NEW OFFICER BADGES 262893 375152 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 1,038.16 NEW OFFICER BADGES 262892 376808 1104.6224 Clothing/Personal Equipment Patrolling/Traffic 1,342.91 100107 THYSSENKRUPP ELEVATOR 125.00 ELEVATOR INSPECTION 125.00 113124 TOLL GAS & WELDING SUPPLY 333.44 WELDING SHOP TANKS 333.44 100218 TOTAL TOOL 694.38 SMALL TOOLS 825.80 FLAMMABLE SAFETY CABINET 1,520.18 192492 7/21/2017 138485 TOWMASTER 30,003.00 #320 TRUCK BODY 262907 3003277445 6146.6535 262911 10195620 6131.6240 262910 01227801 262909 01228646 Other Contractual Services North Plant Building Small Tools Water Customer Service 6449.6240 Small Tools Manhole Insp/Mtn/Repair 6144.6222 Medical/Rescue/Safety Supplies Hydrant Maintenance/Repair 262912 393604 3531.6680 Mobile Equipment Equip Rev Fd -Dept 31 R55CKR2 LOGIS101 Check # Date Amount Supplier / Explanation 192492 7/21/2017 192493 7/21/2017 192494 7/21/2017 192495 7/21/2017 192496 7/21/2017 30,003.00 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 18 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 PO # Doc No Inv No Account No Subledger Account Description Business Unit 138485 TOWMASTER Continued... 109089 TRU GREEN CHEMLAWN 86.00 SPRAY CONTRACT -OUTLETS PKWY 86.00 150479 TURIN, TARISA 100.00 WASHER REBATE PROGRAM 100.00 122951 UNITED BUSINESS MAIL INC. 3,000.00 JULY POSTAGE DEPOSIT 3,000.00 100304 UPS 4.64 SHIPPING 4.64 192497 7/21/2017 100236 VAN PAPER 288.81 PAPER PRODUCTS 192498 7/21/2017 288.81 119217 VERIZON WIRELESS (R) 60.71 JUL 2017 CELL PHONE 70.02 JUL 2017 CELL PHONE 130.73 192499 7/21/2017 100912 VERIZON WIRELESS, BELLEVUE 50.00 ROUTER -DETECTIVE UNIT 192500 7/21/2017 50.00 262918 63856289 262916 2016 ESWR 164 262898 071217 262930 00005613X0257-0 62417 3114.6535 Other Contractual Services Turf Mgmt/Enhancement 9376.6860 Contributions/Cost Sharing Pay Combined Utility Trunk Fund 9001.1420 Inventory - Postage Machine General Fund 0301.6346 Postage IT -Gen & Admn 262866 430367-00 6719.6223 262879 9788081038 262880 9788207830 Building/Cleaning Supplies Building Maintenance 9695.6355 Cellular Telephone Service Dakota Co Drug Task Force 9695.6355 Cellular Telephone Service Dakota Co Drug Task Force 262854 9788382017 1108.6355 Cellular Telephone Service Communications 114534 VISTAR CORPORATION 4,425.97 CHIPS/HOT DOGS/CHICKEN 262861 49082894 6713.6855 Merchandise for Resale Concessions 751.54 VENDING RESALE-CANDY/CHIPS 262871 49082895 6629.6855 Merchandise for Resale Vending 429.46 PRETZELS/CHIPS/HOT DOGS 262870 49082897 6609.6855 Merchandise for Resale Concession SalesNending 5,606.97 192501 7/21/2017 119144 WASTE MANAGEMENT -SAVAGE (R) 460.20 WASTE REMOVAL JUL 2017 262881 7600607-2282-3 9695.6539 Waste Removal/Sanitation Servi Dakota Co Drug Task Force R55CKR2 LOGIS101 Check # Date Amount Supplier / Explanation City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 19 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 PO # Doc No Inv No 192501 7/21/2017 119144 WASTE MANAGEMENT -SAVAGE (R) 192502 7/21/2017 192503 7/21/2017 192504 7/21/2017 192505 7/21/2017 460.20 101126 WELSH CONSTRUCTION LLC 7,500.00 REFUND FIN GUARANTEE 7,500.00 116252 WESTERMAYER, DAVE 40.16 CELL PHONE CASE 40.16 121046 WNAV INC. 274.00 SQUAD ROOM PROJECTOR REPAIR 274.00 101755 XCEL ENERGY 2,670.75 STREET LITES 2,670.75 192506 7/21/2017 101755 XCEL ENERGY 862.34 SIGNALS 862.34 192507 7/21/2017 101755 XCEL ENERGY 15.42 ALEXANDER LIFT STAITON 232.01 HWY 55 SAN 247.43 192508 7/21/2017 101755 XCEL ENERGY 11.80 SKYLINE ROAD HOCKEY RINK 11.80 MCKEE ST ICE RINK LITES 131.27 QUARRY PARK 154.87 262887 071217 262888 071717 262914 19343 262848 51-6563390-9-07 0317 Account No 9001.2250.404 Subledger Account Description Business Unit Continued... 1519 CENTRAL PKWY BP72485 General Fund 2010.6220 Operating Supplies - General General Engineering 1104.6426 Small Equipment Repair -Labor Patrolling/Traffic 6301.6406 262849 51-6563386-3-07 6301.6407 0517 262850 51-6563387-4-07 0517 262850 51-6563387-4-07 0517 6236.6408 6236.6408 262855 51-6563384-1-07 3104.6405 0517 262855 51-6563384-1-07 3104.6405 0517 262855 51-6563384-1-07 3106.6405 0517 Electricity -Street Lights Street Lighting Electricity -Signal Lights Street Lighting Electricity -Lift Stations Assist - Streets Electricity -Lift Stations Assist - Streets Electricity Electricity Electricity Site Amenity Installation Site Amenity Installation Structure Care & Maintenance R55CKR2 LOGIS101 Check # Date 192509 7/21/2017 Amount Supplier / Explanation 101755 XCEL ENERGY 20.11 KNOX STORM LIFT STATION 87.35 HWY 55 STORM 107.46 192510 7/21/2017 119221 XCEL ENERGY (R) 708.86 JUL 2017 ELECTRICITY 192511 7/21/2017 20170717 7/21/2017 20175207 7/21/2017 20175641 7/21/2017 20177007 7/21/2017 708.86 100246 ZEP MFG CO 913.35 CLEANING SUPPLIES 913.35 138388 VANCO SERVICES LLC 233.98 JUNE 2017 233.98 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Page - 20 Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 PO # Doc No Inv No 100283 BERKLEY ADMINISTRATORS 20,000.00 WC ADVANCE 20,000.00 147907 SELECT ACCOUNT 1,578.51 FLEX REIMBURSEMENT 1,578.51 100901 MN DEPT OF REVENUE 3.67 FUEL TAX (EQUIP) JUN 2017 73.95 FUEL TAX (EQUIP) JUN 2017 179.51 FUEL TAX(CENT SV) JUN 2017 64.35 FUEL TAX (SEWER) JUN 2017 321.48 20179008 7/21/2017 147691 HR SIMPLIFIED INC. 200.00 COBRA/RETIREE JUN 17 Account No Subledger Account Description Business Unit Continued... 262856 51-6563388-5-07 6439.6408 Electricity -Lift Stations Lift Station Maintenanc/Repair 0517 262856 51-6563388-5-07 6439.6408 Electricity -Lift Stations Lift Station Maintenanc/Repair 0517 262882 51-4403417-1-06 9695.6405 Electricity Dakota Co Drug Task Force 2317 262864 9002907674 6719.6223 Building/Cleaning Supplies Building Maintenance 263094 00008277806 6101.6535 Other Contractual Services Water -Administration 263095 071717 9593.1650 Worker's Comp Advance to DCA Workers' Compensation Self -In 263096 072017 9592.2215 Flex Plan Withholding Payable Benefit Accrual 263097 FUEL TAX - 3128.6235 Fuel, Lubricants, Additives Vehicle Maintenance JUN2017 263097 FUEL TAX - 3127.6235 Fuel, Lubricants, Additives Equipment Maintenance/Repair JUN2017 263097 FUEL TAX - 2244.6235 Fuel, Lubricants, Additives Street Equipment Repair/Mtn JUN2017 263097 FUEL TAX - 6232.6235 Fuel, Lubricants, Additives Equipment Maintenance/Repair JUN2017 263098 51739 9592.6536 Flex Plan Administration Fee Benefit Accrual R55CKR2 LOGIS101 Check # Date Amount Supplier / Explanation 20179008 7/21/2017 200.00 City of Eagan 7/20/2017 17:53:15 Council Check Register by GL Council Check Register by Invoice & Summary 7/17/2017 -- 7/21/2017 PO # Doc No Inv No Account No Page - 21 Subledger Account Description Business Unit 147691 HR SIMPLIFIED INC. Continued... 581,560.31 Grand Total Payment Instrument Totals Checks Total Payments 581,560.31 581,560.31 R55CKS2 LOGIS100 Note: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. Company Amount 09001 GENERAL FUND 09220 PUBLIC UTILITIES 09221 CIVIC ARENA 09222 CASCADE BAY 09223 CENTRAL PARK /COMMUNITY CENTER 09225 FIBER INFRASTRUCTURE FUND 09335 EQUIPMENT REVOLVING 09346 FIRE APPARATUS REVOLVING 09354 FIRE STATION 1 09355 MAINTENANCE FACILITY EXPANSION 09375 MAJOR STREET 09376 COMBINED UTILITY TRUNK FUND 09592 BENEFIT ACCRUAL 09593 WORKERS' COMPENSATION SELF -INS 09695 DAK CO DRUG TASK FORCE 286,762.68 80,301.08 13,826.21 19,279.53 854.34 1,518.00 34,104.53 12,645.40 85.59- 54,783.19 10,499.20 500.00 10,727.19 20,000.00 35,844.55 Report Totals 581,560.31 City of Eagan 7/20/2017 17:53:19 Council Check Summary Page - 1 7/17/2017 - 7/21/2017 Agenda Information Memo July 31, 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: ➢ Police Liaison Service Agreement with Independent School District 196 for police liaison services at Black Hawk Middle School, Dakota Hills Middle School and Eagan High School ➢ Agreement with Tom Wollan Sr Football Officials for flag football officials ➢ Agreement with Wal-Mart Stores, Inc. for the provision of influenza vaccinations at the Annual 55+/Senior Expo ➢ Agreement with Arts Midwest for participation in the 2017-2018 ArtsLabs Peer Learning Community Attachments: (0) The contracts are available from the City Clerk's Office. Agenda Information Memo July 31, 2017, Eagan City Council Meeting CONSENT AGENDA E. Approve a resolution to accept a donation from Heidi Kennelly Action To Be Considered: To approve a resolution to accept a donation from Heidi Kennelly 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 $520 from Heidi Kennelly for a memorial bench in Thomas Lake Park Attachments: (1) CE -1 Resolution RESOLUTION NO. CITY OF EAGAN Accept Donation from Heidi Kennelly 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 Heidi Kennelly Donation $520 for a memorial bench in Thomas Lake Park 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 Attest: Motion by: Seconded by: Those in favor: Those against: Date: July 31, 2017 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 31st day of July, 2017. City Clerk Agenda Information Memo July 31, 2017, Eagan City Council Meeting CONSENT AGENDA F. Schedule public hearing date for September 5, 2017 to certify delinquent utility bills Action To Be Considered: To schedule a public hearing for September 5, 2017 to consider final assessment of the delinquent utility bills and certify them to Dakota County for collection with property taxes. Facts: ➢ On a semi-annual basis, the City reviews and considers delinquent utility bills for certification to property tax statements for collection. ➢ Additional information will be provided at the time of the public hearing. Attachments: (0) Agenda Information Memo July 31, 2017, Eagan City Council Meeting CONSENT AGENDA G. Schedule public hearing date for September 5, 2017 to certify delinquent nuisance abatement bills Action To Be Considered: To schedule a public hearing for September 5, 2017 to consider final assessment of the delinquent nuisance abatement bills and certify them to Dakota County for collection with property taxes. Facts: ➢ On a semi-annual basis, the City reviews and considers delinquent nuisance abatement bills for certification to property tax statements for collection. Nuisance abatement bills include fees for false alarm calls, mowing and noxious weed removal, refuse removal and diseased tree removal. ➢ Additional information will be provided at the time of the public hearing. Attachments: (0) Agenda Information Memo July 31, 2017, Eagan City Council Meeting CONSENT AGENDA H. Approve a Temporary On -Sale Liquor License and waive the license fee for the Dakota County Regional Chamber of Commerce on August 31, 2017 at 3352 Sherman Court. Action To Be Considered: To approve a temporary on -sale liquor license and waive the license fee for the Dakota County Regional Chamber of Commerce on August 31, 2017 at 3352 Sherman Court. Facts: ➢ The Dakota County Regional Chamber of Commerce has requested a temporary on -sale liquor license be issued to them for a 60th Anniversary Summer Celebration. The event will be held in the parking lot of the Chamber's offices, located at 3352 Sherman Court. ➢ The Dakota County Regional Chamber of Commerce has requested that the $150.00 license fee be waived. ➢ The application form has been submitted and deemed in order by staff. Following Council approval, the application will be forwarded to the Department of Public Safety — Alcohol and Gambling Enforcement Division for final approval. Attachments: (0) Agenda Information Memo July 31, 2017 Eagan City Council Meeting CONSENT AGENDA I. Approve a City of Eagan, Minnesota resolution granting Comcast of Minnesota, Inc., a Franchise Extension to December 31, 2017. Action To Be Considered: Approve the resolution to extend the existing cable franchise with Comcast of Minnesota until December 31, 2017 or until a new franchise with Comcast is in place. Facts: ➢ Negotiations continue with Comcast on a new ten year cable television franchise in Eagan. ➢ There are many details to attend to, but both sides have reached tentative understanding on major deal points and are well underway on the drafting of language to reflect those deal points. ➢ The current franchise extension expired in mid-June and outside legal counsel recommends formally adopting a resolution to extend the existing franchise until a new one is in its place, to ensure all rights and enforcement provisions continue to apply. ➢ The parties are confident that absent a major issue unexpectedly surfacing, a new draft franchise will be ready for City Council review before the end of the year. ➢ Adopting the resolution allows the parties to continue to negotiate franchise renewal while keeping the status quo terms of the existing franchise in place in the meantime. Attachments: (1) CI -1 Extension Resolution 3754092v1 RESOLUTION NO. RESOLUTION OF THE CITY OF EAGAN, MINNESOTA ON GRANTING COMCAST OF MINNESOTA, INC., A FRANCHISE EXTENSION TO DECEMBER 31, 2017 WHEREAS, on or about December 20, 1999, the City of Eagan, Minnesota ("City") granted Cable Television Franchise Ordinance No. 287 ("Franchise") to MediaOne North Central Communications Corp.; and WHEREAS, the Franchise is currently held by Comcast of Minnesota, Inc. ("Comcast"); and WHEREAS, Comcast has requested renewal of the Franchise; and WHEREAS, the initial term of the Franchise expired on or about January 24, 2015; and WHEREAS, the initial term of the Franchise was extended by the City on February 3, 2015 when the City adopted Resolution No. 15-16 which extended the term of the Franchise until March 31, 2016; and WHEREAS, Comcast executed Resolution No. 15-16 and agreed to continue complying with the Franchise, as amended; and WHEREAS, the Franchise was extended by the City on March 15, 2016 when the City adopted Resolution No. 16-30 which extended the term of the Franchise until December 31, 2016; and WHEREAS, Comcast executed Resolution No. 16-30 and agreed to continue complying with the Franchise, as amended; and WHEREAS, the Franchise was extended by the City on December 20, 2016 when the City adopted Resolution No. 16-119 which extended the term of the Franchise until June 30, 2017; and WHEREAS, Comcast executed Resolution No. 16-119 and agreed to continue complying with the Franchise, as amended; and WHEREAS, both the City and Comcast desire to reserve all of their respective rights 1 Error! Unknown document property name. under state and federal law regarding the franchise renewal process, specifically all rights provided by 47 U.S.C. 546. NOW, THEREFORE, the City of Eagan, Minnesota hereby resolves as follows: 1. The Franchise is hereby amended by extending the term of the Franchise from July 1, 2017 through the date on which Comcast's Franchise is renewed or until and including December 31, 2017, whichever shall first occur. 2. Except as specifically modified hereby, the Franchise shall remain in full force and effect. 3. The City and Comcast hereby agree that neither party waives any rights either may have under the Franchise or applicable law. 4. This Resolution shall become effective upon the occurrence of both of the following conditions: (1) The Resolution being passed and adopted by the City; and (2) Comcast's acceptance of this Resolution. Adopted by the City of Eagan, Minnesota, this day of , 2017. ATTEST: Error! Unknown document property name. , Clerk CITY OF EAGAN, MINNESOTA By: Mike Maguire, Mayor 2 ACCEPTANCE AND AGREEMENT Comcast of Minnesota, Inc. hereby accepts this Resolution No. ("Resolution") and hereby accepts the terms, provisions and recitals of the Resolution and agrees to be bound by the Franchise. Dated this day of , 2017. COMCAST OF MINNESOTA, INC. By: Its: SWORN TO BEFORE ME this day of , 2017 NOTARY PUBLIC Error! Unknown document property name. 3 Agenda Information Memo July 31, 2017 Eagan City Council Meeting CONSENT AGENDA J. Contract 17-01 2017 Citywide Street Improvements Action To Be Considered: Approve Change Order No. 1 to Contract 17-01 (2017 Citywide Street Improvements) and authorize the Mayor and City Clerk to execute all related documents. Facts: • Contract 17-01 provides for bituminous street overlays throughout the City as part of the annual street improvements supported by the Pavement Management Program. ➢ The change order provides for additional work associated with upsizing of an existing storm sewer pipe between the cul-de-sac of Hickory Hill Drive and Pond BP -22 (ADD $12,296.21). The cost of the additional work is consistent with bid prices received for relevant bid items on other projects within the city. • The change order has been reviewed by Public Works (Engineering Division) staff and found to be in order for favorable Council action. • Change Order No. 1 provides for an addition cost of $12,296.21 (1.09% of original contract) to the contract that would be the responsibility of the City's Storm Drainage Expansion and Modification Fund (Fund 1125). Attachments (1) CJ -1 Change Order Change Order STATE AID FOR LOCAL TRANSPORTATION CHANGE ORDER City/County of City of Eagan Change Order No. 1 Page 1 of 1 FEDERAL PROJECT NO. STATE PROJECT NO. LOCAL PROJECT NO. 1228 CONTRACT NO. 17-01 CONTRACTOR NAME AND ADDRESS McNamara Contracting 16700 Chippendale Avenue Rosemount, MN 55068 LOCATION OF WORK TOTAL CHANGE ORDER AMOUNT $12,296.21 In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the work as altered by the following provisions. Project 1228: Time and materials to be incurred for additional work related to the upsizing of the existing storm sewer pipe in the cul-de-sac of Hickory Hill Drive to the inlet of pond BP -22. All costs to include the additional work in making the connection to a new storm structure in the NW corner of the cul-de-sac and relocating the existing catch basin manhole located in the SW corner of the same cul-de-sac due to conflicts with existing utilities, along with relocating the water service for 1769 Hickory Hill Drive due to a conflict with the proposed storm sewer pipe at that location. This entire change order to paid for with 100% local funds. CAST BREAKDOWN Item No. item Unit Unit Price Quantity Amount 2123.610 REMOVE AND REPLACE STORM SEWER (CREW TIME) HOUR $303.61 40.5 $12,296.21 Change Order No. 1 Total: $12,296.21 " Funding category is required for federal projects.. CHANGE IN CONTRACT TIME Due to this change the Contract (check one) Time: is Increased by Is Decreased by Is Increased by Is Decreased by Working Day:; b. [ X ] Is Not Changed Working Days Calendar Days c. [ ] May be revised if work affected the controlling operation Calendar Days Approved By Project Engineer: Aaron Nelson Signed L.44 Date: 1La� Phone: (651) 675-5646 Approved By C ntractor: Signed Date:. M Iia r Contracting Phone: (651) 322-5500 Original to Project Engineer; Copy to Contractor Once contract has been fully executed, forward a copy to DSAE for funding review: The State of Minnesota 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 Rules/Policy. Eligibility does not guarantee funds will bo available. This project is eligible for: Federal Funding State Aid Funding Local funds District State Aid Engineer: Date: 7/20/2017 CONTRACT STATUS Original Contract: Change Order # 1: TIME/COMPLETION DATE AMOUNT July 3, 2017 $J,128,721.80 July 3, 2017 $ 12,296.21 Subtotal of Previous Change Orders: This Change Order: New Subtotal of All Change Orders: Revise Contract: Percent Increase or Decrease for this Change Order to Original Contract Amount: +1.09% Percent Increase or Decrease for Total of All Change Orders to Original Contract Amount: +1.09% RECOMMENDED FOR APPROVAL: By: By: By: c1. Proje4 anagen - Date -/7 City Department Manager - Date MnDot State Aid — (if required) - Date DISTRIBUTION - City 2 — Contractor 1 — State Aid 0.00 $ 12,296.21 $ 12,296.21 $ 1,141,018.01 Agenda Information Memo July 31, 2017 Eagan City Council Meeting CONSENT AGENDA K. Contract 17-01 2017 Citywide Street Improvements Action To Be Considered: Approve the final payment for Contract 17-01 (2017 Citywide Street Improvements) in the amount of $73,077.77 to McNamara Contracting, Inc., and accept the improvements for perpetual City maintenance subject to warranty provisions. Facts: ➢ Contract 17-01 provides for the street improvements as outlined and discussed in the respective Feasibility Reports for each of the following projects: o Cedar Industrial Park - Project 1227 o Woodgate 2nd Addition - Project 1228 o Waterview - Project 1229 o Pinetree Forest - Project 1230 o Lexington Pointe 11TH 12TH & 14TH - Project 1231 o Gardenwood Ponds 1sT— 3RD - Project 1232 o South Hills 1sT - Project 1233 o Gopher Eagan Industrial Park (Kutoff Court) - Project 1234 o Halley's 1st Addition (Biscayne Avenue) - Project 1235 as programmed for 2017 in the City's 5 -Year Capital Improvement Program (2017-2021). ➢ On March 21, 2017, the City Council awarded the contract to McNamara Contracting, Inc., for the base bid of $1,128,721.80. ➢ These improvements have been completed, inspected by representatives of the Public Works Department, and found to be in order for favorable Council action of final payment and acceptance for perpetual maintenance subject to warranty provisions. Attachments (0) Agenda Information Memo July 31, 2017 Eagan City Council Meeting CONSENT AGENDA L. Contract 17-04 Fitz Lake - Water Quality Improvements Action To Be Considered: Approve Change Order No. 1 to Contract 17-04 (Fitz Lake - Water Quality Improvements) and authorize the Mayor and City Clerk to execute all related documents. Facts: Contract 17-04 provides for excavations, stormwater infrastructure modifications and the installation of iron -enhanced sand filtration (IESF) systems at Ponds LP -26.3 and LP - 26.5, which are adjacent to Fitz Lake in southeast Eagan. ➢ The change order provides for the following: o Installation of storm sewer through open trench excavation versus directional drilling from Pond LP -26.5. This portion of the change order would result in a savings of $13,867.50 o Construction of a permanent no maintenance access road to Pond LP -26.3 from Red Pine Lane rather than Highway 3. This portion of the change order provides for an and an additional cost of $9,777.75. ➢ The cost of the additional work is consistent with bid prices received for relevant bid items on other projects within the city. The change order has been reviewed by Public Works (Engineering and Water Resources) staff and found to be in order for favorable Council action. y The change order provides for a net savings of $4,089.75 (2.8% of original contract) to Water Quality (Fund 1127). Attachments (1) CL -1 Change Order Cit➢ of Eagan CONTRACT #: 17-04 CHANGE ORDER #: 1 PROJECT #: 1241 DATE: 7/25/2017 PROJECT NAME: Fitz Lake Protection Project — Ponds LP 26.3 and LP 26.5 PROJECT DESCRIPTION Construction of an iron enhanced sand filter that will provide pretreatment of stormwater to Fitz Lake. CONTRACTOR: Alcon Construction Corp. ENGINEER: Bryce Cruet', P.E. Wenck Associates, Inc. DESCRIPTION OF CHANGE ORDER WORK: Pond 26.3 - Addition of access road around pond. Pond 26.5 - Open cutting of storm sewer pipe across Dodd Road as an alternative to directional drilling. JUSTIFICATION FOR/PURPOSE OF CHANGE ORDER: Pond 26.3 - To provide safe access for trucking during construction as well as long term access for performing maintenance on iron enhanced sand filter and Fitz Lake. Pond 26.5 - Alternative proposed by contractor to provide cost savings that offset cost additions from Pond 26.3 with little to no effect on project schedule or pipe integrity. DESCRIPTION OF WORK ITEMS: Pond 26.3 ITEM UNIT QTY UNIT PRICE COST Clearing Acre 0.05 $3,600.00 $180.00 Grubbing Acre 0.05 $3,400.00 $170.00 Salvage and Respread Topsoil SY 515 54.00 $2,060.00 Sediment Control Log Type Straw - Maintained LF 200 $4.00 $800.00 Seed Mixture 34-261 LB 5 $100.00 $500.00 Erosion Control Blanket Category 3, Straw 2S SY 280 $1.65 $462.00 Common Excavation — Offsite (EV) CY 165 $22.50 $3,712.50 Aggregate Base Class 5, 100% Crushed TN 100 $36.25 $3,625.00 Geotextile Fabric, Type V SY 341 $3.25 $1,108.25 Common Topsoil Borrow CY -17 $40.00 -$680.00 Semi -Permanent Construction Entrance SY -72 $30.00 -$2,160.00 CHANGE ORDER TOTAL POND 26.3 $9,777.75 DESCRIPTION OF WORK ITEMS CONTINUED: Pond 26.5 ITEM UNIT QTY UNIT PRICE COST Remove Concrete Curb and Gutter LF 29 $5.00 5145.00 Remove Bituminous Pavement SY 43 $3.50 $150.50 Sawing Bituminous Pavement (Full Depth) LF 60 $4.00 $240.00 Salvage and Respread Topsoil SY 50 $4.00 $200.00 Type SP 9.5 Wearing Course Mixture Ton 10 $750.00 $7,500.00 Concrete Curb and Gutter Design B618 LF 29 $2.50 572.50 Traffic Control LS 1 $2,200.00 $2,200.00 Seed Mixture 34-261 LB 1 $42.00 $42.00 Erosion Control Blanket Category 3, Straw 2S SY 50 $1.65 $82.50 6" Solid PVC Sch 40 —Open Cut LF 70 $150.00 510,500.00 6" Solid PVC Sch 40 —Jacking with Casing LF -70 $500.00 -$35,000.00 CHANGE ORDER TOTAL POND 26.5 -$13,867.50 CONTRACT STATUS Subtotal of Previous Change Orders: This Change Order: New Subtotal of All Change Orders: Revised Contract: Percent Increase or Decrease for this Change Order to Original Contract Amount: Percent Increase or Decrease for Total of All Change Orders to Original Contract Amount: -2.8 % -2.8 % $ 0 $ -4,089.75 $ -4,089.75 $ 143,485.50 Completion Date Pond LP 26.3 Pond LP 26.5 Total Original Contract August 31 $51,865.00 595,710.25 $147,575.25 Change Order August 31 $9,777.75 -$13,867.50 -$4,089.75 Subtotal of Previous Change Orders: This Change Order: New Subtotal of All Change Orders: Revised Contract: Percent Increase or Decrease for this Change Order to Original Contract Amount: Percent Increase or Decrease for Total of All Change Orders to Original Contract Amount: -2.8 % -2.8 % $ 0 $ -4,089.75 $ -4,089.75 $ 143,485.50 RECOMMENDED FOR APPROVAL: By: C By: Project Manager Contractor By: City Department Manager City of Eagan Council Action: Mayor: Clerk: Date: DISTRIBUTION 1 -City 2 - Contractor 1- Engineer Date: 7/2‘/Z0/7 Agenda Information Memo July 31, 2017 Eagan City Council Meeting CONSENT AGENDA M. Contract 17-19 Cedar Grove Area Landscape Monuments Action To Be Considered: Approve the plans and specifications for Contract 17-19 (Cedar Grove Area Landscape Monuments), and authorize the advertisement for a bid opening to be held at 10:30 a.m., on Thursday, August 31, 2017. Facts: ➢ Contract 17-19 provides for the rehabilitation of the landscape monuments at the intersection of Silver Bell Road/ Nicols Road/ Cedar Grove Parkway, as outlined and discussed in the Council workshop presentation for Project 1189, and accordingly authorized by the City Council on May 9, 2017. ➢ All of the construction activity for said improvements has been designed to occur within existing public right-of-way or easements. ➢ The plans and specifications have been completed, are available in the City Engineering office for review, and are being presented to the City Council for their approval and authorization for the advertisement of bids. Attachments (0) Agenda Information Memo July 31, 2017 Eagan City Council Meeting CONSENT AGENDA N. Encroachment Agreement —1025 Wescott Road Action To Be Considered: Approve an Encroachment Agreement for property at 1025 Wescott Road (Conservation Easement). Facts: > On July 10, 2017, City staff received a submittal from Mr. Pat Hiller, representing the property owner of 1025 Wescott Road (Parcel 100140053050), requesting a grading encroachment within the existing conservation easement on the property, north of Wescott Road, East of Lexington Avenue, in east -central Eagan. The easement was dedicated by document (December 2016), at no cost of the City, to provide for the conservation of wetland and its buffer zone. • The previous property owner removed all of the trees along the southeast side of the wetland, prior to dedicating the conservation easement. All of the tree stumps currently remain within the conservation easement and the area was never properly restored. The purpose of the encroachment request is to remove the tree stumps, regrade the area to address the stump removals and properly restore vegetation to the wetland buffer. > An agreement has been prepared by the City Attorney to allow the encroachment for the restoration efforts. The agreement does not provide approval for any future subdivision or development activity on the property. Public Works staff and the City Attorney's office have reviewed and found the agreement to be in order for favorable Council action. Attachments (2) CN -1 Request Letter CN -2 Encroachment Agreement NORTON July 10, 2017 City of Eagan 3930 Pilot Knob Rd Eagan, MN 55122 HOMES Norton Homes has begun preliminary design work on a new four lot R1 -S residential sub- division of the site located at 1025 Wescott Rd. To date we have completed a preliminary site layout, grading and wetland buffer restoration plan. Our site layout observes the existing 40' wetland buffer and the 25' building setback from that buffer as well as the Wescott Rd and east property boundary setbacks. According to grading plan it will be necessary to temporarily grade into the existing 40' wetland buffer. As you can see from the attached photos taken this spring the buffer currently consists of several tree stumps. The proposed plan is to grind down the stumps as part of the site grading work and then restore the wetland buffer with native seed and geofabric. This request seems to be a win-win in that it restores.the buffer to a natural state and allows for the grading necessary to develop the site. Specifically, our request for the council to consider is to permit Norton Homes to temporarily grade into the 40' wetland buffer as part of an approved R1 -S residential sub -division application. No changes are requested to the location and definition of the buffer. For this attached grading plan we have made the following assumptions: 1. We are using Lidar topo and elevations since the site has not yet been surveyed. 2. Proposed LFEs for lots 2-4 are set at 3' above observed water elevations when the site was last surveyed as part of the current Sakallah Addition plat. Those elevations will be revised as necessary after a detailed hydrology analysis has been completed. 3. The proposed site grading will not impact the current water elevations and, as such, no changes to existing D/U easements are necessary. 4. We were not able to obtain a tree inventory of the trees cut down in the buffer area. 18215 45th Avenue North Ste. D — Plymouth, MN 55446 — Ph.763-559-2991 F.763-551-4999 www.nortonhomes.com We are bringing this request to the council now because permission to grade into the 40' buffer is required in order to permit site development. Before we spend the time and money on a full engineering design and plat application our desire is to seek the cooperation of the council with this temporary grading request first. Thank you in advance for your time and consideration of this request. Best regards, Patrick Hiller Partner, Norton Homes 18215 45th Avenue North Ste. D — Plymouth, MN 55446 — Ph.763-559-2991 F.763-551-4999 www.nortonhomes.com ENCROACHMENT AGREEMENT This Encroachment Agreement ("Agreement") is made and entered into this day of , 2017, by and between the City of Eagan, a Minnesota municipal corporation (the "City"), and Wael Z.F. Sakallah and Heidi M. Sakallah, husband and wife (the "Owners"). The City and Owners are hereinafter referred to as the "Parties." WHEREAS, the Owners are the fee owners of certain property located in the City of Eagan and legally described as Lot 1, Block 1, Sakallah Addition (hereinafter the "Property"); and WHEREAS, the Owners' predecessor -in -title dedicated a conservation easement in favor of the City, which easement is dated December 20, 2016 and recorded with the Dakota County Recorder as Document No. 3169807 and depicted on Exhibit "A" attached hereto (the "Easement"); and WHEREAS, prior to conveying the Easement to the City, the prior owner undertook clear cutting within the easement area leaving numerous stumps and other debris; and WHEREAS, the Easement prohibits the Owners from undertaking work within the Easement without consent of the City; and WHEREAS, the Owners desire to clean-up the Easement and remove stumps and other debris and regrade the easement area to its previous condition and in a manner acceptable to the City Engineer (the "Improvement"); and WHEREAS, in connection with the Improvement, it is necessary for the Owners to encroach within the Easement; and WHEREAS, the City is willing to allow Owners to encroach within the Easement to complete the Improvement, all upon the conditions contained herein. NOW, THEREFORE, the City and Owners agree as follows: 1. ENCROACHMENT. The City hereby authorizes Owners to construct, maintain and repair the Improvement within the Easement. 2. No WAIVER. Nothing in the Agreement shall be deemed a waiver or abandonment of the City's rights in the Easement. 3. COSTS. The Owners shall be responsible for all costs relating to the construction, maintenance and repair of the Improvements. 4. ASSUMPTION OF RISK. Owners acknowledge that the future maintenance, repairs within the Easement could possibly damage the Improvement. By entering into this Agreement, Owners assume the risk of any and all damage to the Improvement that may result from any work performed by the City and/or its agents within the Easement. 5. DEFAULT. If the Owners fail to take any action required in connection with this Agreement, the City will provide a written notice of default to the Owners giving Owners a 30 -day cure period. Notice need not be given in the event emergency repairs are needed. After the 30 -day cure period, the City may take action and bill the Owners for the costs thereof. If the Owners fail to reimburse the City for the costs thereof within ten (10) days after receipt of the bill, the City may take any action permitted by law to collect the amount owed plus the costs of collection, including, but not limited to attorneys' fees. 6. NOTICES. All written communications shall be directed to Owners at: Wael Z.F. Sakallah and Heidi M. Sakallah All written communications shall be directed to the City at: City of Eagan Attn: Russ Matthys, Public Works Director 3830 Pilot Knob Road Eagan, MN 55122-1810 With a copy Robert B. Bauer, City Attorney to: Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 7. VALIDITY. If any portion, section, subsection, sentence, clause, paragraph or phrase of this agreement is for any reason held to be invalid, such decision shall not affect the validity of the remaining portion of this Agreement 8. BINDING AGREEMENT. The parties mutually recognize and agree that all terms and conditions of this recordable agreement shall run with the land 2 herein described and shall be binding upon the successors and assigns of the parties hereto. 9. GOVERNING LAW. This Agreement shall be governed by and interpreted under the laws of the State of Minnesota. CITY OF EAGAN: OWNERS: By: Mike Maguire Wael Z.F. Sakallah Its: Mayor Heidi M. Sakallah By: Christina M. Scipioni Its: City Clerk STATE OF MINNESOTA) )ss. COUNTY OF DAKOTA ) The foregoing instrument 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 STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2017, by Wael Z.F. Sakallah and Heidi M. Sakallah, husband and wife. Notary Public 3 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) 4 Agenda Information Memo July 31, 2017 Eagan City Council Meeting CONSENT AGENDA O. Conservation Easement Encroachment Agreement Lot 1, Block 1 Boulder Lakes 3rd Addition Action To Be Considered: Approve a Conservation Easement Encroachment Agreement for property at Lot 1, Block 1 Boulder Lakes 3rd Addition. Facts: ➢ On July 10, 2017, City staff received a submittal from Mr. Erik Hansen — HGA, representing the property owner of Lot 1, Block 1 Boulder Lakes 3rd Addition (Prime Therapeutics), requesting an encroachment for grading within the existing conservation easement on the property, east of Ames Crossing Road, north of Lone Oak Road, in northeast Eagan. • The easement was dedicated by document in 2007 with initial development of the property, at no cost to the City, to provide for the conservation of wetland and its buffer zone. Y The purpose of the grading encroachment request is to allow correction and proper compaction of soils for the construction of retaining walls and building foundations for the new Prime Therapeutics headquarters on the property. ➢ The area proposed to be disturbed and restored currently consists of noxious weeds and non-native species. The restoration would include the establishment of native plant species. • An agreement has been prepared by the City Attorney to allow the encroachment. y Public Works staff and the City Attorney's office find the agreement to be in order for favorable Council action. Attachments (2) CO -1 Request Letter CO -2 Encroachment Agreement Architecture I Engineering I Planning July 25, 2017 WRITER'S DIRECT DIAL 612-758-4275 Mr. John Gorder, P.E. City Engineer City of Eagan Eagan Municipal Center 3830 Pilot Knob Road Eagan, MN 55122 Re: Boulder Lakes Request for encroachment into the City of Eagan conservation easement HGA Commission Number 0399-029-01 Dear Mr. Gorder: On behalf of United Properties, HGA is requesting an encroachment permit for temporary impacts to the Conservation Easement adjacent to Shanahan Lake for the project noted above. The approximate areas needed for the Conservation Easement encroachment are shown on the attached plan. This encroachment is needed to allow for the soil correction required to support the building foundation and retaining walls. During the excavation to install the retaining walls, it was discovered that the existing soils in these locations require removal and replacement with engineered fill in order to meet the requirements established by the project geotechnical testing agency (American Engineering Testing, Inc. (AET)). All disturbed areas within the conservation easement will be restored to the existing ground elevations with native vegetation as approved by the City of Eagan staff. All building foundations and retaining walls are located outside the conservation easement. The soil correction is the sole reason for the requested temporary encroachment. HGA has reviewed options to provide alternative foundation support for the retaining walls and building foundations, but those options are not economically feasible due to site access and existing soil issues. AET has prepared a cross section of the soil correction required at Section A -A. It is anticipated that the building foundation at Section B -B will also require a similar amount of soil correction. Thank you for your consideration. Sincerely, Ia X r� Erik A. Hansen, P.E. Associate Vice President, Civil Engineer Enclosure cc: Bill Jundt, United Properties Jennifer McMaster, HGA s:\0000\399\029-01\1. general communications\correspondence\encroachment permit request letter.doc Hammel, Green and Abrahamson, Inc. HGA Architects and Engineers, LLC HGA Architects and Engineers, LLP HGA Architecture and Engineering, PC HGA Mid -Atlantic, Inc. 420 North 5th Street • Suite 100 • Minneapolis, Minnesota USA 55401-2338 Telephone 612.758.4000 Facsimile 612.758.4199 Visit our Website: hga.com ENCROACHMENT AGREEMENT This Encroachment Agreement ("Agreement") is made and entered into this day of , 2017, by and between the City of Eagan, a Minnesota municipal corporation (the "City"), and Eagan Heights LLC, a Delaware limited liability company (the "Owner"). The City and Owner are hereinafter referred to as the "Parties." WHEREAS, the Owner is the fee owner of certain property located in the City of Eagan and legally described as Lot 1, Block 1, Boulder Lakes 3rd Addition (hereinafter the "Property"); and WHEREAS, the Owner's predecessor -in -title dedicated a Conservation Easement in favor of the City, which easement is dated August 14, 2008 and recorded with the Dakota County Recorder as Document No. 2609984 (the "Easement"); and WHEREAS, the Easement prohibits the Owner from undertaking work within the Easement as depicted on Exhibit "A" attached hereto, without the written consent of the City; and WHEREAS, the Owner is desirous of encroaching into the Easement to allow for soil correction required to support the building foundation and retaining walls for the adjacent development (the "Improvement"); and WHEREAS, the City is willing to allow Owner to encroach within the Easement all upon the terms and conditions contained herein: 1. ENCROACHMENT. The City hereby authorizes Owner to construct, maintain and repair the Improvement within the Easement. 2. No WAIVER. Nothing in the Agreement shall be deemed a waiver or abandonment of the City's rights in the Easement. 3. COSTS. The Owner shall be responsible for all costs relating to the construction, maintenance and repair of the Improvements. 4. ASSUMPTION OF RISK. Owner acknowledges that the future maintenance, repairs within the Easement could possibly damage the Improvement. By entering into this Agreement, Owner assumes the risk of any and all damage to the Improvement that may result from any work performed by the City and/or its agents within the Easement. 5. DEFAULT. If the Owner fails to take any action required in connection with this Agreement, the City will provide a written notice of default to the Owner giving Owner a 30 -day cure period. Notice need not be given in the event emergency repairs are needed. After the 30 -day cure period, the City may take action and bill the Owner for the costs thereof. If the Owner fails to reimburse the City for the costs thereof within ten (10) days after receipt of the bill, the City may take any action permitted by law to collect the amount owed plus the costs of collection, including, but not limited to attorneys' fees. 6. NOTICES. All written communications shall be directed to Owner at: Eagan Heights LLC All written communications shall be directed to the City at: City of Eagan Attn: Russ Matthys, Public Works Director 3830 Pilot Knob Road Eagan, MN 55122-1810 With a copy Robert B. Bauer, City Attorney to: Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 7. VALIDITY. If any portion, section, subsection, sentence, clause, paragraph or phrase of this agreement is for any reason held to be invalid, such decision shall not affect the validity of the remaining portion of this Agreement 8. BINDING AGREEMENT. The parties mutually recognize and agree that all terms and conditions of this recordable agreement shall run with the land herein described and shall be binding upon the successors and assigns of the parties hereto. 9. GOVERNING LAW. This Agreement shall be governed by and interpreted under the laws of the State of Minnesota. [Signature pages to follow.] 2 Encroachment Agreement Signature Page of City CITY OF EAGAN: By: Mike Maguire Its: Mayor By: Christina M. Scipioni Its: City Clerk STATE OF MINNESOTA) )ss. COUNTY OF DAKOTA ) The foregoing instrument 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 3 Encroachment Agreement Signature Page of Owner Eagan Heights LLC, a Delaware limited liability company By: Its: STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2017, by , the of Eagan Heights LLC, a Delaware limited liability company, on behalf of the limited liability company. Notary Public THIS INSTRUMENT WAS DRAFTED BY: DOUGHERTY, MOLENDA, SOLFEST HILLS & BAUER P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 (952) 432-3136 (RBB: 206-38250) 4 drg c, 1 gni m d , 2 j HU ��OIgN1r1 '11 a �es �2 �� E� 111 ii !! Q !y{�° 1110111. � 6� y _ 3 k E �� p Ip 11111 ER F 101 G6 1E a 1111117 de Ili 1 I I i� eli 1� B$ e f 4 11 1 JAM!! e $158$11111 1 9 dith tI Agenda Information Memo July 31, 2017 Eagan City Council Meeting CONSENT AGENDA P. Approve Stormwater Management System Maintenance Agreement Viking Lakes Action To Be Considered: Approve a Stormwater Management System Maintenance Agreement with MV Eagan Ventures, LLC (Viking Lakes), and authorize the Mayor and City Clerk to execute all related documents. Facts: MV Eagan Ventures, LLC, owner of Lot 1, Block 1, Vikings Lake Addition, proposes to construct and maintain a stormwater management system for treatment of stormwater runoff from the development of Lot 1, Block 1, both on-site of Lot 1, Block 1 and off-site on Outlot C of Vikings Lake Addition. MV Eagan Ventures, LLC, proposes to construct (i) one biofiltration basin with iron - enhancement layer and four pre-treatment sumps (four -foot depth with energy dissipation and floatables skimmer) on the Property, (ii) one sedimentation pond with iron -enhanced sand filtration bench on other real property that is part of the "Viking Lakes" development (to be privately owned and maintained as part of a separate maintenance agreement with that parcel owner, which will permit modification of such pond in connection with future development of such property), (iii) one off-site biofiltration basin on land to become public (to be publicly owned and maintained), and (iv) soil remediation on the Property to restore soil permeability on disturbed soils that are to be revegetated (not including practice field areas on the Property). y The City requires a long-term maintenance agreement with the owner of this stormwater management system, which was a condition of preliminary subdivision approval on September 20, 2016, to ensure continued and proper functioning of this 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) CP -1 Stormwater Agreement STORMWATER MANAGEMENT SYSTEM MAINTENANCE AGREEMENT This Stormwater Management System Maintenance Agreement ("Agreement") is made this day of , 2017, by and between MV Eagan Ventures, LLC, a Delaware limited liability company; Sheldon Road Associates, L.L.C., a New Jersey limited liability company; M Land, LLC, a Delaware limited liability company; and Eagan V Land, LLC, a Delaware limited liability company (collectively, 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: Outlot C, Viking Lakes Addition, Eagan, Dakota County, Minnesota (the "Property"); and WHEREAS, on September 20, 2016 the City Council approved a Preliminary Subdivision to allow the development of a multi-building/multi-use development consisting of the Minnesota Vikings Headquarters and Practice Facility, a stadium, retail/service, multi -family residential, hotel and office/medical uses. The first phase consists of the construction of the Minnesota Vikings Headquarters and Practice Facility and stadium (the "Project") upon Lot 1, Block 1, Viking Lakes (the "Development Property"). The Project includes construction of new and fully - reconstructed impervious surfaces totaling approximately 32.59 acres. A plan set including a stormwater management report ("Site Plan") was submitted with the Owner's application for Preliminary Subdivision approval, and such plan set was most recently revised by revisions dated January 24, 2017 (the "Plan Set"). The Owner's Preliminary Subdivision approval was subject to a number of conditions, including that the Owner enter into this Agreement to evidence the Owner's obligations, as described in this Agreement, to meet City stormwater requirements (including Volume Control); and WHEREAS, the approved "Site Plan" identifies certain stormwater management practices to be implemented by the Owner, involving sedimentation containment and a minimum of 80% total phosphorus removal from 4.55 acres of contributing impervious area, and a total drainage area of 14.7 acres of Lot 1, Block 1, including installation of the following as shown in the Plan J0301 pg. 1 8407608v2 Set: (1) one sedimentation pond with iron -enhanced sand filtration bench on the Property. The foregoing improvement is defined for purposes of this Agreement as the "Stormwater Management System" and such Stormwater Management System is intended to include all improvements that are designed to convey stormwater to theProperty from the contributing area of Lot 1 Block 1 onto the Property into designated Stormwater Management System to effectively treat stormwater runoff, and ensure that the Stormwater Management System performs its designed functions. This Stormwater Management System can be modified to have expanded capacity and increased nutrient removal performance, and an alternate location on the Property if necessary, in connection with future development of the Property, upon approval of the City Engineer. The pertinent pages from the Site Plan, Stormwater Management Report, City Council minutes excerpts and conditions of approval are attached hereto as Exhibits A- and incorporated herein; and WHEREAS, the Owner shall install the Stormwater Management System on the Property in order to comply with Eagan City Code Chapter 4.34, "Post Construction Stormwater Management Requirements" for the purpose of stormwater management on the Property, including rate control and volume control, for the protection of the City's downstream water bodies; and WHEREAS, the City requires the Owner to install the Stormwater Management System on the Property and to operate and maintain all components of the Stormwater Management System on the Property in good working order reasonably 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 Stormwater Management System, 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 (with respect to all components of the Stormwater Management System that are on the Property) 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 their sole cost and expense: a. The Stormwater Management System shall be inspected annually by a qualified person, with post -construction stormwater best management practice inspection and maintenance experience, including inspection and maintenance of all sediment capture and stormwater infiltration practices, selected by the Owner, and approved by the City Engineer in the City Engineer's reasonable discretion. J0301 pg. 2 8407608v2 b. After the Owner has performed the inspections described in subparagraph (a) above, but by no later than September 1 of each year, the Owner shall submit an annual inspection and maintenance report to the City, which report shall include the following: i. Date and time of the annual inspection; ii. Industry standard log of inspection findings, required maintenance and recommended stormwater best management practices; iii. Date, time and description of maintenance performed; and iv. Supporting photographs. c. The Owner will exercise commercially reasonable efforts to remove and properly dispose of all settled solids, floatable litter and other material obstructions from the Stormwater Management System that could inhibit proper function of the Stormwater Management System (in all material respects). At a minimum, the Owner will clean the sump structures in the spring and fall of every year. If at any time the sediment collection sump reaches 50% of capacity (2 -foot depth), the Owner shall promptly remove the sediment to a level that is below 50% of capacity (2 -foot depth). d. If at any time the sedimentation basis and iron -enhanced sand filtration bench on the Property, to serve a portion of Lot 1, Block 1, fails to meet performance standards of 80% total phosphorus removal of the contributing 4.55 acre impervious drainage area, and a total drainage area of 14.7 acres, identified on the attached Exhibit and drain -down to Normal Water Level through the iron - enhanced sand filtration bench within 48 -hours after any rain event (collectively, the "Requirements"), the Owner shall promptly perform remediation as required by the Agreement to bring the sedimentation basis and iron -enhanced sand filtration bench into compliance with the Requirements. 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 Stormwater Management System is functioning as planned and in compliance with City stormwater management requirements. The City may recommend any necessary 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 Agreement shall be performed in a good and workmanlike manner pursuant to sound engineering practices and in compliance with all applicable governmental requirements in all material respects. Notwithstanding any contrary language in this Agreement, the City acknowledges and agrees that the Owner may modify the Stormwater Management System in connection with any future development of the Property. J0301 pg. 3 8407608v2 3. Remediation and Waiver of Rights. 3.1 Remediation Plan. If the City determines that the 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 then submit a proposed remediation plan and schedule to the City within forty-five (45) 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 thirty (30) 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 cure the breach(es) specified in the City's notice, then at the sole cost and expense of the Owner and provided the Owner is not disputing the matters described in the City's notice, the City shall have the right, but no obligation, to prepare a remediation plan to cure such breach(es) and complete all work necessary to correct the Storm Water Management System so as to bring it into compliance with the Requirements. Subject to Section 3.4, this is the City's sole and exclusive remedy for the Owner's breach of its obligations under this Agreement. 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 reasonably and necessarily incurred by the City in connection with preparing a remediation plan to cure the Owner's breach(es) and all work completed by the City to bring the Stormwater Management System back into compliance with the Requirements. 3.4 Waiver of Rights. If the Owner does not, in a reasonable time, either (i) reimburse the City or (ii) provide notice of dispute of the City's alleged breach(es) by the Owner, 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, provided that such assessments were reasonable and properly levied in accordance with this Agreement and applicable law. 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 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, J0301 pg. 4 8407608v2 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 the 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 a 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. Authority. 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). J0301 pg. 5 8407608v2 Stormwater Management System Maintenance Agreement Signature Page of Owner Owner (or Representative) Contact Information for Long -Term Inspection/Maintenance: MV Eagan Ventures, LLC 9520 Vikings Drive Eden Prairie, MN 55344 Attn: Steve Poppen, Chief Financial Officer Phone: (952) 828-6500 Email: poppens@vikings.nfl.net OWNER: MV Eagan Ventures, LLC, a Delaware limited liability company By: Mark Wilf Its: President STATE OF NEW JERSEY ) ) ss. COUNTY OF ) The foregoing was acknowledged before me this day of , 2017, by Mark Wilf, the President of MV Eagan Ventures, LLC, a Delaware limited liability company, on behalf of the limited liability company. Notary Public 8407608v2 J0301 pg. 6 Stormwater Management System Maintenance Agreement Signature Page of Owner OWNER: Sheldon Road Associates, L.L.C., a New Jersey limited liability company By: Name: Its: STATE OF COUNTY OF ) ss. The foregoing was acknowledged before me this day of , 2017, by , the of Sheldon Road Associates, L.L.C., a New Jersey limited liability company, on behalf of the limited liability company. Notary Public 8407608v2 J0301 pg. 7 Stormwater Management System Maintenance Agreement Signature Page of Owner OWNER: M Land, LLC a Delaware limited liability company By: Name: Its: STATE OF ) ) ss. COUNTY OF ) The foregoing was acknowledged before me this day of , 2017, by , the of M Land, LLC, a Delaware limited liability company, on behalf of the limited liability company. Notary Public 8407608v2 J0301 pg. 8 Stormwater Management System Maintenance Agreement Signature Page of Owner OWNER: Eagan V Land, LLC, a Delaware limited liability company By: Name: Its: STATE OF ) ) ss. COUNTY OF ) The foregoing was acknowledged before me this day of , 2017, by , the of Eagan V Land, LLC, a Delaware limited liability company, on behalf of the limited liability company. Notary Public 8407608v2 J0301 pg. 9 Stormwater Management System Maintenance Agreement Signature Page of City CITY: CITY OF EAGAN, a Minnesota municipal corporation By: Mike Maguire Its: Mayor By: Christina M. Scipioni Its: City Clerk STATE OF MINNESOTA ) COUNTY OF DAKOTA ) ss. The foregoing was acknowledged before me this day of , 2017, by Mike Maguire and Christina M. Scipioni, the Mayor and City 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: 206-37129) 8407608v2 J0301 pg. 10 Agenda Information Memo July 31, 2017 Eagan City Council Meeting CONSENT AGENDA Q. Contract 17-17, Minnesota Vikings/Viking Lakes Event Travel Demand Management Plan Action To Be Considered: Authorize the preparation of an Event Travel Demand Management Plan for Contract 17-17 (Minnesota Vikings/Viking Lakes Event Travel Demand Management Plan) by SRF Consulting Group, Inc. and authorize the Mayor and City Clerk to execute all related documents. Facts: ➢ Contract 17-17 provides for the development of an Event Travel Demand Management Plan (ETDMP) for activities and events within the Viking Lakes Development in northeast Eagan. The development will include the headquarters for the Minnesota Vikings, with an indoor practice facility and a stadium initially with 6,000 seats with the ability of expansion to 10,000 seats and concert seating for 18,000. ➢ The ETDMP would be prepared in anticipation of various events at the stadium and site that may include, high school football games, college football games, state high school league playoff and championship games for multiple sports, miscellaneous youth sporting events, concerts, training camp for the Minnesota Vikings football team and National Football League Draft activities. A comprehensive ETDMP would identify management strategies for activities/events of various sizes, including traffic operations/control, parking and circulation. ➢ It would be beneficial to have traffic engineering services that would result in a traffic management plan that would enable the City, Vikings and Owner/Developer to adequately prepare for and mitigate traffic and parking for all anticipated activities/events held on site similar to what was accomplished for the Twin Cities Premium Outlets' opening and other peak shopping days (Black Friday, holidays, etc.). ➢ On July 10, 2017, four proposals were received (see attached summary). The low proposal of $45,340.00 was submitted by SRF Consulting Group, Inc. and includes the same project team members that prepared the Twin Cities Premium Outlets TDMP. ➢ The cost for the ETDMP and associated City costs would be paid by the developer, MV Eagan Ventures, LLC. ➢ All proposals have been reviewed for compliance with the Request For Proposal. The low proposal of $45,340.00 from SRF Consulting Group, Inc. has been reviewed by Public Works staff and Minnesota Vikings representatives and found to be in order for favorable Council action. Attachments (1) CQ -1 Proposals Summary PROPOSAL SUMMARY Event Travel Demand Management Plan (ETDMP) CITY CONTRACT No. 17-17 Date/ Time: 12:00 p.m., Monday, July 10, 2017 Consultant Amount 1. SRF $45,340 2. Westwood $48,500 3. KLJ $58,500 4. S.E.H. $84,100 Agenda Information Memo July 31, 2017 Eagan City Council Meeting CONSENT AGENDA R. Lot 1, Block 3 Oakview Center & Lot 1, Block 1, Oakview Center 2nd Addition Easement Vacation Action To Be Considered: Receive the petition to vacate public drainage and utility easements on Lot 1, Block 3 Oakview Center, and Lot 1, Block 1, Oakview Center 2nd Addition and schedule a public hearing to be held on September 5, 2017. Facts: ➢ On July 11, 2017, City staff received a petition from Jeff Schuler, representing the property owner of Lot 1, Block 3 Oakview Center, and Lot 1, Block 1, Oakview Center 2nd Addition, requesting the vacation of existing drainage and utility easements on their property at 3035 Holiday Lane, north of T.H. 55 and south of Lone Oak Road, in northeast Eagan. ➢ The purpose of the request is to allow for the expansion the existing hotel. ➢ The request would vacate existing drainage and utility easements with the combination of the two properties under the proposed plat of Oakview Center 3rd Addition. Once the final plat is completed, new easements will be created to accommodate necessary utilities. ➢ The final plat of Oakview Center 3rd Addition will be considered at a future Council meeting. ➢ Notices for a public hearing will be published in the legal newspaper and sent to all potentially affected and/or interested parties for comment prior to the public hearing. Attachments (2) CR -1 Location Map CR -2 Legal Description Graphics City of Emil Map of Location for Proposed Easement Vacation Oakview Center 1st Addition Lot 1 Block 3 & Oakview Center 2nd Addition Lot 1 Block 1 Prepared by: City of Eagan GIS -TMS File: L:\USER\ENGINEER\TSTRID\EASEMENT VACATIONS\Oakview Center & Oakview Center 2nd Addition Date: 7/27/2017 COUNTRY INN AND SUITES SAGA NW CORNER OF NW1/4 OF SEC. 12, TWP. 27, RNG. 23 (FOUND DAKOTA COUNTY CAST ALUMINUM MONUMENT) c Detail: No Scale C.S.A.H. NO. 26 (LONE OAK ROAD) SS ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ N DENOTES EXISTING DRAINAGE & UTILITY EASEMENT TO BE VACATED 1043.85 /\ /s A I 1 /\ F� \/ . \/ .1-% .1 I . \ I /\ I\II I I 1 \/ . / Y\ L_ \/ / 1 , \ 1. 1 r - 1I I 1 1\1 1-- \ L_ ♦/ 1 1 L— I 1/-‘, K • ---NORTH LINE OF THE NW1/4 OF SEC. 12, TWP. 27, RNG. 23 N89°18117"E r \ es A r \ ( I I /_\ I I I 1 \ \ / / \ L / S88°51' 15"W 302.64 - , 505.40lic NI Nr I. :v 'r!io,i!♦! ♦•i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦iiw♦♦♦*:♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�♦�♦♦♦♦�♦�♦�♦%♦�♦♦i •i4 • : Q 11 1 ...„, T....„ ., * ,,, .. fet4,4 •:•1‹ 57 0 N89°54'19"E 2624.42 w io r.) 1\1(13. o r) 0 / \ A 1 / \ / 1 r - 1 1 / , \ r - 1. I -1- r - r \ I I /\ K \/ I I-- \/\/ I 1-- I\I I I-- F! \/ / \ 1 \ Y 1 L- / 1 \/ L- 1 1 I L- 1 A r\ r\ 1 -1- I/\ 1. 1 /_\ 1 1 I I I I I I 1 1 5 1 / \ L/ L/ I I I\/ 1 1 ,\ A 1 / \ / I r- \ A / ,\ r- I. I -1- r- r\ 1 1 I_\ K \/ 11-- 1/1/ I F-- I \ I I I-- F( \/ / \ 1 \ V I L- V V \/ L- I 1 I L- I r --HOLIDAY LAI\ E �L NO • SS SECTION 12, TOWNSHIP 27N, RANGE 23W k j, ACRE LAND SURVEYING Blaine,MN Blaine, MN 55449 r� r� I° 11 12 13 14 15 16 17 18 19 110 111 112 113 114 115 116 7 118 1 9 20 I ' - ' - C` �1 C IRON PIPE 24 -S^ /` c , 9/ 0 DENOTES FOUND IRON MONUMENT AS SPECIFIED • N If 63 4.4 • • • ♦♦ ♦ ♦ • ♦ ♦ ♦ ♦♦ • • • r,10•• PK NAIL N M N 0 O z EAST 1/2" IRON PIPE RLS# 26724 170.88 • S • O h N O 0 O O 60 60 NE CORNER OF NW1/4 OF SEC. 12, TWP. 27, RNG. 23 (FOUND DAKOTA COUNTY CAST ALUMINUM MONUMENT) 1580.57 r \ 0_ 1102315" R-270 01 53.65 s. 4. 1 CL // ` JT ... 7 C 1 \ �� T. „' CHISSELED "X"L IN CONCRETE 0o ')/\0",(\/ Q �� o'`° ° 0 /\ /\ 1 1 r\ -r 1 1 /\ 1 1 r- 1 I 11 I F( 1 hi I 11 1 s.I-- ♦ / ♦ / \ / 1 \ 1 1 1 \ / •e \ / L_ The orientation of this bearing system is based on the north line of Lot 1, Block 1, OAKVIEW CENTER 2ND ADDITION, which is assumed to bear N89°18'17"E. GRAPHIC SCALE 40 0 20 40 80 - - - 160 ( IN FEET ) 1 inch = 40 ft. 1 A 1. 1 r - /_5 151 1-- 1 1 L - NORTH Fig. 2 CI\Users\eric j\❑neDrive\CAD-1D\17371pp-Eagan-Country Inn and Suites\dwg\17371pp.dwg 7/26/2017 3:53:50 PM CDT SHEET 2 OF 2 SHEETS Agenda Information Memo July 31, 2017 Eagan City Council Meeting CONSENT AGENDA S. Northern States Power Co. d/b/a Xcel Energy Franchise Agreement Action To Be Considered: Approve an Ordinance Amendment granting a Natural Gas Franchise to Northern States Power Co. d/b/a Xcel Energy, approve publication of a summary ordinance and authorize the Mayor and City Clerk to execute all related documents. Facts: ➢ Northern States Power Co. delivers natural gas to 2 million customers in 5 states (doing business as Xcel Energy) across Minnesota. While Xcel maintains privately owned easements for some of their trunk pipeline facilities, much of their gas pipeline system is located within public right-of-way. ➢ The proposed franchise agreement updates a previous agreement and would allow Northern States Power Co. to construct, operate, repair and maintain facilities and equipment for the transmission and sale of gas for public and private use and to use public right-of-way and easements within the City of Eagan for such purposes. • As of the effective date, the agreement is subject to the public right-of-way regulations as applicable to utility services as set forth in the City Code. ➢ This agreement has been reviewed by the Public Works Department (Engineering Division) and City Attorney's office and is in order for favorable Council action. Attachments (1) CS -1 Franchise Agreement CITY OF EAGAN ORDINANCE NO. AN ORDINANCE OF THE CITY OF EAGAN, MINNESOTA, GRANTING NORTHERN STATES POWER COMPANY, A MINNESOTA CORPORATION, ITS SUCCESSORS AND ASSIGNS, A NONEXCLUSIVE FRANCHISE TO CONSTRUCT, OPERATE, REPAIR AND MAINTAIN FACILITIES AND EQUIPMENT FOR THE TRANSMISSION AND SALE OF GAS FOR PUBLIC AND PRIVATE USE AND TO USE THE PUBLIC GROUND OF THE CITY OF EAGAN, MINNESOTA, FOR SUCH PURPOSE; AND, PRESCRIBING CERTAIN TERMS AND CONDITIONS THEREOF. The City Council of the City of Eagan, Dakota County, Minnesota, ordains: GAS FRANCHISE I. DEFINITIONS. For purposes of this chapter, the following definitions shall apply unless the context clearly indicates or requires a different meaning. ABANDONED FACILITY. As defined in the Eagan City Code, Section 7.06, as amended from time to time. CITY. The City of Eagan, County of Dakota, State of Minnesota. CITY UTILITY SYSTEM. Facilities used for providing public utility service owned or operated by the City or agency thereof, including sanitary sewer, storm sewer, water service, street lighting and traffic signals, but excluding facilities for providing heating, electric, gas, or other forms of energy. COMMISSION. The Minnesota Public Utilities Commission, or any successor agency or agencies, including an agency of the federal government, which preempts all or part of the authority to regulate gas retail rates now vested in the Minnesota Public Utilities Commission. COMPANY. Northern States Power Company, a Minnesota corporation, its successors and assigns, including all successors or assigns that own or operate any part or parts of gas facilities subject to this franchise. GAS FACILITIES. Gas facilities means anything tangible, including equipment, which is required to provide gas utility service. NOTICE. Notice means written notice personally delivered or mailed by United States Mail to the proper addressee. Notice to the Company shall be addressed to: Notice to the City shall be addressed to: With a copy to: General Counsel 401 Nicollet Mall, 8th Floor Minneapolis, MN 55401 City of Eagan Attn: City Clerk 3830 Pilot Knob Road Eagan, MN 55122 Dougherty, Molenda, Solfest, Hills & Bauer P.A. Attn: Robert B. Bauer, Esq. 14985 Glazier Avenue, Suite 525 Apple Valley, MN 55124 PUBLIC GROUND. Land owned or otherwise controlled by the City for park, open space or similar public purpose, which is held for use in common by the public. PUBLIC RIGHT-OF-WAY. As defined in the Eagan City Code, Section 7.06, as amended from time to time. TOTAL COST OF OWNERSHIP. The cost to the Company for owning and maintaining an overhead or underground line. The cost is based on statistical data and includes design, labor, material, maintenance, locating, taxes and the life expectancy of the line. UTILITY SERVICE. As defined in the Eagan City Code, Section 7.06, as applicable to the gas utility service. II. GRANT OF FRANCHISE. (A) Grant offranchise. The City hereby grants Company, for a period of 20 years from the effective date this ordinance, the right to import, generate, distribute and sell gas for public and private use within and through the territorial limits of the City as its boundaries now exist or as they may be extended in the future. For these purposes, Company may construct, operate, repair and maintain gas facilities in, on, over, under and across the public right of ways, subject to the provisions of this ordinance and the public right-of-way regulations as applicable to utility services as set forth in the City Code. The Company may do all reasonable things necessary or customary to accomplish these purposes, subject however, to such reasonable regulations as may be imposed by the City pursuant to ordinance or permit requirements and to the further provisions of this franchise agreement. (B) Effective date; Written acceptance. This franchise shall be in force and effect from and after the effective date of this ordinance. If the Company does not file a written acceptance with the City by the acceptance deadline, which shall be 60 days after the effective date, or otherwise informs the City, at any time, that the Company does not accept this franchise, the City Council by resolution may revoke this franchise or seek its enforcement in a court of competent jurisdiction. 2 (C) Service, service territory and gas rates. The service to be provided, the service territory and the rates to be charged by Company for gas service within the City are subject to the jurisdiction of the Commission. (D) Publication expense. Company shall pay the expense of publication of this ordinance. (E) Dispute resolution. If the City or Company asserts that the other is in default in the performance of any obligation hereunder, the complaining party shall notify the other party of the default and the desired remedy. The notification shall be written. Representatives of the parties must promptly meet and attempt in good faith to negotiate a resolution of the dispute. If the dispute is not resolved within 30 days of the written notice, the parties shall jointly select a mediator to facilitate further discussion. Mediation must occur within 90 days after selection of the mediator. The parties will equally share the fees and expenses of the mediation. If the parties are unable to agree on the selection of a mediator or are unable to resolve the dispute within 90 days after first meeting with the selected mediator, either party may commence an action in Dakota County District Court to interpret and enforce this franchise or for such other relief as may be permitted by law or equity. The mediator shall not be permitted to testify and no evidence of statements or documents used in the mediation shall be admitted in the district court action. (F) Continuation of franchise. If the City and the Company are unable to agree on the terms of a new franchise by the time this franchise expires, this franchise will remain in effect until a new franchise is agreed upon, or until 90 days after the City or the Company serves written notice to the other party of its intention to terminate the franchise. III. LOCATION, OTHER REGULATIONS. (A) Location offacilities. Gas facilities shall be located, constructed, and maintained so as not to interfere with the safety and convenience of ordinary travel along and over public rights-of- way and so as not to disrupt normal operation of any City utility system. Gas facilities shall be located on public rights-of-way as determined by the City. Company's construction, reconstruction, operation, repair, maintenance, location and relocation of gas facilities shall be subject to the public right-of-way regulations set forth in the Eagan City Code and other reasonable regulations of the City consistent with authority granted the City to manage its public rights-of-way under state law. (B) Street openings. Company shall not open or disturb public grounds or the surface of any public rights-of-way for any purpose except in accordance with the public right-of-way regulations as set forth in the City Code. (C) Restoration. After undertaking any work requiring the opening of any public right-of- way, the Company shall restore the public right-of-way in accordance with Minnesota Rules, part 7819.1100 and the public right-of-way regulations set forth in the Eagan City Code and other applicable City Code provisions. (D) Avoid damage to gas facilities. The Company shall take reasonable measures to prevent the gas facilities from causing damage to persons or property. The Company shall take 3 reasonable measures to protect the gas facilities from damage that could be inflicted on the facilities by persons, property, or the elements. The Company shall take protective measures when the City performs work near the gas facilities, if given reasonable notice by the City of such work prior to its commencement. (E) Notice of improvements to streets. The City shall give Company reasonable written notice of plans for improvements to public rights-of-way where the City has reason to believe that gas facilities may affect or be affected by the improvement. The notice will contain: (1) the nature and character of the improvements, (2) the public rights-of-way upon which the improvements are to be made, (3) the extent of the improvements, (4) the time when the City will start the work, and (5) if more than one public right-of-way is involved, the order in which the work is to proceed. The notice provided to Company shall set forth a reasonable length of time, considering seasonal working conditions and the City's need to complete its public improvement projects in a timely manner, in advance of the actual commencement of the work to permit Company to make any additions, alterations or repairs to its gas facilities the Company or City deems necessary. (F) Mapping information. The Company must promptly provide complete and accurate mapping information for any of its gas facilities in accordance with the requirements of Minnesota Rules Parts 7819.4000 and 7819.4100 and Eagan City Code public right-of-way regulations. (G) Shared use of underground trenches. The Company shall make space available in its underground trenches for City communications circuits whenever the use will not interfere with the use of underground trenches by the Company, by another gas utility, by a telephone utility, or by any cable television company or other form of communication company. (H) Tree trimming. The Company may trim all trees and shrubs in the public ways and public grounds of the City interfering with the proper construction, operation, repair and maintenance of any gas facilities installed hereunder, provided that the Company shall indemnify and hold the City harmless from any liability arising therefrom, and subject to permit or other regulation by the City. (1) Maintenance of facilities. The Company shall maintain in a neat and orderly manner all above ground structures and shall take such steps as may be directed by the City to have all such structures maintained in an aesthetically pleasing manner. IV. RELOCATIONS. (A) Relocation in public rights-of-way. The Company shall comply with Minnesota Rules and Eagan City Code public right-of-way regulations and other City Code provisions. Pursuant to Minnesota Rules 7819.3100, Company shall promptly and at its own expense, with due regard for seasonal working conditions, permanently remove and relocate its facilities in the right- of-way when it is necessary to prevent interference, and not merely for convenience of the City, in connection with: (1) a present or future local government use of the right-of-way for a public project; (2) the public health or safety; or (3) the safety and convenience of travel over the right-of- way. Notwithstanding the foregoing, Company is not required to remove or relocate its facilities 4 from a right-of-way that has been vacated in favor of a nongovernmental entity unless and until the reasonable costs to do so are first paid to Company. (B) Relocation of gas facilities in public ground. Except as may be provided in Section (C) below, the City may require the Company to relocate or remove its gas facilities from public ground upon a finding by the City that the gas facilities have become or will become a substantial impairment of the public use to which the public ground is or will be put. The City will provide an alternate location in public ground or a public right-of-way for the Company to relocate its gas facilities. The relocation or removal shall be promptly done at the Company's expense. The provisions of this section apply only to gas facilities constructed on public ground in reliance on a franchise and the Company does not waive its rights under an easement held by the Company. (C) Projects with federal funding. Relocation, removal, or rearrangement of any Company gas facilities made necessary because of the extension into or through City of a federally - aided highway project shall be governed by the provisions of Minnesota Statutes Section 161.46, as amended from time to time. V. INDEMNIFICATI©N AND LIABILITY. (A) Limitation of liability. Upon the effective date of this ordinance, the City does not assume any liability (1) for injuries to persons, damage to property or loss of service claims by parties other than the Company or the City, or (2) for claims or penalties of any sort resulting from the installation, presence, maintenance or operation of equipment or facilities by the Company or its agents. (B) Indemnification. Company shall indemnify and keep and hold the City, its officials, employees and agents, free and harmless from any and all costs, liabilities, and claims for damages of any kind arising out of the construction, presence, installation, maintenance, repair or operation of its equipment and facilities, or out of any activity undertaken in or near a public ground or public right-of-way, or out of any delay thereof, whether or not any act or omission complained of is authorized, allowed or prohibited by permit. The foregoing does not indemnify the City for its own negligence except for claims arising out of or alleging the City's negligence in issuing any permit or in failing to properly or adequately inspect or enforce compliance with a term, condition or purpose of a permit. (C) Defense of City. In the event a suit is brought against the City under circumstances where this agreement to indemnify applies, Company, at its sole cost and expense, shall defend the City in such suit if written notice thereof is promptly given to Company within a period wherein Company is not prejudiced by lack of such notice. If Company is required to indemnify and defend, it will thereafter have control of such litigation, but Company may not settle such litigation without the consent of the City, which consent shall not be unreasonably withheld. This section is not, as to third parties, a waiver of any defense or immunity otherwise available to the City. The Company, in defending any action on behalf of the City, shall be entitled to assert in any action every defense or immunity that the City could assert in its own behalf. This franchise agreement shall not be interpreted to constitute a waiver by the City of any of its defenses of immunity or limitations on liability under Minnesota Statutes, Chapter 466. 5 (D) Delay damage fee. The City may establish and impose a damage fee for unreasonable delays in completion of any right-of-way excavation, obstruction, patching, restoration, removal, or relocation. The delay damage fee shall be established from time -to -time by a resolution of the City Council based upon its reasonable estimation of the actual costs that would be incurred due to any delay, the actual amount being undeterminable. The Company shall be advised in writing by facsimile, with the original to follow by U.S. mail, of the perceived delay and of the period within which the work must be completed to avoid a delay damage fee. Disputes shall be handled in accordance with paragraph II(E), dispute resolution, hereof. A delay damage fee shall not be imposed if the delay in project completion is due to circumstances beyond the control of Company, including without limitation inclement weather, acts of God, or civil strife. VI. VACATION OF PUBLIC RIGHTS-OF-WAY. The City shall give Company at least three months prior written notice of a proposed vacation of a public right-of-way where such vacations include company's facilities; company will receive at least two weeks prior written notice of all other right-of-way vacations. The City and the Company shall comply with Minnesota Rules and applicable provisions of Eagan City Code right- of-way regulations and other City ordinances consistent with law. VII. CHANGE IN FORM OF GOVERNMENT. Any change in the form of government of the City shall not affect the validity of this ordinance. Any governmental unit succeeding the City shall, without the consent of Company, succeed to all of the rights and obligations of the City provided in this ordinance. VIII. FRANCHISE FEE. (A) Form. During the term of the franchise hereby granted, and in addition to permit fees being imposed or that the City has a right to impose, the City may charge the Company a franchise fee. The fee may be (I) a percentage of gross revenues received by the Company for its operations within the City, or (2) a flat fee per customer based on metered service to retail customers within the City or on some other similar basis, or (3) a fee based on units of energy delivered to any class of retail customers within the corporate limits of the City. The method of imposing the franchise fee, the percentage of revenue rate, or the flat rate based on metered service may differ for each customer class or combine the methods described in (1) — (3) above in assessing the fee. The City shall use a formula that provides a stable and predictable amount of fees and complies with Commission rules and orders and Company tariffs. (B) Separate ordinance. The franchise fee shall be imposed by separate ordinance duly passed and adopted by the City council, which ordinance shall not be adopted until at least sixty (60) days after written notice enclosing the proposed ordinance has been served upon the Company and in compliance with Company's Commission notice requirements. The effective date of the franchise fee shall be specified in the proposed ordinance. 6 (C) Conditions of fee. The City may impose a franchise fee on the Company to recover the cost of specific public projects which it orders from time to time that involve gas utility work of the Company. Any franchise fee imposed for a specific project after the effective date of this Ordinance shall expire upon the date that the cost of the Company's gas utility work associated with the project has been paid for. A franchise fee for any other purpose shall not be imposed on the Company, unless the same franchise fee is also imposed on all other energy suppliers providing service within the City. (D) Collection of fee. The franchise fee shall be payable not less than quarterly during complete billing months of the period for which payment is to be made. The franchise fee formula may be changed from time to time, however, the change shall meet the same notice requirements and the fee may not be changed more often than annually. Such fee shall not exceed any amount that the Company may legally charge to its customers prior to payment to the City. Such fee is subject to subsequent reductions to account for uncollectibles and customer refunds incurred by the Company. The Company agrees to make available for inspection by the City at reasonable times all records necessary to audit the Company's determination of the franchise fee payments. (E) Continuation of franchise fee. If this franchise expires and the City and the Company are unable to agree upon terms of a new franchise, the franchise fee, if any being imposed by the City at the time this franchise expires, will remain in effect until a new franchise is agreed upon. IX. ABANDONED FACILITIES. The Company shall provide advance written notice to the City when gas facilities are to be retired or replaced by the Company. Removal, retirement or replacement of Company's facilities shall occur in the Company's own discretion. Company shall at its own expense retire, replace or remove said gas facilities. The Company shall comply with applicable provisions of the Eagan City Code public right-of-way regulations, as well as other City ordinances, to the extent those ordinances and regulations do not conflict with Minnesota Statutes, Minnesota Rules, and Minnesota Public Utilities Commissions orders as they may be amended from time to time in connection with any Abandoned Facilities. The Company shall maintain records describing the location of all Abandoned Facilities within the City, produce such records at the City's request and comply with the location requirements of Minnesota Statutes Section 216D.04 with respect to all Facilities. The Company shall remove the Abandoned Facilities at the Company's expense if requested by the City in conjunction with any City repair, excavation or construction in the road right-of-way or in City easements. Such removal of Abandoned Facilities shall allow Company sufficient and reasonable time to remove such gas facilities. If the Company does not remove the Abandoned Facilities pursuant to this Section in a reasonably timely manner, the City may remove the Abandoned Facilities and the Company shall promptly reimburse the City for the reasonable costs that the City incurred in connection with removal of the Abandoned Facilities. X. REPLACED FACILITIES. At any time the Company replaces its facilities, the Company shall, at its own expense, remove the facilities being replaced. 7 XI. PROVISIONS OF ORDINANCE. (A) Controlling ordinance. Company's construction, reconstruction, operation, repair, maintenance, location and relocation of gas facilities shall be subject to the City's right-of-way management ordinance. Where a provision of any City ordinance conflicts with the provisions of this ordinance, the provisions of this ordinance shall prevail. (C) Limitation on applicability. This ordinance constitutes a franchise agreement between the City and Company as the only parties and no provision of this franchise shall in any way inure to the benefit of any third person (including the public at large) so as to constitute any such person as a third party beneficiary of the agreement or of any one or more of the terms hereof, or otherwise give rise to any cause of action in any person not a party hereto. (D) Special Conditions. All conditions specified in Section 2.72 of the Eagan City Code shall be a part of this Agreement even though they may not be expressly contained herein, including: A. That the Company shall be subject to and will perform on its part all the terms of this section and will comply with all pertinent provisions of City Code, as the same may from time to time be amended. B. That the Company shall in no case claim or pretend to exercise any power to fix fares, rates, and charges; but that such fares, rates, and charges shall at all times be just, fair and reasonable for the services rendered and shall in all cases be fixed and from time to time changed, unless regulated by an agency of the state, in the manner following: 1. A reasonable rate shall be construed to be one which will, with efficient management, normally yield, above all operating expenses and depreciation, a fair return upon all money invested. 2. If possible, maximum rates and charges shall be arrived at by direct negotiation with the council. 3. If direct negotiations fail to produce agreement, the council shall, not less than 30 days before the expiration of any existing rate schedule or agreement, appoint an expert as its representative; the Company shall likewise appoint an expert as its representative and the two of them shall appoint a third person, preferably an expert, and the three of them shall constitute a board of arbitration. The board shall report its findings as soon as possible and the rates and charges it shall agree upon by majority vote shall be legal and binding, subject only to review by a court of competent jurisdiction upon application of one of the parties. C. That the City shall have the right to require reasonable extensions of any public service system from time to time, and to make such rules and regulations as may be required to secure adequate and proper service and to provide sufficient 8 accommodations for the public in accordance with Companies tariff on file with the State of Minnesota any of which may not conflict with any Commission rule or order and must be approved, if applicable, by the Commission. XII. AMENDMENT -PROCEDURE. (A) Amendment. Either party to this franchise agreement may at any time propose that the agreement be amended. This ordinance may be amended at any time by the City passing a subsequent ordinance declaring the provisions of the amendment, which amendatory ordinance shall become effective upon the filing of Company's written consent thereto with the City clerk within 60 days after the effective date of the amendatory ordinance. (B) 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. (C) Filing. The City Clerk shall file a copy of this ordinance in her office, which copy shall be available for inspection by any persons during regular office hours. (D) Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the Office of the City Clerk. XIII. SEVERABILITY. If any section, subsection, sentence, clause or phrase of this franchise is for any reason held to be invalid, such decision shall not affect the validity of the remaining portions of this franchise. The City Council hereby declares that it would have adopted the franchise and each section, subsection, sentence, clause or phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses or phrases be declared invalid. PASSED this day of , 2017. ATTEST: Christina M. Scipioni, City Clerk 9 CITY OF EAGAN Mike Maguire, Mayor ACCEPTANCE OF GAS FRANCHISE ORDINANCE. Whereas, the Company anticipates that the City of Eagan will consider the foregoing ordinance (the "Ordinance") entitled: AN ORDINANCE OF THE CITY OF EAGAN, MINNESOTA, GRANTINGNORTHERN STATES POWER COMPANY, A MINNESOTA CORPORATION, ITS SUCCESSORS AND ASSIGNS, A NONEXCLUSIVE FRANCHISE TO CONSTRUCT, OPERATE, REPAIR AND MAINTAIN FACILITIES AND EQUIPMENT FOR THE TRANSMISSION AND SALE OF GAS FOR PUBLIC AND PRIVATE USE AND TO USE THE PUBLIC GROUND OF THE CITY OF EAGAN, MINNESOTA, FOR SUCH PURPOSE; AND, PRESCRIBING CERTAIN TERMS AND CONDITIONS THEREOF. Whereas, provisions of the Ordinance require the Company to file a written acceptance with the City by the acceptance deadline, which shall be 60 days after the effective date; and Whereas, the terms and provisions of the Ordinance are acceptable to the Company; NOW, THEREFORE, Northern States Power Company, a Minnesota corporation, for itself and for its successors and assigns, does hereby accept all the terms and conditions of the Ordinance. In witness whereof, Northern States Power Company, a Minnesota corporation, has caused these presents to be executed i its name by its duly authorized persons and its seal to be hereto affixed this day of 2017. STATE OF RC hneSs) ) ss. COUNTY OF {-1(9AYIQ +n ) The fore Northern States Power Company, a Minne orporation By: Its: By: Its: oin w. acknowledged before me this Itf-Lday of dui,, , 2017, and . , , the or64.-e„ 44d by - of Northern States Power Company, a Minne ota corporatio r, on behalf of the corporation. ofary Public TARA M STOFFEL Notary Public Minnesota My Commission Expires ,fan 31,'2021 10 CITY OF EAGAN ORDINANCE NO. AN ORDINANCE OF THE CITY OF EAGAN, MINNESOTA, GRANTING NORTHERN STATES POWER COMPANY, A MINNESOTA CORPORATION, ITS SUCCESSORS AND ASSIGNS, A NONEXCLUSIVE FRANCHISE TO CONSTRUCT, OPERATE, REPAIR AND MAINTAIN FACILITIES AND EQUIPMENT FOR THE TRANSMISSION AND SALE OF GAS FOR PUBLIC AND PRIVATE USE AND TO USE THE PUBLIC GROUND OF THE CITY OF EAGAN, MINNESOTA, FOR SUCH PURPOSE; AND, PRESCRIBING CERTAIN TERMS AND CONDITIONS THEREOF. The following is the official summary of Ordinance No. approved by the City Council of Eagan on This ordinance granting a gas franchise to Northern States Power Company. The new, nonexclusive, franchise will be in effect for a period of 20 years. This ordinance sets forth all the terms and regulations related to the franchise granted herein. A printed copy of the ordinance is available for inspection by any person during regular office hours in the office of the City Clerk at City Hall, 3830 Pilot Knob Road, Eagan, Minnesota 55122. 11 Agenda Information Memo July 31, 2017, Eagan City Council Meeting CONSENT AGENDA T. Findings of Fact, Conclusions & Resolution of Denial — Variance for 1815 Diffley Road Action To Be Considered: To adopt Findings of Fact, Conclusions & Resolution of Denial of a request for Variance to allow illumination on the face of the gas pump canopy for the convenience gas station located at 1815 Diffley Road. Facts: At its regular meeting on July 18, 2017, the City Council directed the City Attorney to prepare Findings of Fact, Conclusions & Resolution of Denial regarding the proposed LED canopy illumination. > The City Council consensus there was no practical difficulty to support deviating from the City Code. Issues: 60 -Day Agency Action Deadline: August 28, 2017 Attachments: (1) CT -1 Draft Findings of Fact, Conclusions & Resolution of Denial BEFORE THE CITY COUNCIL CITY OF EAGAN, DAKOTA COUNTY, MINNESOTA In Re: Application for Approval of a Variance Allowing an Illuminated Stripe on Four Sides of a Gas Canopy Located at 1815 Diffley Road FINDINGS OF FACT, CONCLUSIONS AND RESOLUTION FOR DENIAL This matter came before the Eagan City Council ("Council") at its meeting of July 18, 2017. The Council received and considered the June 23, 2017 Planning Report; input from the City of Eagan ("City") staff; and all existing files, records and prior proceedings and material as presented to the Council. Based upon all the files, records and input presented at the meeting, the Council makes the following Findings of Fact, Conclusions and Resolution. FINDINGS OF FACT 1. Elias Saman, Diffley RE Holdings (the "Applicant") submitted an application for approval of a variance allowing an illuminated stripe on four sides of a gas canopy, which provides overhead cover for gas pumps, located at 1815 Diffley Road (the "Business"). 2. The Business is in a NB, Neighborhood Business zone. 3. The Applicant proposes an LED illuminated stripe around the perimeter of the gas canopy, along with a face lit Helios button (BP logo) on two elevations of the gas canopy. 4. City Code limits illumination on a canopy to the business name or logo. 5. The proposed variation of an illuminated stripe on four sides of the canopy is a deviation from City Code standard. 6. City Code Chapter 11, Section 11.50, Subd. 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, the Applicant must establish that there are practicable difficulties in complying with the provisions(s) of this Chapter. 7. Pursuant to City Code Chapter 11, Section 11.50, Subd. 3 (A), "[p]ractical difficulties as used in conjunction with the granting of a variance, means that the applicant proposes to use the property in a reasonable manner not permitted by the zoning provisions of this Code; the plight of the applicant is due to circumstances unique to the property not created by the applicant; and the variance, if granted, will not alter the essential character of the locality. Economic considerations alone do not constitute practical difficulties." 8. The Applicant is requesting the variance due to concerns with visibility. 9. The Applicant also requested four other variances for the property, which have been considered and approved. CONCLUSIONS 1. This matter is properly brought before the Eagan City Council. 2. Pursuant to Chapter 11, Section 11.70, subd. 28 (E)(11) of the Eagan City Code, illumination on a canopy is limited to the business name and/or logo. 3. The Applicant's illuminated stripe band is part of its branding. 4. The Applicant has failed to articulate a practicable difficulty that is unique to the property. 5. The Business is near a residential neighborhood zoning district and the Business should maintain a neighborhood feel instead of a shopping area feel. 6. Granting approval of a variance in this case would be inconsistent with City Code. RESOLUTION The City Council of the City of Eagan does hereby resolve that the Applicant's request for approval of a variance allowing an illuminated stripe on four sides of a gas canopy located at 1815 Diffley Road is hereby denied. Dated at Eagan, Minnesota this day of , 2017. CITY OF EAGAN By: Mike Maguire Its: Mayor By: Christina Scipioni Its: City Clerk Agenda Information Memo July 31, 2017, Eagan City Council Meeting CONSENT AGENDA U. Approve Findings of Fact and Resolution that the City of Eagan has satisfied requirements of the Alternative Urban Areawide Review and mitigation plan for the Cedar Grove Redevelopment District Actions To Be Considered: Approve Findings of Fact and Resolution that the City of Eagan has satisfied requirements of the Alternative Urban Areawide Review and mitigation plan for the Cedar Grove Redevelopment District. Facts: In 2001, the City approved a redevelopment plan and tax increment financing district for a 250 acre area encompassing the Cedarvale area and portion of the area north of Highway 13 (the "Cedar Grove Redevelopment Area"). ➢ On November 7, 2002, the Council, as the Responsible Government Unit (RGU), adopted a final Alternative Urban Areawide Review (AUAR) and mitigation plan as a substitute form of environmental documentation for the Cedar Grove Redevelopment Area. ➢ Since adoption of the AUAR in 2002, the City as the RGU has reviewed the individual developments to determine consistency with the development scenario analyzed in the AUAR and the sufficiency of the measures included in the mitigation plan. The City has entered into a purchase agreement for Parcel I, the last remaining City -owned parcel in the Cedar Grove Redevelopment Area. All development that has occurred, is currently under construction, or is proposed is within the parameters of the development scenario analyzed in the AUAR. Appropriate mitigation strategies identified in the AUAR have been implemented. ➢ Any additional development, not currently proposed or contemplated, is expected to be consistent with the development scenario analyzed in the AUAR. ➢ The City as the RGU has concluded that the requirements of the Cedar Grove Redevelopment Area AUAR and mitigation plan have been fully satisfied and no further updates of the AUAR and mitigation plan are necessary. Attachments: (4) CU -1 AUAR Development Map CU -2 Findings of Fact, Conclusions, and Resolution CU -3 Cedar Grove Redevelopment Area Update CU -4 Final Development Comparison Table Office/warehouses TwiTCities Premium Outlets 2014 Cedar GroveTown_ home 2015-2017 Cedar Grove AUAR Final Land Use and Development June 2017 Legend Programmed Development Potential Redevelopment AUAR Area and Sub -Areas Parcels Parks 0 500 1,000 Feet BEFORE THE CITY COUNCIL CITY OF EAGAN, DAKOTA COUNTY, MINNESOTA In Re: City of Eagan ("City") Cedar FINDINGS OF FACT, Grove Alternative Urban Areawide CONCLUSIONS AND Review ("AUAR") and Mitigation Plan RESOLUTION This matter came before the Eagan City Council ("Council") at its meeting of , 2017. The Council received and considered the most recent AUAR Report; the AUAR Development Map; the initial AUAR Report; the Final Development Scenario Comparison; and input from City staff. Based upon all the files, records and input presented at the meeting, the Council makes the following Findings of Fact, Conclusions and Resolution. FINDINGS OF FACT 1. In 2001, the City approved a redevelopment plan and tax increment financing district for a 250 acre area encompassing the Cedarvale area and portion of the area north of Highway 13 (the "Cedar Grove Redevelopment Area"). 2. On November 7, 2002, the Council, as the Responsible Government Unit ("RGU"), adopted a final AUAR and mitigation plan as a substitute form of environmental documentation for the Cedar Grove Redevelopment Area. 3. The RGU is required to update the AUAR and mitigation plan if any of the circumstances of Minnesota Rule 4410.3610, Subp. 7 (A) — (H) apply. 4. Since adoption of the AUAR in 2002, the City and RGU has reviewed the individual developments to determine consistency with the development scenario analyzed in the AUAR and the sufficiency of the measures included in the mitigation plan. 5. The Cedar Grove Redevelopment Area was divided into three sub areas: Sub Area 1, Sub Area 2, and Sub Area 3. ANALYSIS OF SUB AREA 1 6. Sub Area 1 contained three parcels, Parcels A — C, to be developed under the AUAR and mitigation plan. 7. The Wingfoot Tire Center remains on eight acres of part of Sub Area 1, Parcel A and is considered a redevelopment potential to office/showroom land use with no imminent redevelopment plan. 8. The Minnesota Autism Center School ("MAC") moved into Sub Area 1, Parcels B and C, and it expanded by adding a new 36,000 square foot classroom addition on approximately 6 acres. 9. MAC will develop a specialized training school on Sub Area 1, Parcel C in 2018. 10. The MAC developments on Parcels B and C did not increase the development intensity of the original scenario for these sites. 11. The remainder of Sub Area 1 includes a 46 -unit multifamily condominium and two office/warehouse buildings constructed in 2005 and two large office/warehouse buildings that existed prior to creation of the redevelopment district. ANALYSIS OF SUB AREA 2 12. Sub Area 2 contains nine parcels, Parcels A — I, to be developed in accordance with the AUAR and mitigation plan. 13. In 2010, a transit station was completed on Sub Area 2, Parcel A. No additional capacity is expected in the near future. 14. In 2014, the 400,000 square foot Twin Cities Premium Outlet Center and an additional 1,500 space parking garage was completed on Sub Area 2, Parcel B. 15. Sub Area 2, Parcel C is currently under construction as a 174 -unit active senior rental housing facility. 16. Sub Area 2, Parcel D has a purchase agreement approved for a 150 -unit rental apatlment and 7,500 square foot restaurant space, which are consistent with the original use and scope of the AUAR. 17. Development on Sub Area 2, Parcel E is complete with the Nicols Ridge Townhome development. 18. Sub Area 2, Parcel F is near completion with 44 additional townhomes by another developer. 19. Sub Area 2, Parcels G and I are planned for hotel developments with Parcel G under construction as a 119 -room hotel and Parcel I under a purchase agreement for a proposed 109 -room hotel. ANALYSIS OF SUB AREA 3 20. Sub Area 3 has five parcels, Parcels A — E, to be developed under the AUAR and mitigation plan. 2 21. Sub Area 3, Parcel A was absorbed as additional parking for an existing business. 22. Sub Area 3, Parcel B is a 193 -unit rental apartment building known as the Flats at Cedar Grove, that opened in 2015. 23. A 6 -unit townhome is under construction on Sub Area 3, Parcel C. 24. Sub Area 3, Parcel D is a 25 -unit youth housing unit facility that was completed in 2015. 25. Sub Area 3, Parcel E is a 129 -unit senior housing facility. 26. The remainder of Sub Area 3 includes existing commercial businesses and residential uses that are not expected to redevelop as part of the Cedar Grove Redevelopment Area. ANALYSIS OF TRAFFIC IMPROVEMENTS 27. In 2005, the City conducted an interim traffic analysis to assess changes in traffic impacts because of differences in how various properties were developed compared to the 2002 AUAR. 28. Significant roadway capacity improvements identified in the AUAR (with subsequent updates in 2009 and 2012) were completed for the following intersections: TH 13 and Silver Bell Road, Silver Bell Road and Cedar Grove Parkway/ Nicols Road, Silver Bell Road and Blackhawk Road, Nicols Road and Cedar Grove Parkway, TH 77 West Ramps and Diffley Road, TH 77 East Ramps and Diffley Road, Diffley Road and Nicols Road. 29. In 2012, the City updated and adopted the traffic mitigation portion of the AUAR, concluding that roadways and intersections in the AUAR study area were determined to provide adequate levels of service for current and future development through 2030. ANALYSIS OF STORM WATER AND ENVIRONMENTAL IMPACTS 30. The 2002 AUAR and mitigation plan identified water -related resources of concern in the AUAR study area including the Minnesota River (an impaired water), Harnack Creek and Kennealy Creek (both designated trout streams and special waters), and the Nicols Meadow Fen. 31. The 2002 AUAR and mitigation plan measures included the following: low impact development practices in the Harnack Creek and Kennealy Creek sub -watersheds, with infiltration of runoff volume for rainfall events up to one inch for the development parcel in the Harnack Creek sub -watershed (located in the western portion of Sub Area 1) and up to 0.4 inches in the eastern Kennealy Creek sub -watershed (located in the eastern portion of Sub Area 1); storm sewer improvements within the Nicols Road sub -watershed (located in the central portion of Sub Area 1) to protect Nicols Meadow Fen from erosion; and standard water quality mitigation (pond) in the Nicols Road sub -watershed (central portion of Sub -Area 1) as 3 development proceeds and proactive construction of a pond within the largest sub -watershed south of TH 13 (Sub -Area 3). 32. The eastern Kennealy Creek sub -watershed has been completed along with construction of water quality ponding and infiltration occurring within the ponds. 33. The recommended storm sewer improvements in the Nicols Road sub -watershed have been implemented. 34. Development has occurred within the TH 13 sub -watershed along with construction of the recommended pond along the south side of TH 13. 35. Since the 2002 AUAR and mitigation plan, the overall regulatory environment and general design goals for storm water management have changed and the documents outlining design and mitigation requirements have been updated. 36. The City's Storm Water Management Plan, dated December 2005 and revised July 2007, and the 2007 Water Quality and Wetland Management Plan are the City's local surface water management plan and will be updated in 2017. 37. The Lower Minnesota River Watershed District 2011 Management Plan, with the City as the local governing unit ("LGU"), is the governing document for the watershed district. 38. The Gun Club Watershed Management Organization, with the City as the LGU, requires plan review and approval to ensure that its goals are being met by proposed development plans, which is consistent with the 2002 AUAR and mitigation plan. 39. For sites generating one acre or more of cumulative new impervious area, the National Pollution Discharge Elimination System ("NPDES") permit requires that the water quality volume for projects draining to special or impaired waters be one inch of runoff from new impervious (e.g. infiltration where site conditions permit). 40. The NPDES requirement serves the 2002 AUAR goals. 41. The Cedar Grove Redevelopment Area is adjacent to the Minnesota River Valley and Nicols Meadow Fen Complex. 42. No filling or draining of the fen or wetlands occurred as a result of the redevelopment of the AUAR study area. 43. The recommended storm water management mitigation to protect the sensitive wetlands has been completed and will be maintained. 44. The Nicols Meadow Fen Complex provides habitat for a number of rare and endangered plant and animal species, including Blanding's turtles 4 45. The mitigation of potential surface water and erosion/sedimentation impacts, serve to protect wildlife habitat areas, such as the Nicols Meadow Fen Complex. 46. Original Phase I and II Environmental Site Assessments were completed in 2005 and 2006, respectively, for the core redevelopment area bounded by Hwy 13, Cedar Avenue, and Cedar Grove Parkway. 47. The RGU acting as the City's Economic Development Authority ("EDA") acquired and demolished a significant portion of the core redevelopment area and performed extensive environmental investigation on properties identified in Phase I reports with an indicated Recognized Environmental Concern (REC). 48. Purchase agreements with developers required the EDA to deliver a clean site or take financial responsibility for required mitigation efforts identified in a Response Action Plan (RAP) specific to any development within the Cedar Grove Redevelopment Project. 49. Anticipated flows under the final development scenario remain consistent with the City's 2007 Water Supply and Distribution Plan. 50. Improvements were made to the water main within the area as part of street improvements along Cedar Grove Parkway to address concerns regarding adequacy of the water system. 51. The exiting water and sanitary sewer capacity is adequate to address the needs of the proposed development. 52. The Cedar Grove Redevelopment Area falls within the Noise Zone 4 and the adjacent one -mile buffer (effectively the buffer is an extension of Noise Zone 4). 53. In 2009, the City adopted an overlay district for Noise Zones and buffer areas in accordance with Metropolitan Council Guidelines for Land Use Compatibility with aircraft noise. 54. Residential uses (excluding hotel uses) are considered provisional and/or conditional, and are subject to noise attenuation measures to achieve a maximum indoor noise level of 45 decibels and will be a requirement of permitting for a new residential development in the Cedar Grove Redevelopment Area. 55. The City added Bridgeview Park inside the AUAR area to better serve the new higher density neighborhood created with the core area of redevelopment. 56. A trail network within the core area is nearly complete around all internal blocks and connecting to the transit station. 57. The City and Dakota County's Regional Rail Authority is currently completing the Cedar Avenue Transitway Study that will, among other things, look at enhancing both 5 pedestrian and bike connections to the transit station within and around the Cedar Grove Redevelopment area. 58. In 2009, the RGU updated and adopted the AUAR and mitigation plan as required by MN Rules 4410.2610, Subp. 7(A), implementing a revised development scenario for the Cedar Grove Redevelopment Area. 59. While there have been several development scenarios since the original AUAR adoption in 2002, the mix of uses has remained relatively the same with only varying degrees of shifting intensity that were analyzed with subsequent updates. 60. Land used described in the AUAR and mitigation plan is consistent with the final development scenario. 61. The RGU has given final approval for all development within Cedar Grove Redevelopment Area. 62. The RGU considers development within the Cedar Grove Redevelopment Area to be substantially complete. 63. No changes in the proposed development, planned public facilities, or assumptions about background conditions were of a nature or degree that would require revisions to the AUAR and mitigation plan under Minnesota Rules 4410.3610, Subp. 7. CONCLUSIONS 1. This matter is properly brought before the Eagan City Council. 2. Since its inception, the RGU has updated the AUAR and mitigation plan as required by Minnesota Rule 4410.3610, Subp. 7. 3. The RGU considers the actual development of the Cedar Grove Redevelopment Area to be substantially complete. 4. Future development of parcels within the Cedar Grove Redevelopment Area that have not been redeveloped to date are hereby deemed not connected actions or phased actions to the redevelopment of the Cedar Grove Redevelopment Area. 5. Any further development of the land area originally analyzed as part of the Cedar Grove Redevelopment Area is subject to compliance with any required environmental review as may be mandatory or required in the discretion of the RGU. 6 RESOLUTION The City Council of the City of Eagan does hereby resolve that the RGU has complied with and satisfied in full the requirements of the AUAR and mitigation plan and is no longer required to update the AUAR and mitigation plan. Dated at Eagan, Minnesota this day of , 2017. CITY OF EAGAN By: Mike Maguire Its: Mayor By: Christina M. Scipioni Its: City Clerk 7 Introduction The Cedar Grove Redevelopment project was an effort by the City of Eagan and its Economic Development Authority (EDA) to redevelop the former Cedarvale business area located in the southeast quadrant of Highway 13 and Highway 77 (Cedar Avenue). In 2001, the City of Eagan approved a Redevelopment Plan and Tax Increment Financing District for a 250 acre area encompassing the Cedarvale area and also a portion of the area north of Hwy 13. By December 2016, enough significant development had either occurred or received approval within the Cedar Grove Redevelopment Area for the RGU to consider the development complete. The following memo provides a brief summary of the final development scenario within each sub -area and final mitigation efforts that have occurred in response to the development relating to traffic, surface water, wetlands, environmental remediation, wildlife habitat, and other more minor issues. Background On November 7, 2002, the Eagan City Council, as the Responsible Unit of Government (RGU), adopted a Final AUAR along with the 2002 Mitigation Plan as a substitute form of environmental documentation for the development of the area. An interim traffic analysis was conducted in 2005 to assess changes in traffic impacts due to differences in how various properties developed compared to the 2002 AUAR. In December of 2009, the City of Eagan updated the AUAR as required by MN Rules 4410.3610, Subpart 7(A), implementing a revised development scenario within the study area. As major development plans were being initiated for the area in 2012, the City again updated the traffic mitigation portion of the plan. The form and land use for the area is nearing its full development potential with substantial projects completed by 2015 with additional infill projects now underway or planned for construction within the next year. While several variations of conceptual plans have been approved by the City's EDA over the past 15 years, the general parameters for the redevelopment area had purposely remained flexible to accommodate changes in market demand. No changes in proposed development, planned public facilities, or assumptions about background conditions were of a nature or degree that would have required revisions to the AUAR under MN Rules 4410.3610, Subpart 7(B -H). Final Development Scenario While there have been several development scenarios since the original AUAR adoption in 2002, the mix of uses has remained relatively the same with only varying degrees of shifting intensity that were analyzed with subsequent updates. The final development scenario is currently 96% fully developed or in in final development stages. A comparison with the 2009 AUAR update scenario is include in Table 1. The AUAR Study Area was divided into three sub- areas for analysis and a brief summary of completed and remaining development is provided below. Sub Area 1 The Minnesota Autism Center School moved into the former Tesseract School within this area and expanded adding a new 36,000 square foot classroom addition on approximately 6 acres of what was formerly part of future development parcel A. Additionally, the school will develop former parcel B with a 20,000 square foot specialized training school. Both developments did not increase the development intensity of the original scenario for these sites. The Wingfoot Tire Center remains on part of approximately 8 acres of parcel A and is considered a redevelopment potential to office/showroom land use, but no redevelopment plan is imminent. The remainder of the site includes a 46 -unit multifamily condominium and two office/warehouse buildings constructed in 2005, and two large office/warehouse buildings that existed prior to creation of the redevelopment district. Sub Area 2 Sub -Area 2 contains the 400,000 square foot Twin Cities Premium Outlet Center (Parcel B) and 1,500 space parking garage (Parcel H) and were completed in 2014. 4 outlots were preserved for future development, all of which now have some level of development approval or construction occurring. Parcel C is under construction as a 174 -unit active senior rental housing facility. Parcel G and I are planned for hotel developments with parcel G under construction as a 119 -room hotel. Parcel D has a purchase agreement approved for a 150 -unit rental apartment and 7,500 square foot restaurant space which are consistent with the original use and scope of the AUAR. Parcel E was completed with additional townhomes as part of Nicols Ridge and Parcel F is near completion with 44 additional townhomes by another developer. A neighborhood park was completed between both parcels. The Transit Station located on parcel A opened in 2010 and recently completed an addition to operate as a center running station along Cedar Avenue. No additional capacity is expected in the near future for this station. A one acre parcel has additional development potential within Parcel C, however, the site is expected to develop in the future as possible medium density residential with no anticipated impacts to the mitigation plan. Sub -Area 3 Sub -Area 3 includes the 193 -unit Flats at Cedar Grove rental apartment building (parcel B) that opened in June 2015. The site also includes two existing businesses that remained in place through the redevelopment. Parcel A was absorbed as additional parking for an existing business. A 6 -unit townhome is under construction on parcel C. Parcel D contains a 25 -unit youth housing facility completed in 2012 and parcel E contains a 129 unit senior housing facility completed in 2004. The remainder of the site includes existing commercial businesses and residential uses that are not expected to redevelop as part of this project. Impact Analysis Update Since adoption of the 2002 AUAR, the City has reviewed individual developments as they have been proposed to determine (a) consistency with the development scenario analyzed in the 2002 AUAR and (b) the sufficiency of the measures included in the 2002 Mitigation Plan to address relevant impacts. The following will briefly summarize the mitigation efforts to date and address efforts or mitigation tools in place to accomplish those efforts for the few remaining potential development areas. Traffic Significant roadway capacity improvements identified in the AUAR (and with subsequent updates in 2009 and 2012) were completed, at the following intersections: • TH 13 and Silver Bell Road • Silver Bell Road and Cedar Grove Parkway/ Nicols Road • Silver Bell Road and Blackhawk Road • Nicols Road and Cedar Grove Parkway • TH 77 West Ramps and Diffley Road • TH 77 East Ramps and Diffley Road • Diffley Road and Nicols Road With update in 2012, and preparation of a separate Travel Demand Management Plan (SRF 2014), all roadways and intersections in the AUAR study area were determined to provide adequate levels of service for current and future development through 2030. Surface Water (Water Quality/Quantity) The 2002 AUAR identified water -related resources of concern in the AUAR study area including the Minnesota River (an impaired water), Harnack Creek and Kennealy Creek (both designated trout streams and special waters), and the Nicols Meadow Fen. The 2002 AUAR assessed the potential for effects due to storm water runoff and nutrient loading within five sub -watersheds in the AUAR study area. These sub -watersheds included Harnack Creek sub -watershed, Nicols Road sub -watershed, Kennealy Creek sub -watershed, TH 13 sub -watershed, and Pond AP -1 sub - watershed. See Figure 4 in Appendix A. The overall objective of the 2002 AUAR Mitigation Plan for potential storm water impacts was to achieve run off volume and phosphorus loading no greater than and, if possible, less than existing conditions at the time. The mitigation plan had additional objectives to avoid thermal impacts to the trout streams, to contribute to recharge of the groundwater that supplies base flow to the trout streams, and to project Nicols Meadow Fen from impacts due to erosion. The 2002 AUAR Mitigation Plan measures included: • Low impact development practices in the Harnack Creek and Kennealy Creek sub - watersheds, with infiltration of runoff volume for rainfall events up to one inch for the development parcel in the Harnack Creek sub -watershed (located in the western portion of Sub -Area 1) and up to 0.4 inches in the eastern Kennealy Creek sub - watershed (located in the eastern portion of Sub -Area 1). • Storm sewer improvements within the Nicols Road sub -watershed (located in the central portion of Sub -Area 1) to protect Nicols Meadow Fen from erosion. • Standard water quality mitigation (pond) in the Nicols Road sub -watershed (central portion of Sub -Area 1) as development proceeds and proactive construction of a pond within the largest sub -watershed south of TH 13. (Sub -Area 3). Development and Infrastructure Improvements Since 2002 Since 2002, the proposed development within the eastern Kennealy Creek sub -watershed has been completed along with construction of water quality ponding, and with infiltration occurring within the ponds, the discharge into the creek would be minimal. The recommended storm sewer improvements in the Nicols Road sub -watershed have been implemented. Development has occurred within the TH 13 sub -watershed along with construction of the recommended pond along the south side of TH 13. Current Regulatory Environment The applicable regulating agencies for water resources are unchanged since 2002. While the overall regulatory environment and general design goals for storm water management have changed, and documents outlining design and mitigation requirements have been updated since the 2002 AUAR. These updated documents and their relationship to the proposed development are described below: • The Storm Water Management Plan, City of Eagan, December 2005 (Revised July 2007) and the 2007 Water Quality and Wetland Management Plan constitute the City's local surface water management plan, and will be updated in 2017. The water quality plan, and current City code, require infiltration of the first 1.1 inch of storm water runoff from any rainfall event. Current policy and code allow for modification of this requirement based on circumstances such as soil suitability and potential for groundwater contamination. • At present, the Lower Minnesota River Watershed District 2011 Management Plan, with the City of Eagan as the Local Governing Unit (LGU), is the governing document for the watershed district. The district encourages the use of temporary surface storm water storage facilities and infiltration techniques wherever practical and environmentally sound. • The Gun Club Watershed Management Organization, with the City of Eagan as the LGU, requires plan review and approval to ensure that the WMO goals are being met by proposed development plans. This review requirement was also in place at the time of the 2002 AUAR. • For sites generating one acre or more of cumulative new impervious area, the National Pollution Discharge Elimination System (NPDES) permit requires that the water quality volume for projects draining to special or impaired waters be one inch of runoff from new impervious (infiltration where site conditions permit). As with the City's water quality plan, this requirement serves the 2002 AUAR design goals. Wetlands As noted, the study area is adjacent to the Minnesota River Valley, including the Nicols Meadow Fen Complex. The fen had suffered degradation due to storm water discharge and dewatering, primarily before the time of preparation of the initial AUAR (2002). No filling or draining of the fen or wetlands occurred as a result of the redevelopment of the AUAR study area. Recommended storm water management mitigation to protect the sensitive wetlands have been completed and will be maintained. Wildlife Habitat The project area is adjacent to the Minnesota Valley National Wildlife Refuge. The fen described above provides habitat for a number of rare and endangered plant and animal species, including Blanding's turtles. The mitigation of potential surface water and erosion/sedimentation impacts, described under "Surface Water," serve to protect these wildlife habitat areas. Environmental Hazards Original Phase I and II Environmental Site Assessments were completed in 2005 and 2006, respectively, for the core redevelopment area bounded by Hwy 13, Cedar Avenue and Cedar Grove Parkway. The potential contaminants identified include ash and slag, industrial/commercial/household refuse, demolition and construction debris, and leaks/spills from former auto repair related businesses. The RGU acting as the City's EDA acquired and demolished a significant portion of the core redevelopment area and performed extensive environmental investigation on properties identified in Phase I reports with an indicated Recognized Environmental Concern (REC). Purchase agreements with developers required the EDA to deliver a clean site or take financial responsibility for required mitigation efforts identified in a Response Action Plan (RAP) specific to the development. A summary of environmental mitigation activity for each parcel identified with an REC is included with this memo. Dakota County assisted with investigations of ground water contamination in and around the former Instant testing site with the development of Bridgeview Park and the Cedar Grove Townhomes. In addition, investigations were conducted by private developers along other properties south of Cedar Grove Parkway relating to the Nicols Ridge Townhome development. As part of construction of the Cedar Grove Transit Station, fill was removed and handled according to MPCA procedures. The former Rudy's Sinclair station now located on vacant property at the southeast corner of Nicols Road and Eagan Outlets Parkway, was thoroughly investigated for petroleum contamination and soil vapor contaminants by the EDA. The site will require a Response Action Plan when development plans are finalized for this parcel. The City will continue to require developers to thoroughly investigate sites and develop and implement appropriate cleanup plans in compliance with City and State ordinances. Water Use/Wastewater Flow Anticipated flows under the final development scenario remain generally consistent with the City's 2007 Water Supply and Distribution Plan. Improvements were made to the water main within the area as part of street improvements along Cedar Grove Parkway to address concerns regarding adequacy of the water system. The exiting water and sanitary sewer capacity is adequate to address the needs of the proposed development. Noise The entire AUAR study area falls within Noise Zone 4 and the adjacent one -mile buffer (effectively the buffer is an extension of Noise Zone 4). In 2009, the City adopted an overlay district for Noise Zones and buffer areas in accordance with Metropolitan Council Guidelines for Land Use Compatibility with aircraft noise. Residential uses (excluding hotel uses) are considered provisional and/or conditional, and are subject to noise attenuation measures to achieve a maximum indoor noise level of 45 decibels. These measures will be a requirement of permitting for new residential development in the AUAR study area. Parks and Trails Bridgeview Park is a new park added inside the AUAR area to better serve the new higher density neighborhood created with the core area of redevelopment. Additionally, a trail network within the core area is nearly complete around all internal blocks and connecting to the transit station. This remaining segments of the system will be completed with final development. The City, along with Dakota County's Regional Rail Authority is currently completing the Cedar Ave Transitway Study that will, among other things, look at enhancing both pedestrian and bike connections to the transit station within and around the AUAR area. The results of the Study will be used to guide current and future connections and improvements. Compatibility with Plans The AUAR Study area is included in a Special Area as part of the City's 2030 Comprehensive Plan. Land Uses described in the plan are consistent with the final development scenario described with this document. While the City adopted a specific zoning designation Cedar Grove District (CGD) within the redevelopment area, it has been the City's practice to approve a Planned Development as development occurs in the area to account for minor variations with each proposed project. The City is currently in the process of updating its 2040 Comprehensive Plan and will include an adjusted forecasts for the area based on changes in land use since the 2009 update. Table 1 Cedar Grove AUAR 2009 and Final Development Scenario Comparison Site 2009 AUAR Update Scenario Final Development Scenario Land Use Size Land Use Size Sub Area 1 Site A Office/showroom 170,000 sq ft Office/showroom 75,000 sq ft Site B Office 175,000 sq ft Office/Classroom 48,000 sq ft Site C Office 16,000 sq ft Office/Classroom 22,000 sq ft Existing Uses to Remain School 35,800 sq ft School 35,800 sq ft Office 100,340 sq ft Office 100,340 sq ft Warehouse 235,000 sq ft Warehouse 235,000 sq ft Residential condos 46 units Residential condos 46 units Office/warehouse 16,800 sq ft Office/warehouse 16,800 sq ft Office/warehouse 81,000 sq ft_Office/warehouse 81,000 sq ft Sub Area 2 Site A Transit Station 360 spaces Transit Station (c ) 60 spaces * Site B Residential high density (senior) 150 units Residential high density 695 units Retail/Commercial 50,000 sq ft Outlet Mall/retail (c) 400,000 sq ft Site C Residential high density (senior) (u) 174 units Site D Residential High Density (p) 150 units Site 0 Restaurant (p) 7,500 sq ft Site G Hotel (u) 119 rooms Site H Parking garage (c) 1,500 spaces Site I Hotel (p) 120 rooms Site E Residential med density 168 units Residential med density (c) 54 units Site F Residential med density (u ) 44 units park Existing/ Completed Uses to Residential med density 62 units Residential med density (c) 62 units Sub Area 3 . Site A Retail/Commercial 16,000 sq ft parking Site B Hotel 166 rooms Residential high density 193 units Site B Retail/commercial 11,000 sq ft Site C Residential med density 6 units Site D Youth supportive housing 25 units Youth supportive housing 25 units Site E Residential high density (Senior) 129 units Residential high density (Senior) 129 units Existing/ Completed Uses to Remain Retail/Commercial 73,000 sq ft Restaurant 12,600 sq ft Retail/Commercial 73,000 sq ft Restaurant 12,600 sq ft Changes from 2009 to Final (c) Completed (p) Planned/pending (u) under construction * designed for expansion but unlikely given 2010-2017 use trends office Retail Hotel HD Residential MD Residential (216,000) sq ft 352,000 sq ft 73 rooms (378) units (50) units Agenda Information Memo July 31, 2017, Eagan City Council Meeting CONSENT AGENDA V. Approve a Temporary On -Sale Liquor License and waive the license fee for the Church of St. Thomas Becket on September 10, 2017 at 4455 South Robert Trail. Action To Be Considered: To approve a temporary on -sale liquor license and waive the license fee for the Church of St. Thomas Becket on September 10, 2017 at 4455 South Robert Trail. Facts: ➢ The Church of St. Thomas Becket has requested a temporary on -sale liquor license be issued to them for their Fall Festival on September 10, 2017. The event will be held on the Church grounds, located at 4455 South Robert Trail. ➢ The Church of St. Thomas Becket has requested that the $150.00 license fee be waived. ➢ The application form has been submitted and deemed in order by staff. Following Council approval, the application will be forwarded to the Department of Public Safety — Alcohol and Gambling Enforcement Division for final approval. Attachments: (0) Agenda Information Memo July 31, 2017, Eagan City Council Meeting CONSENT AGENDA W. Approve Resolution to temporarily extend the licensed premise of the On -Sale Taproom License issued to Bald Man Brewing LLC on August 25 and 26, 2017 at 2020 Silver Bell Road Action To Be Considered: To approve a resolution to temporarily extend the licensed premise of the On -Sale Taproom License issued to Bald Man Brewing LLC on August 25 and 26, 2017 at 2020 Silver Bell Road Facts: ➢ Bald Man Brewing is planning an outdoor anniversary celebration on August 25 and 26, 2017. As part of the event, the brewery plans to set up tents in its parking lot. ➢ Per City Code, the taproom license held by Bald Man Brewing only allows the sale of alcohol within the building and on its patio. City Code Chapter 5.07 allows the City Council to temporarily extend an establishment's licensed premise as long as the establishment meets all Code requirements. ➢ Bald Man Brewing has submitted an application to temporarily extend its licensed premise. The application has been reviewed and deemed in order by City staff and the Police Department. No reason was found to deny the temporary extension of the taproom license. ➢ Bald Man Brewing is also required to apply for a building permit to construct the tents. Attachments: (1) CW -1 Resolution RESOLUTION CITY OF EAGAN NO. APPROVAL OF APPLICATION TO EXTEND THE LICENSED PREMISES FOR BALD MAN BREWING, LLC. ON AUGUST 25 AND 26, 2017 AT 2020 SILVER BELL RD WHEREAS, the City of Eagan (the "City") has issued a license for the sale of alcoholic beverages to Bald Man Brewing, Inc. (the "Licensee"); and WHEREAS, the Licensee has submitted an application to temporarily extend the licensed premises to include the service of alcohol in an additional outdoor area of the licensed premises (depicted in attachment A) for the purposes of conducting an outdoor event on August 25 and 26, 2017; and WHEREAS, Chapter 5, Section 5.07 of the Eagan City Code allows the City Council to temporarily extend the licensed premises to include any outdoor area located on the property of the licensed premises subject to the applicable provisions of Chapter 10 and Chapter 11 of the City Code provided that specific terms and conditions as set forth in Section 5.07 are met; and NOW, THEREFORE, BE IT RESOLVED that the City Council of Eagan, Dakota County, Minnesota, hereby approves Bald Man Brewing, Inc.'s application for a temporary extension of the taproom license for August 25 and 26, 2017 at the licensed premises of 2020 Silver Bell Rd. Motion by: Seconded by: Those in favor: Those against: Dated: July 31, 2017 CITY OF EAGAN CITY COUNCIL By: Its Mayor Attest: CERTIFICATION Its City Clerk 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 31St day of July, 2017. Christina M. Scipioni, City Clerk Attachment A 2020 Silver Bell Rd 41PIP City or tap Lakes Storm Basin Wetlands Section Numbers Aerial Street Names amnia a 5 t, DLu t�ewlCc� T 1 in = 188 ft nN rV September B, MapPmewed byDataLink frim WSB&Associates Agenda Information Memo July 31, 2017, Eagan City Council Meeting CONSENT AGENDA: X. Adopt a Resolution Authorizing a Special Deer Season on Private Property Action To Be Considered: Approve a resolution allowing the City of Eagan to authorize a special deer season in 2017. Facts: > Citizens have been authorized to hunt deer in Eagan since the mid to late 1990's. ➢ Those interested in hunting, must possess a permit issued by the police department. ➢ Taking of deer is only allowed via bow and arrow. ➢ Hunters participating in this special season must pay an appropriate fee and can only hunt on private property with landowner permission. ➢ Eligible land parcels must meet size and zoning requirements. ➢ Permittees must pass a proficiency test with their archery equipment. ➢ The special hunt will coincide with the Minnesota Archery Season which is scheduled from September 16, 2017, thru December 31, 2017. > All hunters participating in the special hunting season must possess a 2017 State of Minnesota Archery License. Attachments: (1) X-1 Resolution RESOLUTION OF THE CITY OF EAGAN Authorize a Special Hunting Season to Manage Deer on Private Property WHEREAS, the City of Eagan has the authority to authorize a special hunt to manage wildlife. WHEREAS, the City of Eagan desires to authorize a special deer hunting season for wildlife management purposes on private parcels meeting size and zoning requirements. WHEREAS, some citizens have been authorized to take deer on private property by bow and arrow since the mid to late 1990s. WHEREAS, once a special hunt is authorized by the Mayor and Council per City Code Chapter 6.47, the Chief of Police has the discretion to issue permits to individuals who have met proficiency standards along with other criteria established by the police department. WHEREAS, citizens participating in the hunt can only take deer with a bow and arrow on private property with the owner's permission and must possess a 2017 State of Minnesota Archery Hunting License. WHEREAS, the dates of the special hunt authorized by this resolution will coincide with the Minnesota Archery Season expected to occur from September 16, 2017, through December 31, 2017. NOW THEREFORE BE IT RESOLVED that the City of Eagan adopts this resolution authorizing a special deer hunt in 2017. ADOPTED this 31St day of July, 2017. CITY OF EAGAN CITY COUNCIL By: Its Mayor Attest: Motion by: Seconded by: Those in Favor: Those Against: Date: Its Clerk Agenda Information Memo July 31, 2017 Eagan City Council Meeting PUBLIC HEARINGS A. Variance - Factory Motor Parts Action To Be Considered: To approve (or direct preparation of Findings of Fact for Denial) a Variance to the minimum greenspace and maximum building lot coverage requirements for a building addition located at 2782 Eagandale Blvd. Required Vote For Approval: ➢ Majority of Councilmembers present Facts: ➢ Factory Motor Parts is an Eagan -based company that provides original factory automotive parts to service centers, dealerships, fleets and wholesale customers across most of the western half of the United States. ➢ The company has experienced continued growth and now operates at 135 satellite locations across most of the western United States. ➢ In 2010, the company constructed a new 152,000 sf distribution facility at the subject site and has invested in automation of its receiving and distribution systems, allowing them to add new lines and increased inventory. ➢ The applicant is proposing a 55,000 sf warehouse addition and garage facility to accommodate the company's growth and maintain all operation under one roof. The proposed expansion includes paving over much the existing stormwater ponding areas at the rear of the building. Storm water is proposed to be handled through two underground stormwater chambers. ➢ Additional parking areas are proposed in the northeast and southeast corners of the site to accommodate employment growth. ➢ The site is currently well landscaped and maintained, with additional landscaping proposed to minimize visual impact of the new impervious surfaces and reduced greenspace. ➢ The proposed development will result in a building lot coverage of 48% or 13% over the 35% allowed by City Code, and reduction of greenspace to 15%, or 10% below the 25% required by City Code. Issues: ➢ None 60 -Day Agency Action Deadline: ➢ August 22, 2017 Attachments: (3) CM -1 Location Map CM -2 Planning Report CM -3 Report Exhibits HIbI-IVIEW AVE Hi§hview•Park 26 II IMit J �f Pilot Knob Park Moonshine Park 41,1/1. City of Eagan Location Map Project Name:Factory Motor Parts -Variance Request: Variance Case No.: 03 -VA -02-06-17 I I I Feet 0 500 1,000 PLANNING REPORT CITY OF EAGAN REPORT DATE: July 20, 2017 APPLICANT: RJ Ryan Co. PROPERTY OWNER: Factory Motor Parts REQUEST: Variance CASE: 03 -VA -02-16-17 HEARING DATE: July 31, 2017 APPLICATION DATE: June 23, 2017 PREPARED BY: Erik Slettedahl LOCATION: 2782 Eagandale Boulevard Lot 5, Block 1, Eagandale Center Industrial Park COMPREHENSIVE PLAN: IND -Limited Industrial ZONING: I-1, Limited Industrial SUMMARY OF REQUEST The applicant is requesting approval of a Variance to the minimum greenspace and maximum building lot coverage requirements for a building addition located at 2782 Eagandale Blvd (Lot 1, Block 5, Eagandale Center Industrial Park). 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. 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 City Code Section 11.60, Subd. 14, E., allows up to 35% building coverage and requires at least 25% minimum greenspace of an I-1, Limited Industrial lot. BACKGROUND/HISTORY In 2010, the 10 acre site was reconstructed to accommodate a 152,000 square foot warehouse/distribution facility for use by Factory Motor Parts to send and receive automotive parts to various regional customers. A Conditional Use Permit was approved for the site in 2010 for outdoor storage of semi-trailers/trucks behind the building. Factory Motors Parts is a family owned and operated business that has been operating locally in the Twin City area since 1945. The company provides original factory automotive parts to professional service centers, dealerships, fleets and wholesale customers across most of the western half of the United States. The company is headquartered in Eagan and has experienced continued growth, now with 135 locations and close to 2,000 employees, 360 are employed in Eagan. EXISTING CONDITIONS The 10 acre site includes a 152,000 square foot warehouse/distribution facility for use by Factor Motor Parts. The site is currently at its maximum 35% building lot coverage and at the minimum allowed 25% greenspace requirement. The site provides 91 10'x 19' parking stalls in the front of the building. Some passenger vehicle parking is occurring in unmarked areas behind the building in the northeast section of the site. Truck/trailer and material storage is occurring adjacent to the rear of the building that uses some of the passenger vehicle spaces dedicated in this location. The site is well landscaped along all rights-of-way with mature plantings that are generally in excellent condition. The building is connected to City sewer and water services. Drainage and utility easements are located along the northwest and northeast property lines. Two driveways cuts are located on Eagandale Boulevard and two cuts are located on Eagan Industrial Road. There are two existing stormwater ponds located in the green space along the southeast property line. EVALUATION OF REQUEST Proposed Development- The applicant is proposing a 51,657 sf warehouse addition to the rear of the existing facility along its northeast edge and a smaller 3,480 sf garage addition at the building's southeast corner. The additions would create a building lot coverage of 48% or 13% over the 35% allowed by City Code and a reduction of greenspace from the City Code required minimum 25% to 15%. The proposed site expansion will include paving over much of the ponding areas. Storm water is proposed to be handled through two underground stormwater chambers. Parking Requirements - The existing building required 185 parking stalls when originally developed. 91 stalls were constructed along the front building area and 42 stalls intended for fleet trucks exist behind the building. 45 stalls were shown as proof -of -parking and an additional 7 stalls are reserved in the Will Call pick-up area. Parking on the site is very tight due to employment growth at the facility. On inspection, all 91 stalls in front of the building were being used, with some "over -flow" parking regularly occurring in unmarked areas at the rear of the building. Per City Code, the building addition would require 55 additional stalls with, for a new grand total of 240. The proposal increases the amount of total stalls to 221 with 28 stalls being added in the proof -of -parking area in the northeast corner of the site and 53 new stalls in the southwest corner behind the building. 42 existing stalls reserved for fleet storage are being relocated to an enclosed fenced area behind the building. The proposed expansion maximizes development of the site and, based on the Site Plan, there is little room for additional parking stalls to fully meet City Code requirements while still preserving adequate truck access and maneuvering behind the building. If future parking is necessary, operational changes will need to be made to fully contain it on-site. Landscaping/Greenspace — When originally developed in 2010, the site was at the minimum required 25% greenspace allowed by City Code. However, the site is well landscaped in the front parking areas and along City rights-of-way. The landscaping is now mature and appears very healthy and well maintained. The ponding areas have natural buffering material surrounding them. The proposal adds new landscaping to the northeast corner of the site where new parking is being expanded, and to improvement areas near the rear of the building near new impervious surface additions. While 15% greenspace is a relatively significant reduction from City Code standards, most of the greenspace reduction will occur at the rear of the building with the removal of the storm water ponds. The greenspace areas visible from the public right-of-way and near employee parking areas are very well landscaped and maintained, helping to minimize the visual impact of the increased impervious surface. Exterior Materials — The existing building uses a combination of ribbed and smooth concrete panels, brick and glass on the exterior. The proposed additions will use matching materials and design to blend with the existing building. Materials will be verified with the Building Permit application. 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 new impervious surfaces totaling approximately 2.02 acres (87,991 square feet) and fully reconstruct approximately 1.19 acres (51,999 square feet) of existing impervious. The existing infiltration basin, constructed in 2010, was designed to provide a minimum of 18,251 cubic feet of retention. This redevelopment 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 surface areas. The applicant proposed to meet rate and volume control standards through the construction of two underground stormwater infiltration chamber systems, with a minimum retention volume of 73,042 cubic feet, with pre-treatment structures prior to inlets. Water quality and surface water management requirements will be reviewed as part of the Building Permit process. In addition, this development proposal will need to include appropriate Soil Management Strategies to ensure soil permeability on disturbed/graded soils that are proposed to be revegetated and the Owner will need to enter into a long-term Stormwater Management System Maintenance Agreement for the new stormwater treatment infrastructure. Storm Water Drainage — Storm water currently flows through flows through a private storm sewer system in the parking lot to two stormwater ponds at the back of the property. The applicant proposes to expand the parking lot into the ponding areas, so they propose to meet stormwater requirements for the new impervious surface and the removal of the two ponds through the construction of stormwater chambers under the parking lot. Utilities — The existing building on the site is connected to the City sanitary sewer and water main systems. No additional connections are proposed with this application. Two private fire hydrants are proposed to be relocated to meet the proposed building layout. Access/Street Design — The site currently has four access points, two each from Eagandale Boulevard and Eagan Industrial Road. The number will not change; however, one of the curb cuts will be relocated to better support the expanded parking lot on the southeast side of the property. No new pedestrian facilities are proposed. Future site work will reviewed as part of the Building Permit process. Easements/Rights of Way/ Permits — No additional right-of-way or drainage and utility easements are proposed with this building and parking lot expansion. Financial Obligation — At this time, there are no pending assessments on the parcel. APPLICANT'S PRACTICAL DIFFICULTIES Eagan has been the company's main distribution and corporate location since the early 1970's. The applicant states the business has grown successfully since the warehouse facility was completed in 2010 requiring them to expand to satisfy their current customer needs and further grown their business. With the construction of their 2010 facility, the company has invested in automation of both receiving and distribution systems, allowing them to add new lines and increase inventory. The increased inventory is expected to increase the employment at the distribution center from approximately 100 to 150. To successfully operate and grow, the applicant stresses the need to keep all the automated shipping and receiving under one roof. It is also important to the company to keep its distribution center in Eagan to continue continuity with the corporate headquarters, also located in Eagan. SUMMARY/CONCLUSION The applicant is proposing 55,137 sf of additional warehouse space at the rear of an existing office/warehouse building originally constructed in 2010. The purpose of the addition is to accommodate rapid growth by Factory Motor Parts, an Eagan based company that also operates an automotive parts warehouse/distribution facility at the subject site. The proposed warehouse space would increase the building lot coverage to 48%. Additional parking would be added to meet site needs, and two storm water treatment ponds would be removed with the proposal and placed in underground stormwater chambers, reducing the greenspace on site to 15%. The site is fully landscaped and well maintained. Additional landscaping is proposed near new impervious surfaces areas to minimize the visual impact of the reduced greenspace. ACTION TO BE CONSIDERED To approve a Variance to the minimum greenspace and maximum building lot coverage requirements for a building addition located at 2782 Eagandale Blvd (Lot 1, Block 5, Eagandale Center Industrial Park). 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 42 parking stalls being relocated and proposed as vehicle storage under the existing Conditional Use Permit shall be used as proof -of -parking for the site. 3. All outdoor storage of materials not allowed under the existing Conditional Use Permit shall be stored inside the building. 4. Landscaping shall be installed as per submitted Landscape Plan dated July 19, 2017. 5. All new exterior building materials shall match the existing building. 6. 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. 7. Prior to receiving city approval to permit land disturbing activity, the applicant shall provide construction details of the proposed sub -surface infiltration chamber galleries for City review/acceptance by the City Engineer and include in construction plans. Construction details shall include infiltration system cross-section(s), acceptable non -limestone rock base/backfill material and depth, limits of bottom fabric, etc. to ensure infiltration/filtration practice is properly designed, constructed, and adequately protected during / after construction to prevent clogging, and able to be properly maintained to function as intended. These graphical details and notes shall be prominently included in all applicable plan sheets (e.g. Erosion & Sediment Control Plan, Grading Plan, Utility Plan, Details, etc.). 8. The applicant shall provide adequately sized pre-treatment (e.g. 4' minimum sump depth with scour protection and skimmer hood, etc.) at, or immediately upstream of, all stormwater management facilities (e.g. sub -surface infiltration chamber galleries) inlets to provide for effective capture and easily -accessible cleanout of fine -sand sized particles and floatable pollutants. Details shall be included in applicable plan sheet(s). 9. 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 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. 10. Prior to receiving city approval to permit land disturbing activity, the applicant shall provide detailed Soil Management Strategies for City review, and acceptance by the City Engineer, that provide clear assurances that by final grading, prior to installation of any irrigation 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 in the top 6" 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.) 11. 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. 12. During sub -surface infiltration chamber gallery 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 0.8 -inch per hour or greater (but less than 8.0 -inch per hour). If the sub -soil infiltration rates are less than 0.8 -inch per hour (or greater than 8.0 -inch per hour), the applicant shall immediately notify the City Engineer with strategy for design adjustment to ensure volume control requirement compliance. Documentation shall be provided to the City within 48 -hours after infiltration 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 practices (City Water Resources staff contact/instructions shall be clearly/prominently listed on appropriate plan sheets). 13. 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 (underground infiltration systems, etc.) conform to design and/or construction plans, as approved by the City. As -built volumes for retention shall be provided for the infiltration systems. 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. 14. All other site improvements shall be verified and approved under building permit review process. TO: FROM: SUBJECT: DATE: City of Eagan Elliott Badzin, President, Factory Motor Parts Proposed Addition to Factory Motor Parts at 2782 Eagandale Boulevard June 21, 2017 We respectfully request your approval for our proposed addition to the existing Factory Motor Parts Distribution Center and Office in Eagan. Our business has successfully grown since the completion of our 2782 Eagandale Facility was completed in 2010 requiring us to expand further to satisfy our current customers' needs and further grow our business operations that is currently based in Eagan. The project will consist of a 51,546 s.f. precast addition and 3,840 s.f. garage utilizing the exact materials from the original construction to maintain the same facade. We will be increasing our parking to meet our current and future demands thus will be required to relocate storm water control to below grade structures. Thank you in advance for your future consideration of this addition. We look forward to working with you. RECEIVED JUN23 2017 Project Name: Factory Motor Parts Request: Variance Case No.: 03 -VA -02-16-17 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 150 75 0 Feet I i I N /6 jL \ [1 EAGANDALE BOULEVARD _ o ,;:_s`s''``sdw_72 11ri i _ _.i _ ; 13 C - . L �1 666 EA,ANDALE BLVD. 015100 *MK TE BNLDING 1'00180101 ARCA = 151,/46 5Q TT. 602 1 ri -M j ON I- — _. - L rI Q"9 P o a yr ogEo •aa�o v M� LEGEND IN ▪ SOUND MAR NT OP-- —p STOiRM SU MONUMENT '511 —0 SEWSEWER ELECTRICMETER 0 — RESTRICTED ACCESS IN �AR O LIGHT� wd N —0 ELECTRICTDN CONCRETE R TRANSFORMER NE 011 0100006l010640 01— to yn TELEPHONE PEDESTAL WADING CANOPY ▪ GM ANCHOR o I I RRUMNDUSSURPACE , HANDICAP STALL I I ° ° I LANDSCAPE SURFACE 0 POST —1— IRON FENCE NGN = WI. MOE D WDDDEENCE �ERDOSEREE DESCRIPTI N TOT 0 MOCKS, EAGAN°. CENTE R...TRIS PARx. DAKOTA COUNTY, MINNESOTA - PROPERTY SUMMARY rECTR1R,01/ DDD 0. 2782 EAGANTINLESLVD, EADNINST0 ITS PROPERTY IDENTIFICATION 2. THE GROSS AIDA OF THE 018087 PROPERTY LS ID.. ACM OP .8.0 SMART FEET. 3. TOT SMBECT PROPERTY POUSDI-1. 4. THE rvDIA AND MEMOS DIMENSIONS OETNE OUTSIDE WALL AT GROUND LEVEL ARE SHOWN ON ME SURVEY. IT 10.9.40T DE Off FOUNDATION WATT. PESE0.18EDIENCEDFOOTA TUE XINDOT GEODETIC DATABASE SITE BENCHMARKS. 8001118108 - SURVEY NOTES S39°46'54"W 726.00 — 1 10 1_ THE BEARING�4'o<w0MNO4TIERea usnWITHAn 0ME0REAaINOR06o,wS INTNNoUOWMLEOP SOTS, BLOCK 8 EAWANDALE CENTER INDUSTRIAL P.M 2. TIETO W010 WAS COMPIETE00141ODE 10 2017. NORTH 0 ScA. Ix FEET c-kSambatek 12000 Whitewater D1100, 50110 300 Minnel010L MN 55143 763.476.6010 Dlepeone 763.406.8532 laysimile EDp01069 lamming IPlaMlg IEnvironmestal Client POPE ARCHITECTS 1295 BANDANA BLVD, SURE 200 5T, PAUL, MN 55108-2735 Project FACTORY MOTOR PARTS BUILDING EXPANSION Location EAGAN, MN 2/82 LAGANDALE BLVD EAGAN, MN 55121 Certification Design.... Drawn:151w Pea,E.Pd:mmer In 11004.«/11011 Revision History No.Date By Submittal/ Revision Sheet Title EXISITNG CONDITIONS Sheet No. Revision C2.01 Project No. 20757 /(1) PROPOSED BUILDING 3,840 GSF EAGANDALE BOULEVARD PROPOSED BUILDING EXPANSION 51,456 S.F. EFE=±901.0 I I Hi" I • SOY 26 4 EAGAN INDUSTRIAL ROAD LEGEND PROPOSED EXISTING DEVELOPMENT SUMMARY ST LI ASPHALT PAVING I I =NG r..7.:71 CONCRETE RAVING CONCRETE SIDEWALK ' I 435,600 SF 10.00 ZONING .ISTING ZONING 1-1 PROPOSED ZONING BUILDING COVERAGE MAXIMUM 3S96 PROVIDED 4896 GREENSPACE rINIMg..141 PARKING 00,91 REQUIRED PROVIDED SETBACKS SIDE VARO :TET1TAVRT =DEVELOPMENT NOTES 2. AU. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. Z. ALL DIMENSIONSSHOWN ARE TO THE FACE OT CURB TO FACE OF aMB UNLESS OTHERWISE NOTED. 3. CONITIACIOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "GUTTER OLIT. WHERE WATER DRAINS AWAY FROM NR0. AU OTHER AREAS SNAIL BE CONSTRUETEDAS 'GUTTER NRB. COORDINATE WITH GRADING CONTRACTOR. 4. ALL AREAS ARE ROUNDED TO DIE NEAREST SWARE FOOT. 5. ALL PARKING STALLS TO BEN' IN WIDTH AND IT IN LENGTH UNLESS OTHERWISE INDICATED. 6. CONTRACTOR SHALL REFER TOARCHITECTURAL P.NS FOR MALT LOCATfONS AND DIMENSIONS OF rotILPTE,I,I,Z.IES, RAMPS, PRECISE MAWR. DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE 7. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS 8 ME ARCHETKTURAI. MANS FOR LIGHT PME FOUNDATION DETAIL AND FOR EXACT tOCATIOI4S OF LIGHT 9. REFER TO ONAL P.T FOR LOT BOUNDARIES. LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS /O. ALL GRADIENTS ON MONAD. ALONG THE ADA ROUTE SNALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 6..{1:201. EXCEPT AT CURB ...IPS 11:12), AND A MAXIMUM CROSS SLOPE OF 2,0874 (148), THE MAXIMUM SLOPEIN ANY MEC,. ON AN ADA PARKING STALL DRAM. ISLE SHALL 8E2.08% (2.:48), THE CONTRACTOR SHALE REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES 'ETZia'14'0‘11=Mr4IXErAtIrR=graf ai/TrIZZTRIITTAHLETIEMZEUS THE DESIGN GRADIENT AND COORDINATE WITN GRADING CONTRACTOR, 1r 'NO PARKING. SIGNS SNALL BE PLACED ALONG AEL DRIVEWAYS AS REQUIRED BY [M. S.EET NAMES ARE SUBJECT TO APPROVAL BY THE UPC =KEY NOTES A. BUILDING, STOOPS, STAIRS SEE ARCHITECTURAL P.NS 841.2 CON.ETE CURB AND GOITER 13-6.1.8 SCONERETE CURB AND GUITER 0, CONCRETE APRON E. FLAT CURB SECTION F. SEGMENTAL 81.0. RETAINING WALL G. ACCESSIBLE RAMP H. TRANSFORM. I. TRANSITION CURB TO MATCH EXISTING "DO NOT ENTER" SIGN IRS -I) It SIGN WrIN M. WIDE WHITE STOP BAR (RI -21 L. REINFORCED CONCRETE PAD • 8. DEPTH M. PIPE BOLLARD NORTH 40 15.5; SCALE IN FFT Sambatek www.sambatek.com 12800 °Int= :5'5M003 4066010 014p04041634068532 lao6m!Ie Blooming iSentmog I Plarminglamonmental Client POPE ARCHITECTS 1295 BANDANA BLVD, SUITE 200 ST. PAUL, MN 55108-2735 Project FACTORY MOTOR PARTS BUILDING EXPANSION Location EAGAN, MN 2782 EAGANDALE BLVD EAGAN, MN 55121 Certification l:r.7."==72,740 4. 4, Rem lArnmary DeSigned: LOP orawolvw APPrOVetl• 808 Book / Page: Phi.: PRELIMINARY Initial Issu,./21/2.017 Revision History No Date By Submittal / Revision Sheet Title SITE PLAN Sheet No. Revision C3.01 Project No. 20757 • EAGAWALE B[! 6 wn..am. 5111.9 N. IMM NR*--}-. Inn 858 E8GNIC5IE FOS COSMO 0ENCRE1E 404148 FD0TFRNT AREA = 151.748 52 FT. TIVAGRAIff TOITEI 1.1 k PROPOSED BUILDING EXPANSION 5 F 5€=k4P1A5:8. F ■ ■ ■ ■ ■ ■ ■ ■ f 19-1� `=L ©�©L 0�La ©' ^SIC.=. i i'� -ws. iii.`_ 1�.- �r Wim4111, Iliv : . 74' •.Y uP mar. *piWir••'4.. -47 PLANT SCHEDULE imp 99199 so 0 re COMENI EMT 0 aft rislaall COW ass 2.9.91 9099 la 0 319. 0 99.9 9.919999991 0 4. .7992991N.99.A �Nd .a CLOL 11999111,9 1.991 COWEN cur 1Nb.N481188 111 LANDSCAPE MATERIAL KEYNOTES" 8fl 01 ctScM11oN are 0 '}� ALUMINUM EOM. MAR MACK war V 9HRE1113E0 NN4mNppoNULvti4 "IEHJOFnsal.a4 59.213q 4:22 NAINTENFACE GTBF CONTRACTOR TO VERIFY ALL QVANTITIES. Received July 19, 2017 CtNol NORTH 1559 3.1£ N FELT Client POPE ARCHITECTS 1285 BANBANA BLVD, 501T5 200 ST. PAUL, MN 5510S-2735 Project FACTORY MOTOR PARTS BUILDING EXPANSION Location EAGAN, MN 27$2 EASANDALE BLVD EAGAN. IAN 55121 Certification I Mrm. 9... N. nowt Nn tryan dub or rKer,eamemo . mmary dfle Iowan:amok aoo.noLatBook) Haw R[aNIR.Fm I60llM84:RO1O017 Revision History No. Dote By Submittal f Re.790N Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 Project No. 20757 IMCONSTWJCTION EXTERIOR ELEVATION - EAST P+ 3/64" = 1'-0" INSTGATTOGYMMTOLOOR TOOTATOMOSTM b EXTERIOR ELEVATION - WEST 3/64" = 1'-0" NO CHANGES TO EXISTING BUILDING ON NORTH ELEVATION 7 t_ Vitir r 1 GARAGE - EAST 3/64" = 1'-0" EXTERIOR ELEVATION - NORTH A.31 3/64" = 1,0" MG EXTERIOR ELEVATION - SOUTH Factory Motor Parts Addition EXTERIOR ELEVATIONS Joe Checker A3.1 RELOCATE EXISTING HYDRANT PROPOSED BUILDING 3,840 GSF CORI DRILL ' B CONNECT IEL889.08 LF - IRa SIM BO DM REMOVE 82 REPLACE CASTING INSTALL 81.113HEAD lEa2189.0 EAGANDALE BOULEVARD 25 LP- IS. MAN 1.02 5M@O5% CONSTRUCT ATOP EX151.2.9.S1131.1 SUM 103 8E489.14 8,-887.97 1E491.62 W IF.01.205 If -419120 E IE=88.3.67 NO131-115U851.11== 20 CHAMBERS - 24. PERF HOPE 801 -TOM ELEW=C:LIM 111 I 1111111111 mm,Nf Ai I PROPOSED BUILDING EXPANSION REROUTE EXISTING 6" 51,4565.0 HYDRANT LATERAL AS FFE34901. NEEDED TO ACCONMIKIE 0 NEW ROOF ORAN BUILDING. EXPANSION ,- CONNECTION (SEE ARCIVIAEP) r, E ARCHAS I I SiMli 100 CONSTRUCT ATOP EXIST 1r 510£0.4 PE=898.05 ,891.15 MILE - 24. SIM Ba 2.0% 332. 203 REa097.8.3 IF 81.06 IF.886.40 OUT 11 I 264 CHAMBERS -26" PERE HOPE 7300,STONE 1101TOM ELEVATION a 882.00 L 2891.'19 REa89314 lEa386.90 lEa091.30114 WHIRR/10 OUT ETY SIM @ID% - 1E4192.10 2. SUMP IE19r2. - 1Fa006.2.0 OUT 7,7= -siEtt. RE=89439 STM REa1192.110 12.892.00 2 SWAP PE.896.60 1,193.88 1013 SIM@ ION STMH RE 4.97.11 EaP36.10 _LEGEND -UTILITY CONSTRUCTION NOTES 1 THE OTROS HAPROVEMENTS FOR THIS PROJECT SHALL RECONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UNLIIIES SPECITICATiONS" AS PUBLISHED BY THE CITY ENGINEERS AS.SOCLATION OF MENNESOTA (CEANI). EXCEPT AS mODITIED HEREIN CONTRACTOR SHALE OBTAIN A COPY OF THESE SPECIFICATIONS. 1.1. ALL UHLITIES SHALL BE CONSTRUCTED IN ACCORDANCE WEDS CRT REQUIREMENTS. 13. CLENTRACTOR SM.. NOT OPEN. TURN OFT. INTERFERE WON, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATFRMAIN BELOW!. TO INE OTY UNLESS DULY AUTHORIZED TO 00 SO BRINE CrtY.ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS. SERV. TO THE PUBLIC ARE THE HAMMY Os CONTRACTOR. 11 A MIN/MUM VERT)°, SEPARATION OF 18 INCHES AND HORILONTAL SEPARATION OF 10-FEEI BETWEEN OLOSIDE PIPE DIAMETERS, REQUIRED AI ALL WATERMAIN AND SEWER MAIN 10UILDING. STORM AND SANITARY,. CROSSINGS. 2. MI MATEREALS SHALL RE AS SPECIFIED IN LENA SPECIFICATIONS EXCEPT AS MODIREO HEREIN. 2.1. ML MATERIALS SHALL COMPLY WON THE REQUIREMENTS OF THE OM 2.2. ...HOARY SEWER TORE PVC SOR-33, UNLESS NOTE° OTHERWISE_ 2.2.1. All.SANHARY SEWER SERVICES TO 817110ING SHALL BE PVC SCH 40 CONFORMING TO ASTIR 02.665. 23. ALL WATERMALN SO BE DUCINE IRON -CLASS, UNLESS NOTED OTHERWISE 2.3.1. ALL WATERMAN TO HAVE 7.S.FHT OF COVER OVER TOP OF WATERNIAIN. 23.2. PROVIDE THRUST BLOCKING AND MECHANICALIONT RESTRAINTS ON ALL WATERMAIN JOINTS PER 013 STANDARDS. 2.4. All STORM SEWER PIPE TO RE SMOOTH INTERIOR DUAL WALL HOPE PIPE WITH WATER TIGHI GASSETS,UNLESS NOTED OTHERWISE. 331. AIL STORNI SEWER PIPE FOP ROOF DRAIN SERVICES 70 BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTO4 02663 LS. RIP RAP SHAH_ RE mn200T CLASS 2 3. COORDINATE All BUILDING SERVICE CONNECTION LOCAIIONS AND INVERT ELEVATIONS WITN NIECHAMCAL CONTRACTOR PRIOR TO CONSTRUCTION. ALL ouLDINGSERWCE coNNEcooNs hsToRks, ;ANITA.. wATER, Roos ow FEET OR IESS Cow. ART TO BE INSULATED FROM BUILIANG TO POINT WHERE S -FEET OF COVER LS ACIIMO. 5 coNTRAcroR SR., TARE ALL paEcAurEoNs NEcEssARS 'repo°. oaoh2Rhy DAN4AGE. To ADAcENT PROPERTIES DURING THE CONSTRUCTION PHASES °FINIS PROJECT. CONTRACTOR Will BE HEW SOLELY RESPONSIBLE FOR ANT DAMAGES TOO. AD/ACENT PROPERTIES OCCURRINO MMHG THE CONSTRUCTION PHASES OF TOES PROJECT. sAFETy EvancE “NTRACToR3 AocoRDANcE wETH GENERAL, AccEpTED coNsTRUCOON PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE VOR CONOMONS ON THE 108 SITE. INCLUOING SAFETY OF ALL PERSONS AND PROVERIT MIALNGPERTORMANCE OF THE WORK THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT RE IIMITED TO NORMAL WORKING HOURS THE DUTY OF INF ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACIORY PERFORMANCE IS NOT WENDED TO INCLUDE REINEW OF THE ADEQUACY OF CONTRACTORSSAVETY MEASURES IN ON OR MAR OM CONSTRUCTION SOL 7. ALL AREA.5 OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL SE RESTORED IN MD. SOODEO AREAS SHALL RE RESTORED WITH 6 DIENES OF TOPSOIL RACED BENEATH THE SOO 8 CONTRACTOR SHALL RE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICAOES, WARNING SIGNS, DIRECTIONAL SIGNS,ELAGMEN ARO LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFEIC CONTROL MMES.._ CONFORM TO APPROPRIATE MINNESOTA DEPARTMENIOF. TRANSPORTATION STANDARDS. 9. ALL SOILS TESTING SNAIL OF COMPLETED IN AN INDEPENDENT SONS ENGINEER. EXCAVATION FOIL THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL RE COMPLETED AS REWIRED BY THE SOILS ENGINEER. THE LORIN BACKE. CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. CONTRACTOR SHALL RE RESPONSIBLE FOR COORMNATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED 83 COMPANY: ADDRESS: PHONE: DATED: CONTRACTOR SHALL OBTAIN A COPY OF THES SOILS REPORT. 10. CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CAECA BASIN SIRUCHIRES TO SAMBATER CONTRACTOR SHALL ALLOW S WORKING DAYS FOR SHOP DRAWING REVIEW. 11. CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. 12. THE UNDERGROUND STOSHAWATER SYSTEM SHOWN ON THE LFDLITT NAN AND THE DETAA SHEETS IS FOR INFORMATIONAL PURPOSES ONLY ANO DEPICTS THE MNIMUM STORAGE REQUIREMENTS AND THE SYSTEM BOVA-ROBS. THE CONTRACIOR (WITH THOR SUPPLIER OR DESIGNER) SHALL SUBMIT DESIGN DRAWINGS MINE ENGINEER FOR REVIEW ANO APPROVAL PRIOR TO CONSTRUCTION. THE DESIGN DRAWINGS SHALL DEPICT THE FINAL LAYOUT AND DEMI. FOR CONSTRUCTION_ THE DRAWINGS SHALL RE CERTIFIED Br LICENSED ENGINEER FOR THE STATE IN WHICH THE PRONG -11S CONSTRUCTED. THE SUBMITTAL SHALL INCLUDE AO NECESSARY PRODUCT INFORMATION OESIGN CALCULATIONS AND. BEDDING REQUIREMENTS FOR ENE PROPOSED STORMWATER SYSTEM. FOLLOWIN4 CONSTRUCTION, THE CERTIFYING ENGINEER SHALL SUBMIT A 1ETTER TO THE OWNER AND ENGINEER NOICATING THEY OBSERVED THE INSTALLATION ARO THE IHSTAILATION OF THE STORMWATERSTSTEM WAS IN CONFORMANCE WITH THE CERTIFIED DRAWINGS. NORTH 0 40 8 SCALE IN FEET .._, ‘.5ambatek www.sambatek.com 12800 WitnantOnite,m1:53(41 7534766010 telephone 763.476.8532 larsimile ENNNmg SNVW.9 NNE*, EmitonmeNal Client POPE ARCHITECTS 1295 BANDANA 0168, 58170 200 ST. PAK MN 55108-2735 Project FACTORY MOTOR PARTS BUILDING EXPANSION Location EAGAN, MN 2782 EAGANDALE BLVD EAGAN, MN 55121 Certification !lovas soniry that Has Oa, sossam_n.' <1. Z:f.,80202m6/2wo, sAmmary Oes.enea:co. oNv.r.uow Approved300 Book / Page: Phase artamENARY Initial Issue: 0.321/2012 Revision History No Date By Submittal/ Revision Sheet Title UTILITY PLAN Sheet No. Revision C6.01 Project No. 20757 Agenda Information Memo July 31, 2017, Eagan City Council Meeting OLD BUSINESS A. Ordinance Amendment — Ordinance Amendments to City Code Chapters 5 and 11 regarding the definition of a restaurant for alcohol licensing purposes Actions To Be Considered: Approve an ordinance amendment to City Code Chapter 5 regarding the definition of a restaurant for alcohol licensing purposes and approve an ordinance summary for publication. Approve an ordinance amendment to City Code Chapter 11 regarding the definition of a restaurant for alcohol licensing purposes. Facts: ➢ At the June 13, 2017 Special City Council Meeting, the Council discussed the types of restaurants that should be eligible for on -sale liquor and on -sale wine and beer licenses. The discussion was a response to feedback from alcohol license holders. ➢ At the June 20, 2017 City Council Meeting, the Council directed preparation of an ordinance amendment to change the definition of a restaurant for alcohol licensing purposes. ➢ Currently, only full-service restaurants are eligible for an on -sale liquor license. Casual restaurants are eligible for on -sale wine and beer licenses. ➢ The proposed ordinance amendment to City Code Chapter 5 would allow any restaurant that holds a small, medium or large food service license from the Minnesota Department of Health to apply for an on -sale liquor license or an on - sale wine and beer license. This is consistent with State Statute. ➢ The proposed ordinance amendment to City Code Chapter 11 is a housekeeping change to ensure consistency with Chapter 5. ➢ The Advisory Planning Commission held a Public Hearing on July 25, 2017, and recommended approval of the amendment to Chapter 11. ATTACHMENTS: (4) OBA-1 Draft July 25, 2017 APC Minutes OBA-2 Planning Staff Report OBA-3 Chapter 5 Ordinance Amendment OBA-4 Chapter 11 Ordinance Amendment Advisory Planning Commission July 25, 2017 Page 7 of 9 B. Ordinance Amendment Applicant Name: Mike Ridley, City of Eagan Location: 3830 Pilot Knob Road Application: Ordinance Amendment An Ordinance Amendment to Section 11.60 regarding on -sale alcohol & restaurant regulations Neighborhood Business District. File Number: 01 -OR -02-07-17 City Planner Ridley introduced this item and highlighted the information presented in the City Staff report dated July 12, 2017. Member Heckmann questioned how the proposed change would affect younger employees. City Planner Ridley stated providing on -sale would be an operational decision by the business owner. Vice Chair Vanderpoel opened the public hearing. There being no public comment, Vice Chair Vanderpoel closed the public hearing and turned the discussion back to the Commission. Member Weimert moved, Member Torres seconded a motion to recommend approval. The question was called and the motion carried 5-1. (Vanderpoel) PLANNING REPORT CITY OF EAGAN REPORT DATE: July 18, 2017 CASE: 01 -OR -02-07-17 APPLICANT: City of Eagan HEARING DATE: July 25, 2017 PROPERTY OWNER: N/A PREPARED BY: Michael J. Ridley, AICP REQUEST: Ordinance Amendment LOCATION: City-wide COMPREHENSIVE PLAN: N/A ZONING: N/A SUMMARY OF REQUEST The City of Eagan is requesting approval of an Ordinance Amendment to City Code, Chapter 11, Section 11.60, Subd. 11. relative to on -sale alcohol in restaurants. BACKGROUND/HISTORY Several casual restaurants in and entering Eagan have a business model that includes on -sale beer/wine and had approached the City regarding this matter. In March 2017, the City Council received information relative to State Statute definitions and how other metro area cities manage on -sale with their restaurants. At their regular meeting of June 20, 2017, the City Council directed staff to initiate an Ordinance Amendment to provide the opportunity for additional restaurants to provide on -sale alcohol. The City Council also directed an amendment to City Code Chapter 5 to adopt the statutory language defining "restaurant" so the City Code definitions in Chapter 5 will mirror State Statute. EXISTING CONDITIONS Presently, in the Neighborhood Business (NB) Zoning District, on -sale alcohol is allowed only with full service restaurants. Planning Report — Ordinance Amendment July 25, 2017 Page 2 EVALUATION OF REQUEST Based on direction by the City Council, the City Attorney has prepared a draft ordinance amendment that provides updated language that includes on -sale for full service and casual restaurants that will result in Eagan being responsive to the business models of casual restaurants that purvey on -sale alcohol to their customers. SUMMARY/CONCLUSION The proposed amendment essentially adds "casual" restaurants to those allowed to provide on - sale alcohol. ACTION TO BE CONSIDERED To recommend approval of an Ordinance Amendment to City Code, Chapter 11, Section 11.60, Subd. 11, relative to on -sale alcohol in restaurants. ORDINANCE NO. 2ND SERIES AN ORDINANCE OF THE CITY OF EAGAN, MINNESOTA, AMENDING EAGAN CITY CODE CHAPTER FIVE ENTITLED "BEER, WINE AND LIQUOR LICENSING AND REGULATION" BY AMENDING SECTIONS 5.01, 5.33, 5.52, 5.54, AND 5.70 REGARDING DEFINITION OF RESTAURANT; AND BY ADOPTING BY REFERENCE EAGAN CITY CODE CHAPTER 1 AND SECTION 5.99. The City Council of the City of Eagan does ordain: Section 1. Eagan City Code Chapter Five is hereby amended by deleting the definitions of casual restaurant, full service restaurant and traditional restaurant and adding a new definition of restaurant in Section 5.01 to read as follow: Casual restaurant shall have the meaning as the term is defined in the zoning regulations of chapter 11 of this Code. Full service restaurant shall have the meaning as the term is defined in the zoning regulations of chapter 11 of this Code. Traditional restaurant: A business establishment, other than a hotel, under the control of a single proprietor or manager, where all of the following exist: 1. Meals are regularly prepared on the premises for the general public; 2. The principal part of the business is service of meals, which shall be at least 50 percent of the • 3. Facilities for seating shall not be less than 50 guests at one time; and /1. Customers receive full meal service by waitstaff whereby meals and beverages are ordered, served, and consumed at the customer's table. Restaurant means an establishment located at a permanent location, other than a hotel, under the control of a single proprietor or manager, where meals are regularly prepared on the premises and served at tables to the general public, and that holds a valid food and beverage service establishment license, as a small, medium, or large establishment, issued by the Minnesota Department of Health. Section 2. Eagan City Code Chapter Five is hereby amended by revising Section 5.33, subd. 6, to read as follow: Subd. 6. On -sale licenses shall be granted only to bona fide clubs, full service or casual restaurants, golf courses/clubs, and hotels. Off -sale licenses may be granted to liquor stores, brewpubs operated in connection with a restaurant establishment, and general food stores. 1 Section 3. Eagan City Code Chapter Five is hereby amended by revising Section 5.52, subd. 5 and 10, to read as follow: Subd. S. No person under the age of 18 years shall be employed upon premises or in any rooms constituting the same, except that persons under the age of 18 years may be employed aJ musicians or to perform the duties of a busboy or dish washing services in a place defined as a full service restaurant or hotel. No person under 18 years of age may serve or sell intoxicating liquor in a retail intoxicating liquor establishment. Subd. 10. On -sale licenses shall be granted only to hotels, full scrvicc restaurants and clubs. Section 4. Eagan City Code Chapter Five is hereby amended by revising Section 5.54, to read as follow: Sec. 5.54. Sunday sales. The electorate of the city having heretofore authorized the same, a Sunday on -sale liquor license may be issued to hotels, motels, full scrvicc restaurants, or clubs, as defined in this chapter, which have on -sale licenses and which also have facilities for serving not less than 30 guests at one time. The permitted hours of such sales are from 8:00 a.m. on Sunday to 2:00 a.m. on Monday in conjunction with the serving of food, provided that the licensed establishment is in conformance with the Minnesota Clean Indoor Air Act. Section 5. Eagan City Code Chapter Five is hereby amended by revising Section 5.70, subd. 3(H) and (J), to read as follow: H. On -sale wine licenses shall be granted only to full service or casual a restaurants with seating capacity for 25 or more guests at one time. J. Persons who hold both an on -sale wine license and an on -sale beer license and whose gross receipts are at least 50 percent attributable to the sale of food may sell intoxicating malt liquor (strong beer) at on -sale without an additional license. Section 6. Eagan City Code Chapter 1 entitled "General Provisions and Definitions Applicable to the Entire City Code Including 'Penalty for Violation"' and Section 5.99, entitled "Violation a Misdemeanor" are hereby adopted in their entirety by reference as though repeated verbatim. Section 7. 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. 2 3 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: 4 The following is the official summary of Ordinance No. as approved by the City Council of the City of Eagan on , 2017. ORDINANCE NO. SECOND SERIES AN ORDINANCE OF THE CITY OF EAGAN, MINNESOTA, AMENDING EAGAN CITY CODE CHAPTER FIVE ENTITLED "BEER, WINE AND LIQUOR LICENSING AND REGULATION" BY AMENDING SECTIONS 5.01, 5.33, 5.52, 5.54, AND 5.70 REGARDING DEFINITION OF RESTAURANT; AND BY ADOPTING BY REFERENCE EAGAN CITY CODE CHAPTER 1 AND SECTION 5.99. Chapter 5, regarding the City's liquor licensing and regulations, was amended to revise the definition of restaurant, to remove the distinction of a casual restaurant and a full- service restaurant for purposes of eligibility of a on -sale liquor license and to amend provisions in Chapter 5 to delete references to causal and full-service restaurants. 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. 5 ORDINANCE NO. 2ND SERIES AN ORDINANCE OF THE CITY OF EAGAN, MINNESOTA, AMENDING EAGAN CITY CODE CHAPTER ELEVEN ENTITLED "LAND USE REGULATIONS (ZONING)" BY AMENDING SECTION 11.60 REGARDING ON -SALE ALCOHOL & RESTAURANT REGULATIONS IN NEIGHBORHOOD BUSINESS DISTRICT; AND BY ADOPTING BY REFERENCE EAGAN CITY CODE CHAPTER 1 AND SECTION 11.99. The City Council of the City of Eagan does ordain: Section 1. Eagan City Code Chapter Eleven is hereby amended by revising Section 11.60, subd. 11(B)(20): Subd. 11. NB Neighborhood Business District. * * * B. Permitted Uses. * 20. Restaurants—Full service (on sale liquor subject to conditional use permit) and casual (on -sale liquor subject to conditional use permit). Section 2. Eagan City Code Chapter 1 entitled "General Provisions and Definitions Applicable to the Entire City Code Including 'Penalty for Violation"' and Section 11.99, entitled "Violation a Misdemeanor" are hereby adopted in their entirety by reference as though repeated verbatim. Section 3. 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: Date of Advisory Planning Commission Hearing: Agenda Information Memo July 31, 2017, Eagan City Council Meeting VII. NEW BUSINESS A. Planned Development Amendment — COUNTRY INN & SUITES Action To Be Considered: To approve (or direct preparation of Findings of Fact for Denial) a Planned Development Amendment for a hotel expansion consisting of 55 rooms and an 87 -person capacity conference area located at 3035 Holiday Lane, subject to the conditions listed in the APC minutes. Required Vote For Approval: ➢ At least three votes Facts: ➢ The applicant is proposing a hotel expansion of 55 rooms and conference space. ➢ The site consists of two platted parcel, one developed with a 4 -story, 78 room hotel and the other, a vacant lot, previously approved for a 4 -story, 130 room hotel. • The vacant property is the last remaining undeveloped lot in the Oakview Center Planned Development. ➢ A Final Plat will be required to combine the two properties into one and drainage and utility easements will need to be vacated. • City Code requires 91 parking stalls for the hotel and conference space expansion whereas the proposed plan provides 201 stalls. • The proposed Planned Development Amendment development plans are consistent with the previously approved parking stall dimensions, building materials and building signage. • The Advisory Planning Commission (APC) held a public hearing on July 27, 2017 and did recommend approval, subject to the conditions listed in the APC minutes. Issues: ➢ The proposed Amendment reflects a change in development intensity; the originally approved plan had a building coverage of 15.3% versus the proposed building coverage of 4.6%. The APC had a significant amount of discussion regarding the amount of parking proposed and park & fly operations. 60 -Day Agency Action Deadline: ➢ September 4, 2017 Attachments: (5) NBA -1 Location Map NBA -2 Draft July 25, 2017 APC Minutes NBA -3 July 24, 2017 letter from Applicant regarding parking NBA -4 Planning Report NBA -5 Report Exhibits NORT HEST PPRKPi 149 4 \401'1411 --\ Clty of Cap D U YQ ° 55 °0\ Location Map Rq 9,p Project Name:Country Inn & Suites Request: Planned Development Amendment Case No.: 12 -PA -10-06-17 0 Ill hIL 0, 9 Subject OOP SiteIIIIII Wig. Imi71/ . COUR_ 11:1411 b.* :11411 moi .. ,.. Oa..11 I APOLLO APOLLO ROADi ' L eOak RE Al l Ili ,•N j1 . .. . � y limoirag Dm,' Vankee Oootlle R� Vj'f± ■■■■EA■■ 1 11 -1111,111111 ■■■,.1, 4OiY Rd �J1: etMEPark/ _ . !P:'. :a:A:a: v hi .110 .._.._.. 111♦k., ALDRIN DR ThresherField Parks I,,.1.4•. ,, Ti1 _Mos *MEM 1;., 1 1 1 Feet ., 0 500 1,000 Advisory Planning Commission July 25, 2017 Page 2 of 9 IV. PUBLIC HEARING New Business A. Country Inn & Suites Applicant Name: Jeff Schuler, Firm Ground A. E. Location: 3035 Holiday Lane; Lot 3, Block 1, Oakview Center and Lot 1, Block 1, Oakview Center 2nd Addition Application: Planned Development Amendment A Planned Development Amendment to allow 55 additional hotel rooms, a new hotel conference space and future restaurant. File Number: 12 -PA -10-06-17 Planner Thomas introduced this item and highlighted the information presented in the City Staff report dated July 20, 2017. Tom Wasmoen and Jeff Schuler, applicants, explained the proposed expansion and discussed the amount of parking needed due to their expected parking demand for the new conference space, parking stalls presently lost due to snow storage and semi -trucks parking on site. Vice Chair Vanderpoel asked if the airport parking was provided gratis with a night's stay at the hotel. The Property Manager and Marketing Director explained there is a package price that includes the room, airport parking and shuttle service. Member Vanderpoel confirmed that guests utilizing the airport parking have checked out of their room. The Property Manager explained that the hotel offers different stay, park and fly packages. Member Heckmann asked how many semi -trucks are typically parked over night on site. The Property Manager stated 3-4 on a typical day. Member Weimert asked about the timing of the restaurant. The Marketing Director stated they are in discussions with a number of restauranteurs but there is no timeline. Vice Chair Vanderpoel opened the public hearing. Brent Cory, Eagan Convention and Visitor's Bureau (ECVB), provided an overview of the existing number of hotels/rooms in the City, recent approvals but yet to come on line and the capacity of the market to accommodate the additional rooms proposed. He stated the ECVB supports the proposal. There being no further public comment, Vice Chair Vanderpoel closed the public hearing and turned the discussion back to the Commission. Advisory Planning Commission July 25, 2017 Page 3 of 9 Member Woebke asked how much parking would be provided if condition #7 remained. Planner Thomas stated 91 stalls. Member Weimert asked about the intent of condition #9. Planner Thomas explained the potential concern of having airport parking as a principle use, similar to how other airport parking sites operate. City Planner Ridley added that the original PD approved a stand-alone hotel that would create far more tax base whereas the proposed expansion has less building and a lot more parking. Discussion continued regarding what constitutes a hotel guest. Mr. Wasmoen stated the proposed Site Plan provides large areas of green space with Targe parking lot islands and is a very green development. He also said the soils on the eastern side of the property is not the most conducive for development due to soil conditions. Member Woebke said he would not object to more parking but would prefer people park for days versus weeks at a time. Member _Weimert moved, Member _Woebke _ seconded a motion to recommend approval of a Planned Development Amendment to allow a hotel expansion of an additional 55 hotel rooms and an 87 -occupant conference area upon approximately 5 acres located at 3035 Holiday Lane, subject to the following conditions: 1. A Planned Development Amendment 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 Planned Development Amendment Agreement shall include the following exhibits: a. Site Plan b. Building Elevations/Wall Signage Plan c. Landscape Plan d. Photometric Plan 2. 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/Wall Signage Plan c. Final Landscape Plan d. Final Photometric Plan 3. The property shall be replatted as a single lot prior to issuance of a Building Permit. 4. The Site Plan shall be revised to identify required and proposed parking calculations on the plan and within the Site Area Table. 5. The Site Plan shall be revised to provide building coverage and green space calculations for the proposed development in its entirety. Advisory Planning Commission July 25, 2017 Page 4 of 9 6. The Site Plan shall be revised to provide the existing parking calculations for the proposed development in its entirety. 7. The Site Plan shall be revised to provide the required parking for the hotel addition only. 8. The trash enclosure shall be located on the Floor Plan and Elevation Plan, as shown on the Site Plan, and constructed of materials to match the building, with an opaque gate that is compatible with the building finish materials. The overhead door shall be painted to match the building. 9. Overnight parking shall be limited to current hotel guests. 10. The applicant shall be responsible for cash park and trail dedications for the building addition payable at the time of Building Permit at the rates then in effect. 11. The building shall incorporate sound attenuation measures to achieve an interior sound level reduction of 19 dBA within Zone 4 per City ordinance. Compliance with this standard shall be demonstrated at the time of Building Permit. 12. The trash/recycling area shall be of a size that can accommodate trash, recyclable and organic materials, and meet other design standards in the City Code for materials, height and gates. 13. The Site Plan shall provide placement of mechanical equipment and compliance of screening standards for ground service and mechanical. 14. All building signage should be subject to City Code standards, and a Sign Permit obtained prior to installation of any signs. 15. Building address numbers shall be installed consistent with the provisions of Section 2.78 of City Code. 16. A revised Landscape Plan shall be submitted to provide screening of the parking lot to the south and to incorporate a landscape bed around the Pylon sign in a form acceptable to City staff. 17. Automatic irrigation shall be provided for all landscaped areas. A financial guarantee for installation of the landscaping shall be provided in accordance with the City's landscape ordinance, at the time of Building Permit. 18. The pole -mounted parking lot lights shall be the same height as currently exist, which are 28' in height (3'base, 25'poles). 19. A revised Final Site Lighting Plan shall confirm consistent pole height and that the level of illumination from the proposed fixtures is sufficient to meet the 0.5 footcandle standard throughout all areas of the parking lot. 20. Only one water service shall be extended to the building. Advisory Planning Commission July 25, 2017 Page 5 of 9 21. The applicant shall restore the street, curb and gutter, and boulevard in a manner acceptable to the City Engineer, for any parking lot or utility connections that extend into public right-of-way. 22. The applicant shall be responsible for the acquisition of all regulatory agency permits required by the affected agency prior to the issuance of a building permit. 23. The applicant shall meet the City's Post Construction Stormwater Management Requirements (City Code §4.34) for stormwater management and surface water quality, including Runoff Rate Control and 1.1" Volume Control of the site's new impervious surface area and any other disturbed soils that are not remediated following an approved Soil Management Strategy. 24. The applicant shall provide adequately sized pre-treatment (e.g. 4' minimum sump depth with scour protection and skimmer hood, etc.) at, or immediately upstream of, all stormwater management facilities (e.g. sub -surface infiltration chamber galleries) inlets to provide for effective capture and easily -accessible cleanout of fine -sand sized particles and floatable pollutants. Details shall be included in applicable plan sheet(s). 25. 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 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. 26. 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.) 27. 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. 28. During sub -surface infiltration chamber gallery 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 0.5 -inch per hour or greater (but less than 8.0 -inch per hour). If the sub -soil infiltration rates are less than Advisory Planning Commission July 25, 2017 Page 6 of 9 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). 29. 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 6-0. FIRM GROUND "Your well-built project begins and endures on Firm Ground" July 24, 2017 Sarah Thomas City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55122 Addressing parking needs compared to City Code minimum requirements: Address: 3035 Holiday Lane Legal Description: Lot 1, Block 1, Oakview Center 2nd Addition, Dakota County, MN PID: 105379101010 Mr. Patel owns the property at 3035 Holiday Lane as well as the parcel adjacent to the East. We are currently working on expanding the existing hotel located at this address that will bridge the existing property line. An expansion of the parking lot is proposed to accommodate the increased usage of the site. According to the city, our proposed parking of 284 spaces is 120% over the City Code of 179 spaces. 150 spaces are required to accommodate the hotel guest rooms, and 30 is required for the conference room. The capacity of the proposed future restaurant is 120 seats, which means 40 parking stalls required. When the restaurant is completed, it will eliminate 12 existing parking stalls. We also considered the conference room requirement closer. One space per three people does not seem adequate for a conference space to which most people are likely to travel separately. Our estimate is another 30 spaces to accommodate the need for this space. With all of these considerations, we are requesting an additional 34 stalls. These spaces will be used for hotel guests that stay the night and need to park their car before departing the airport for a trip. In this area, 'park and fly' accommodations are a requirement to stay competitive. Sincerely, Jeff Schuler, AIA Firm Ground Architects & Engineers Inc. 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com I Follow us on PLANNING REPORT CITY OF EAGAN REPORT DATE: July 20, 2017 CASE: 12 -PA -10-06-17 APPLICANT: Firm Ground A.E. HEARING DATE: July 25, 2017 PROPERTY OWNER: Jai Shriram Inc. APPLICATION DATE: July 6, 2017 REQUEST: Planned Development Amendment PREPARED BY: Sarah Thomas LOCATION: 3035 Holiday Lane COMPREHENSIVE PLAN: RC, Retail Commercial ZONING: PD, Planned Development SUMMARY OF REQUEST Firm Ground A.E., on behalf of the owner of Country Inn & Suites, is requesting approval of a Planned Development Amendment to allow a hotel expansion of an additional 55 hotel rooms and an 87 occupant conference room upon approximately 5 acres located at 3035 Holiday Lane on property legally described as Lot 3, Block 1, Oakview Center and Lot 1, Block 1, Oakview Center 2nd Addition. 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 subject property is part of the Oakview Center Planned Development (PD) that was approved in June 1998. The Oakview Center development originally consisted of 8 lots. This is the final lot to be developed within the PD. The existing four-story hotel received approval in 2000. Planning Report — Country Inn & Suites July 25, 2017 Page 2 The vacant subject property was originally two lots and the 1998 PD allowed for two Class I Restaurants. A PD Amendment was approved in 2006 to combine the two parcels and change the use of the property from two restaurants to one hotel. EXISTING CONDITIONS The subject property consists of two separate parcels. The existing 78 -unit hotel was constructed in 2001. The vacant parcel has been previously graded in anticipation of future development. There is no significant vegetation on the site. All City utilities are available to serve the site. The site is fronted by four public streets; Lone Oak Road to the north, Holiday Lane to the east, Courthouse Lane to the south, and TH 55 to the west. The hotel site has been previously landscaped, and the vacant sire is generally clear. The majority of the site will be disturbed in preparation for the proposed building and parking lot. Site grading, the installation of water and sewer service stubs, and the construction of stormwater ponds to serve the development were constructed with previous development. The site generally slopes to the north with elevations ranging from 651 to 862. SURROUNDING USES The following existing uses, zoning, and comprehensive guide plan designations surround the subject property: EVALUATION OF REQUEST Description of Proposal — The development area consists of two lots. The western lot is developed and the eastern lot is vacant. The applicant is proposing to amend the approved use for the eastern property which allows a stand-alone, four-story 130 -unit hotel building. The proposed hotel expansion of 55 rooms would cross a property line and easements, resulting in the need to replat parcels into one lot and vacate/replace the public easements. These are conditions of approval. Existing Use Zoning Land Use Designation North Vacant (residential) A, Agricultural RC, Retail Commercial East Single family home A, Agricultural RC, Retail Commercial South Fast Food Restaurant/Hwy 55 PD, Planned Development RC, Retail Commercial West Office/Hwy 55 I-1, Limited Industrial IND, Limited Industrial EVALUATION OF REQUEST Description of Proposal — The development area consists of two lots. The western lot is developed and the eastern lot is vacant. The applicant is proposing to amend the approved use for the eastern property which allows a stand-alone, four-story 130 -unit hotel building. The proposed hotel expansion of 55 rooms would cross a property line and easements, resulting in the need to replat parcels into one lot and vacate/replace the public easements. These are conditions of approval. Planning Report — Country Inn & Suites July 25, 2017 Page 3 The proposed expansion also includes an 87 occupant capacity conference area. The main entrance to serve the conference area and hotel expansion will remain as exists today. Parking surrounds the building to the north, east and south. A large parking lot is planned for the eastern portion of the site. The existing access will remain, and one new parking lot entrance is proposed on the public street portion of Courthouse Lane, directly across from Holiday Lane. Additionally, the applicant's narrative states, "The current proposed phase of development includes a pad for a future restaurant at the east end of the site. It is not financially feasible at this time for hotel ownership to simultaneously develop a new restaurant, however they are in talks with restaurant owners in an effort to build and open a new restaurant on site in the near future." The development proposal does not include specifications on the restaurant, thus, a PD Amendment would be required in the future to allow review of how the added use will impact site operations, parking, etc. for such a use. Compatibility with Surrounding Area — Through the Planned Development zoning, specific uses were identified for all 8 lots in the development. One hotel was approved and constructed to the west of the subject site. The 2006 PD Amendment allowed for a second hotel on the eastern lot. A hotel was previously determined to be a suitable use for the eastern parcel. Other uses in the area include a Class II restaurant, convenience store, and multi -tenant retail building, office building and recently approved self -storage facility. Airport Compatibility — The City of Eagan considered airport noise as a factor in its Comprehensive Land Use Guide Plan and has adopted an Aircraft Noise Zone Overlay District in the land use regulations of the City Code in accordance with the Metropolitan Council's 2030 Transportation Policy Plan Appendix M (Land Use Compatibility Guidelines for Aircraft Noise). New construction as defined within these regulations is subject to noise attenuation requirements to limit negative impacts of aircraft noise within established noise zones. The current noise policy contours place this site within Noise Zone 4. The Met Council's land use compatibility guidelines consider transient lodging to be a provisional use in this zone. As such, the building is required to incorporate sound attenuation measures to achieve an interior sound level reduction of 19 dBA within Zone 4 per City ordinance. Lots — The property is currently platted as two lots; the existing hotel is 1.89 acres and the vacant lot is 2.95 acres in size. The property will need to be replatted as one lot prior to issuance of a Building Permit. Bulk Standards — Setbacks — Typical building setbacks would be 10' side and 20' rear yard, and 30' from public right-of-way. A 50 -foot setback is required from Lone Oak Road. This site has public street frontage on three sides (including 180' of private street), and the building placement satisfies the setback for all front yards. Planning Report — Country Inn & Suites July 25, 2017 Page 4 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 is 19.6" which is also acceptable. Building Coverage — The building coverage ratio is acceptable. The building addition footprint is 5,872 s.f. This results in a building coverage ratio of 4.6%, and is below the typical maximum zoning standard for commercial districts, which ranges from 20% to 40%. The building coverage ratio for the hotel originally approved with the PD for this site in 2006 was 15.3%. In addition to the provided calculations, the applicant should provide building coverage calculations for the proposed development in its entirety within the Site Area Table of the Site Plan. Green Space — The proposed development maintains 30% green space on the property. This is consistent with typical City Code requirements which are 30% in commercial zoning districts. As with building coverage, the applicant should provide green space calculations for the proposed development in its entirety within the Site Area Table of the Site Plan. Parking — As calculated below, a total of 91 off-street parking spaces are required of the proposed hotel expansion: Required Proposed Use Intensity Parking Hotel Expansion 55 rooms 62 stalls Conference Area 87 seats 29 stalls Restaurant/Dining unknown XX stalls Total Parking Required 91 stalls Total Parking Provided 201 stalls Difference +110 stalls (120% above City Code) City Code requires hotel parking in the amount of one stall for each room plus one stall for each 8 rooms. The proposed addition calls for 55 rooms which equates to 62 parking stalls. The plan also includes a conference room for 87 occupants and a future phase for a restaurant. Required parking for a conference center or restaurant are one stall for every three seats of design capacity. The proposed conference room requires 29 stalls. Thus, this development requires a minimum of 91 additional parking stalls. The Site Plan provides 201 parking stalls or 110 stalls in excess of the minimum requirements. Planning Report — Country Inn & Suites July 25, 2017 Page 5 This chart provides a comparison of the proposed hotel and its expansion, a hotel which recently received Preliminary PD approval, and one which was constructed in 2015. Hotel Required Parking Proposed Parking Country Inn & Suites 179 289 Comfort Suites 96 93 + 4 proof Holiday Inn Express & Suites 105 119 At time of development, the existing hotel both proposed and required 88 parking stalls for the 78 rooms. The applicant did not provide existing parking calculations. Existing parking calculations should be included with the Final Planned Development and parking calculations should be provided for the site in its entirety. This is included as a condition of approval. While the applicant's narrative indicates a desire for a future restaurant pad, no specific information was provided for this use. In staff's estimation, the amount of proposed parking appears excessive and suggests a reduced amount of parking be constructed until the time the restaurant is constructed or other, more intense development occurs to justify the need for more parking. A PD Amendment would be required for the restaurant, and parking would be further evaluated at that time. The applicant's narrative states, "An expansion of the parking lot is proposed to accommodate the increased usage of the site for hotel guests, meeting attendees, restaurant patrons, and guests flying out of town who need a secure place to store their vehicle. This parking is essential to accommodating the diversified uses of the development." Due to the considerable amount of parking proposed (120% above City Code), it should be noted that overnight parking is limited to hotel guests only. This is included as a condition of approval. Consistent with the dimensional standards for the existing hotel, parking stalls are proposed to be 9' x 18' with 24' drive aisles. Building Elevations/Architecture — The existing hotel primarily consists of EIFS and glass, which is inconsistent with current City Code requirements. The applicant's narrative states, "The addition will feature materials that match the existing. Brick on the first floor and EIFS on the top three levels will seamlessly blend the new constriction with the existing." Planning Report — Country Inn & Suites July 25, 2017 Page 6 Current City Code requires newly constructed buildings in the NB zoning district to meet the following exterior finish materials standards. The building must utilize at least two different Class I materials (brick, glass, natural stone, architectural metal panels) comprising at least 65% of the building. Up to 35% of the building may be Class II or Class III (specialty concrete block, masonry stucco, manufactured stone — Class II; EIFS, precast concrete, Class III) or Class IV materials (smooth concrete or scored concrete block, tip up panels). The maximum amount of Class IV material should not exceed 10 percent. Further, the applicant's narrative states, "While this material (EIFS) palette does not align with Eagan's current material requirements, the decision to match with the existing building will result in a more cohesive and attractive addition that better serves the site." 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 accommodate trash, recyclable and organic materials containers. The Site Plan depicts trash storage proposed within an enclosure attached to the northeast corner of the building. Access to the trash will be from the parking area on the north side of the site. The Floor Plan does not include the trash enclosure and should be revised. The Elevation Plan should also 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. The overhead door should be painted to match the building. Mechanical Equipment — City Code requires all mechanical equipment, whether ground or roof mounted, to be fully screened from off-site views. The Site Plan does not identify ground equipment. Any ground equipment should be screened with landscaping. The building is not proposed to have rooftop mechanical equipment as it is designed with a pitched roof. Signage — City Code permits one free-standing sign per lot and building signage on two elevations. A 12' pylon sign exists at the southeast point of the existing hotel property. The pylon was approved for a max 12' in overall height with a 57 sf max sign face. The brick base is 4'-8" high x 8' wide, and a small manual reader board is imbedded in the brick base measuring 2' high x 6'-7" in width, as approved in the PD plans. The current sign face after rebranding to Country Inn is 5'-5" in height and 9'-3" in width and measures 50.1 sf in area. The pylon sign lacks a landscape bed which should be incorporated into the Landscape Plan. This is included as a condition of approval. 1! COUflTRY INN & SUITES OV can1.60x• Planning Report — Country Inn & Suites July 25, 2017 Page 7 The Final PD allowed for, and the existing signage consists of, building signage on three elevations: south, west poolside and east. The Elevation Plan identifies signage on the same three elevations. No additional free-standing signage is proposed. All building signage should be subject to City Code standards, and a Sign Permit(s) obtained prior to installation of any signs. Building Address Numbers — Building address numbers should be installed consistent with the provisions of Section 2.78 of City Code. Landscaping — The proposed landscape plan is acceptable, with some modifications. A variety of plant materials are proposed throughout the site including deciduous and coniferous trees as well as ornamental trees, shrubs and perennials. Parking islands are planted with shade trees and shrubs (low -grow sumac). Foundation plantings are proposed on all sides of the building and include a variety of perennials and shrub materials. The proposed landscape plan does not provide adequate screening of the parking lot along southern perimeter. A solid screen of not less than 3' 6" should be constructed to capture the vehicle light beam. Lastly, automatic irrigation should be provided for all landscaped areas. A financial guarantee for installation of the landscaping should be provided in accordance with the City's Landscape Ordinance, at the time of Building Permit. A revised Landscape Plan incorporating these changes should be provided for inclusion in the Final PD Agreement. Tree Preservation — The site was previously graded. Therefore, there are no tree preservation issues associated with this proposal. 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 pole and building mounted LED fixtures. Pole lights are proposed at 28' mounted height. The pole -mounted parking lot lights should be the same height as on the adjacent lot, which are 28' in height (3' base with 25' pole). Planning Report — Country Inn & Suites July 25, 2017 Page 8 The photometric plan shows some areas where parking lot illumination is below 0.5 footcandles along the northwestern edge of the site where the hotel addition begins. A revised Final Site Lighting Plan should confirm consistent pole height and that the level of illumination from both the proposed fixtures is sufficient to meet the 0.5 footcandle standard throughout all areas of the parking lot. 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 new impervious surfaces totaling approximately 2.15 acres to a 2.95 acre parcel (Lot 1 Block 1 of Oakview Center 2nd Addition). This development will need to comply with the City's Post Construction Stormwater Management Requirements (City Code §4.34) for stormwater management and surface water quality, including Runoff Rate Control and 1.1" Volume Control. To meet the 1.1" Volume Control requirement for this development proposal, 8,598 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. Rate control will be provided by a public stormwater pond system (GP -11 & GP -11.1) that were originally constructed for the overall development of Oakview Center. 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 8,708 cubic feet of volume control, with the underground stormwater chambers, to capture and infiltrate the site's impervious surface runoff. The applicant proposes to include a header row and (#) 4 -foot sump for pre-treatment. Overflow would be connected to the public stormsewer system that flows into a regional stormwater pond (CP -3.3) that is northwest of the site. Eagan Water Resources has reviewed the applicant's plans, stormwater design summary and modeling provided for stormwater management and finds the proposed plans to meet City Code §4.34 Post -Construction Stormwater Management Requirements are acceptable with conditions to ensure appropriate construction, protection, stormwater pre-treatment and assurances for long- term function of the stormwater management system, and proper implementation of the proposed Soil Management Strategies for the disturbed soil areas that are proposed to be revegetated. Storm Water Drainage — The entire site lies within Drainage District G (as designated in the City Storm Water Management Plan — 2007). Storm water will flow through a privately owned and maintained system on-site to an underground stormwater infiltration chamber in the southeast corner of the site, and then flow through public storm sewer under Courthouse Lane to City Pond GP-11to the east. The storm water ultimately travels to Burr Oaks Pond. Planning Report — Country Inn & Suites July 25, 2017 Page 9 Utilities — Lateral water and sanitary sewer lines were installed with the initial development of the property. The existing building is connected to water and sewer services. A new water and sewer service is shown on the construction plans. Only one water service is typically allowed for commercial buildings. The engineer verified the existing water service is adequate to serve the expanded area, so the proposed second water service will be removed from the plans before being submitted for a building permit. Streets/Access/Pedestrian Circulation — This property is adjacent to four public roads (Lone Oak Road, Holiday Lane, Courthouse Lane, and TH 55), but only has access to the private street portion of Courthouse Lane. A new parking lot entrance is proposed on the public street portion of Courthouse Lane, directly across from Holiday Lane. The applicant should restore the street, curb and gutter, and boulevard in a manner acceptable to the City Engineer, for any parking lot or utility connections that extend into public right-of-way. An internal private sidewalk is shown to be extended around the south and east sides of the building expansion. No additional pedestrian facilities are proposed. Easements/ Permits/ Right -of -Way — Public drainage & utility easements currently exist on both lots. The easement over the common lot line is in the building expansion area, so all easements are proposed to be vacated, and new easements will be dedicated with the new plat. Because the property is adjacent to Lone Oak Road and TH 55, both Mn/DOT and Dakota County will need to review the plat prior to final approvals. It is anticipated additional right-of- way will be necessary along both roads. The applicant will need to adjust the property lines and easements as necessary to meet both agencies requirements. Any property line adjustments may require alterations of the parking lot layout to meet parking lot setbacks. This development should be responsible for the acquisition of all regulatory agency permits required by the affected agency prior to the issuance of a building permit. 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 dedications were previously satisfied for the existing hotel; however, the building addition is responsible for cash park and trail dedications payable at the time of Building Permit at the rates then in effect. The 2017 park dedication fee is $939 per 1000 square feet. The 2017 trail dedication fee is $1,289/net acre. SUMMARY/CONCLUSION The applicant is proposing an expansion of an existing hotel with an addition of 55 rooms and an 87 -person capacity conference space. The applicant also indicates the desire to add a future restaurant; however, the timing of this potential added use is unknown. Planning Report — Country Inn & Suites July 25, 2017 Page 10 The proposed building expansion occupies only 4.6% of the approximately three acre vacant parcel. Over two acres of new parking lot surround the building addition and cover the remainder of the site. The proposed parking stall count exceeds City Code requirements by 120%. Thus, it is a policy matter for City Officials to determine whether the amount of surface parking is acceptable. The proposal makes use of previously approved deviations to parking stall dimensions, building materials and building signage, which can be accommodated within the Planned Development. The proposed development plans appear to largely satisfy typical City Code bulk standards, with some modifications as identified in this report. Subsequent to the PD Amendment, platting of the property and a Final Planned Development which incorporates modifications to the plans as identified in this report will be required prior to development of the site. ACTION TO BE CONSIDERED To recommend approval of a Planned Development Amendment to allow a hotel expansion of an additional 55 hotel rooms and an 87 -occupant conference area upon approximately 5 acres located at 3035 Holiday Lane on property legally described as Lot 3, Block 1, Oakview Center and Lot 1, Block 1, Oakview Center 2nd Addition. If approved the following conditions shall apply: 1. A Planned Development Amendment 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 Planned Development Amendment Agreement shall include the following exhibits: a. Site Plan b. Building Elevations/Wall Signage Plan c. Landscape Plan d. Photometric Plan 2. 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/Wall Signage Plan c. Final Landscape Plan d. Final Photometric Plan 3. The property shall be replatted as a single lot prior to issuance of a Building Permit. 4. The Site Plan shall be revised to identify required and proposed parking calculations on the plan and within the Site Area Table. Planning Report — Country Inn & Suites July 25, 2017 Page 11 5. The Site Plan shall be revised to provide building coverage and green space calculations for the proposed development in its entirety. 6. The Site Plan shall be revised to provide the existing parking calculations for the proposed development in its entirety. 7. The Site Plan shall be revised to provide the required parking for the hotel addition only. 8. The trash enclosure shall be located on the Floor Plan and Elevation Plan, as shown on the Site Plan, and constructed of materials to match the building, with an opaque gate that is compatible with the building finish materials. The overhead door shall be painted to match the building. 9. Overnight parking shall be limited to current hotel guests. 10. The applicant shall be responsible for cash park and trail dedications for the building addition payable at the time of Building Permit at the rates then in effect. 11. The building shall incorporate sound attenuation measures to achieve an interior sound level reduction of 19 dBA within Zone 4 per City ordinance. Compliance with this standard shall be demonstrated at the time of Building Permit. 12. The trash/recycling area shall be of a size that can accommodate trash, recyclable and organic materials, and meet other design standards in the City Code for materials, height and gates. 13. The Site Plan shall provide placement of mechanical equipment and compliance of screening standards for ground service and mechanical. 14. All building signage should be subject to City Code standards, and a Sign Permit obtained prior to installation of any signs. 15. Building address numbers shall be installed consistent with the provisions of Section 2.78 of City Code. 16. A revised Landscape Plan shall be submitted to provide screening of the parking lot to the south and to incorporate a landscape bed around the Pylon sign in a form acceptable to City staff. 17. Automatic irrigation shall be provided for all landscaped areas. A financial guarantee for installation of the landscaping shall be provided in accordance with the City's landscape ordinance, at the time of Building Permit. 18. The pole -mounted parking lot lights shall be the same height as currently exist, which are 28' in height (3'base, 25'poles). Planning Report — Country Inn & Suites July 25, 2017 Page 12 19. A revised Final Site Lighting Plan shall confirm consistent pole height and that the level of illumination from the proposed fixtures is sufficient to meet the 0.5 footcandle standard throughout all areas of the parking lot. 20. Only one water service shall be extended to the building. 21. The applicant shall restore the street, curb and gutter, and boulevard in a manner acceptable to the City Engineer, for any parking lot or utility connections that extend into public right- of-way. 22. The applicant shall be responsible for the acquisition of all regulatory agency permits required by the affected agency prior to the issuance of a building permit. 23. The applicant shall meet the City's Post Construction Stormwater Management Requirements (City Code §4.34) for stormwater management and surface water quality, including Runoff Rate Control and 1.1" Volume Control of the site's new impervious surface area and any other disturbed soils that are not remediated following an approved Soil Management Strategy. Planning Report — Country Inn & Suites July 25, 2017 Page 13 24. The applicant shall provide adequately sized pre-treatment (e.g. 4' minimum sump depth with scour protection and skimmer hood, etc.) at, or immediately upstream of, all stormwater management facilities (e.g. sub -surface infiltration chamber galleries) inlets to provide for effective capture and easily -accessible cleanout of fine -sand sized particles and floatable pollutants. Details shall be included in applicable plan sheet(s). 25. 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 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. 26. 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.) 27. 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. Planning Report — Country Inn & Suites July 25, 2017 Page 14 28. During sub -surface infiltration chamber gallery 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 0.5 -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). 29. 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. \ NogTNW'Pi ) ) 411011 4 - 4114 City of Eag,al YQ O 55 °9� \ Location Map Project Name:Country Inn & Suites Request: Planned Development Amendment Case No.: 12 -PA -10-06-17 • 0 o"Fo 9,, Subject :111 Site -111 Ilk °OU .. IAIWIIIIIIII II Oa IINIMIL f PUL ORO L APOLLO ROAD Ali n um IN ,�� �r� 1 a �u ��O ; raexee 000ale Ra %,,, MI ri Wit -tp Mi: a- ■ if - iii ® a PI ill G'' PEL LANE 11111 Oiffley Rd iiii: Map Area E ent flCliff Rd °I 101 � ' Bur Oaks -Park j7 I//I I 1 148 w• :74/1 ...- .,�..�..�..�.. .�,.�.,,_..�..J .� '„I ALDRIN DR v - Thresher Fields Park ,, , allP l . LA .11,,,.. - 4 &Imo. I / N ■ .. le 1I 'Feet 0 500 1,000 Project Name: Country Inn & Suites Request: Planned Development Amendment Case No.: 12 -PA -10-06-17 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 400 200 0 Feet • Y-7-====.-T.TY.T....-'. CORM PLC, INC Pfei•Ct LOT 1, BLOCK 1, OAKVIEW CENTER 2NO ADDITION EAGAN, MINNESOTA CertMANI. Summagy R1b 1•6+ANN Sheet Tlele AETA/NSPS LAND TIRE SURVEY SAN, NO. IMAM* 1/1 RoOrt 14a. zoma REVISION SUMMARY ESCRIPPON SITE SURVEY 00.1 RE ISION SUM DALE OESCRIPTION — — —EX19l TYR CONSTRUCTION LIMITS ONSTRUCTIOLUMtTS PRINT STRIPING TYP. r Gsu MT. a � MI `=l v44 1118 8612 CSG TYP AGGE98ISPACF_ INCL. GNAGS AND PAMP B NMT,J rTBYPT B612 CSG R4 Rj BIT FVMT.J • ^' �TYP 8612 MGT.. MATCH EXISTING, TVP.. CONSTFEETIXXN LIMITS' 4,62 111 NMT STRIPING pb 33.33 ti 8612 CAG, M. L PVMT.STRIPIN so - TYP MIN B612GIG. TYP.- R=100 HO,: L— 7 0— L-47 _2 27'25'51" ONCRETE DRIVER/AV STANDARDS, "HP //1/. /✓/�// B612 C. TM, a 24.4- 4 1t4 26. 4.4-2 STRIPING' 6 SITE LAYOUT NOTES: CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING TION, INCLUDING BUT NOT LIMITED TO LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINER EASEMENTS SETBACKS I./RETIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLEFOR FINAL LOCA ONS OF ALL REVISIONSELEMENTS FOR 11.1E SITE. ANT REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. LAYOUT FOR APPROVAL THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHTDF-WAY ANO STREET OPENING PERMIT. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS 4 LOCATIONCONTRACTOR SHALL FIELD VERIFY COORDINATES AND REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS, 5. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE ANO SMALL BE STAKED IN THE FIELD, PRIOR TOINSTALUTION, FOR REVIEW AND APPROVAL BYTME ENOINEEPLANDSCAPE ARCHITECT, 6. CURB DIMENSIONSSHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS 7. TNE CONTRACTOR T THE ENGINEER/LANDSCAPE I ARCHITECT SHOP ROR TOFABRIGARON FOR ALL SPECIFIED OE ALL SITEIMPROVEMENT MAIN AND APPROVAL B RIALS SUCH AS, BUT NOT UNITED TO THE FOLLOWING, FURNISHINGS PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES LANDING PADS FOR CURB RAMPS AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED 'ARTERIALS NOT PREVIOUSLY APPROVED 0. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH RDA REQUIREMENTS—SEE DETAIL 9. CROSSWALK STRIPING SHALL BE 2IWI0E WHITE PAINTED LINE. SPACED CB' ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ALU. OR LOCAL GOVERNING BODIES. 10 URB AND GUTTER TYPE SHALL BE 8612 UNLESS OTHERWISE NOTED ON THE DRAWING&TAPER BETWEEN CURB TYPESSEE DETAIL. 11. ALL CURB RADII ARE MINIMUMS UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL REFER TO MNAL PLAT FOR LOT BOUNDARIES,NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 13. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. SET PARALLEL OR RPENDICULA3 TO EXISTING BUILDING ER G UNLESS NOTED OTHWISE. 5. ALL E PARKINS CLOT PAINT STRIPPING TO BE WHITE, 13 WIDE TYP. 16, BITUMINOUSPAVING TO RELIGHT 011. UNLESS OTHERWISE NOTED, SEE DETAIL SHEETS FOR PAVEMENT SECTIONS IT ALL TREES MAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. CITY OF EAGAN SITE SPECIFIC NOTES: 1 RETAINING WALLS GREATER THANFEET IN HEIGHT WILL REQUIRE SEPARATE BUILDING PERMIT. CONTRACTOR TO PROV DE ENGINEERED PLANS AS REQUIRED. SITE AREA TABLE: SITE AREA CALCULATIONS BUILDING COVERAGE ALL PAVEMENTS ALL NON -PAVEMENTS TOTAL SITE AREA SURFACEIMPERVIOUS EXISTING CONDITION PROPOSED CONDMON DIFFERENCE(EX. VS PROP,) IMPERVIOUS TOTAL EXISTING 0 S GM 6,626 SF 8293 121,892 SF 91.893 PROPOSED 5,822 SF 6.693 831,0313 SF 65.3193 38,603 SF 30.093 128,518 SF 100,036 128,618 SF 100096 6,626 SF 5.296 89,915 SF 20,036 83,289 SF SUM 89,915 SF 20,0% SITE PLAN LEGEND: 11IIIU • — — _ • t 89,9. SF 20.096 LIGHT DU, BITUMINOUS PAVEMENT HEAVY DUET BITUMINOUS PAVEMENT CONCRETE PAVEMENT AS SPECIFIED (PAD OR WAIN PROPER, LINE CONSTRUCTION LIMITS CURB AND ORTERSEE NOTES (T.031. CDT GUTTER WHERE APPLICABLE.SE PLAN TRAFFIC DIRECTIONAL ARROWS SI. AND POST HCACCESSIBLE SIGN LY SR. DRAWINGS REQUIRED. NP=NO PARKING FIRE LANE ST=STOP CP=COMPACT CAR PARKING ONLY II GOPHER STAGE O.EeCo µL Ai': riiTil13303 0 SE, y ir Civfl 118 .311. s a®, 54 MN rIF1RM 6ROLLND COUNTRY INN & SUITES EAGAN HOLIDAY LANE, EAGAN, MN 55121 I HEREBY CERTIFY HAT TIII6 PLAN. 6FEHFLoRT.N. oR Po. .3 PTUTREVnISegirANTTI'1".77.3TA K737 UNDER THE LAWS.... STATE OF DATE 0.0.12 umer. 40269 SITE PLAN C2.0 ISSUE/SUBMITTAL SU DATE opscapolos 05) sue AL NE ISION SUM DATE DESCRIPTION RY CONSTRUCTION -111CIEW 111, �jl y .P ■ �rJ oouR555 �II le® . MC; ®P AC/ s P 1 s_ r 4� at AA 56 .1 6606 50 OB GENERAL GRADING NOTES: — — I. SEE SITE PIAN FOR HORIZONTAL LAYOUT a GENERAL GRADING NOTES. CONSTRUCTION LIMITS 55 11 55 70 55 AO 53.85 R=100.00,6) L— 47.88 '' 27'25'51" _ 70.00 /-7 -7 -. 0.i2 EROSION CONTROL NOTES: 2 THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TOSITE PREPARATION. SOL CORRECTION EXCAVATION. EMBANKMENT ETC)10 ACCORDANCE WITH THE REQUIREMENTS OF HE O W NER S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY .E OWNER'S SOILS ENGINEER THE CONTRACTOR SHALL E RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIGNS WITH THE SOILS ENGINEER. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS 6 PERMIT REQUIREMENTS OF THE CITY, PROPOSED SPOT GRADES ARE FLOW -LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. GRADES OF WALKS SHALL BE INSTALLED WITH 559 MAX LONGITUDINAL SLOE AND 1% MIN AN.%MAX. CROSS SLOE, UNLESS OTHERWISE NOTED. PROPOSED SLOPES SHALL NOT EXCEED 3.1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1 T. PROPOSED RUNNING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN P IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR RENEW AND APPROVAL PRIOR TO CONSTRUCTION. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FORA FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEERAANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SHO B. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED DY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE, 10 EXCAVATE TOPSOIL FROM AREAS TO BE FURTER EXCAVATE OR REGRADED AND STOCKPILE IN AREAS DESIGNATED TOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OLTLSOE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED TOA DEPTH OF 0INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TOA MINIMUM DEPTH OF 5INCHE, FINISHED11 E E GRADING SHALL COMPLETED: TCONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING,DNCLUONG ADJACENT TRANSITION ARKS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE ALL AREAS DISTURBED BY THE CONINACTORS OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK 1 2 PRIOR TO PLACEMENT OF THE AGGREGATE BASE A TEST ROLL WILL BE REQUIRED ON THE STREET ANDIOR PARKING AREA SUBGRADE THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE 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 PS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL NE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTIOWOETENTION SYSTEMS. TOLERANCES 13.1. THE BUILDING SURFACE ELEVATION SHALL STIINDE FOOT PBOVE OR 0.30 FOOT BELOW, THE PRESCRIBEOELEVATIONAT ANY POINT WHERE MEASUREMENT IS MADE. 13.2. THE STREET OPARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN IPA FOOT ABOVE, OR 0,10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE 13.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL RE GRADED TO WITHIN 0.30 FOOT PROVE OR BELOW THE ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 13.A. TOPSOIL SHALL BE GRADED TO PLUS DR MINUS II2 INCH OF THE SPECIFIED THICKNESS. II 14. MAINTENANCE THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. 14.2: CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND ROTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHET. TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 14.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENTCONSTRUCTON OPERATIONS OR ADVERSE mER CONTRACTOR SHALL SCARIFY, SURFACE RESHAPE AND COMPACT TOEOuEO DENSITY PRIOR TO FURTHER CONSTRUCTION If>06•• SEE SWPPP ON SHEETS S W 1.BS W 1.5 CITY OF EAGAN GRADING NOTES: I. PRIOR TO FINAL GRADING AND PRIOR TO INSTALLATION OF ANY IRRIGATION AND PLANTINGS. THE DISTURBED AREAS THAT ARE TO BE REVEGETATED SHALL HAVE PROTECTED ANDOR RESTORED SOIL PERMEABILITY TO NONCOMPACTED SOIL CONDITIONS TO A IMINCH DEPTH WITH NO LESS THAN 5% SOIL ORGANIC MATTER CONTENT, TO COMPLY WITH IMPERVIOUS MITIGATION REQUIREMENTS. REPRESENTATIVE ONSITE SOIL SAMPLES SHALL BE PROVIDED TO TE CITY WATER RESOURCES STAFF, GRADING PLAN LEGEND: 1125 EX, CONTOUR ELEVATION INTERVAL 3 1.6 CONTOUR ELEVATION INTERVAL \9126 SPOT GRADE ELEVATION(GUTIERFLOW LINE UNLESS OTHERWISE NOTED) 691.00G SPOT GRADE ELEVATION GUTTER 89160 LL SPOT GRADE ELEVATION TOP OF CURB ez1.00 SS/Ts SPOT GRADE ELEVATION BOTTOM OF STARS/TOP OF STAIRS CURB AND GUTTER (T.O=TM DIRT) EMERGENCY OVERFLOW EDF=1135.52 \ GOPHER STATE ONE CaL N7Fe�L Civfl N& ® GD Im 401 mos sr sun. 200. sT LOGS PARK 1611 55416 FIRM OROEINO COUNTRY INN & SUITES EAGAN HOLIDAY LANE, EAGAN, MN 55121 XED6B16 CERTIFY 741/17- 7106 PLAN. SPECIFICATION. OR D PORT WAS ":197E'REVnI6e1OrPNORTrP117767/1 0'217 Noe DArs 0,0,17 ucErtr. 40269 GRADING PLAN C3.0 HEO 1 -HEO - - ---_- LANDSCAPE NOTES: LPD _ __ -- -- - -- - T ALLSHHUBBEOSSHALLBEMULCHEGWRH4'OEPTHOFDOUBLE SHREDDED HAROWOGOMULCHOVERWEED -- -- -- BMRER.OWNER'S REPSHP.LL APPROVE MULCH SAMPLE PRIORTOINBTPIUTION. EGGING SHPII BE METAL -- - - —y -- -- --- EDGING OR APPROVED EQUAL. AR TREES SHALL BE MULCHED WITH SHREDDED HARDWOOD MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED. IF APPLICABLE. ALL MULCH SHALL BE KEPT WRHIN AMINIMUM OF 29 FROM TREE TRUNK. ������LILIr1i IIIIRiI:� � I CONSTRUCTION LEAFS PFC LA 00TAL DECDUOUS_ TREES: 47 PLANT SCHEDULE - ENTIRE SITE SYM QUANT. COMMON NAME BOTANICAL NAME SIZE ROOT COMMENTS NRM SHL GS HEO DECIDUOUS TREES 14 U G MAPLE 18 SKYLINE HONEYLOCUST GREENSPIRE LINDEN 4 HERITAGE ENGLISH ON( km- mho, Northwood GIRONA wM lie cordate'Greenspirc Cluercus 25' CAL. 2.5'. MB STRAIGHT LEADER. FULL ORM Be STRAIGHT LEADER. FULL FORM BBB STRAIGHT LEADER. FULL FORA 259 CAL BBB STRAIGHT LEADER. FULL FORM PDPB 9 PRAIRIE DREAM PAPER BIRCH sande pepyMe8VarP 2.59 CAL. 080 STRAIGHT LEADER. FULL FORM ORNAMENTAL TREES TOTAL ORNAMENTAL DRAB TOT 4 THORNLESS HAL, HORN TREES. 73 ISL 4 IVORY SILK LILAC TREE Melu545575re' OMMWua.8E035 SH91ge retlMata'Iwr. t.s'GL. BBB STRAIGHT LEADER. FULL FORM 1.59 GAL BAB STRAIGHT LEADER, FULL FORM 1.59 CAL. BBB STRAIGHT LEADER. FULL FORM EVERGREEN TREES TOTAL EVERGREEN r CBS 546 TREES: 49 CWP SPRUCE27 BLACK HILLS 13 COLORADO SPRUCE 8 COLUMNAR WHITE PINE Pi0ee94983 88.3 Area Wlpens Rn u0Ambus73819iM5' HT. BBB STRAIGHT LEADER FULL FORM HT. 136B TR/LIGHT LEADER FULL FORM S' M. 00 STRAIGHT LEADER. FULL FORM SHRUBS • CONIFEROUS B EVERGREEN TOTAL SHRUBS. Acs 329 D14 23 DWARF KOREAN LILAC GLS 170 NORTHERN CHARM BOXWOOD 128 GRO-LOW SUMAC Buxus NAA. IV HT. CONT. Synnos meyen PMNF' 2, HT. CONT Rims arwna.'Grebma' 249 HT. COM PERENNIALS 8 GRASSES. AUTUMNALS 29 JOY SEDUM PMG ]3 PARDON ME MALL, SBD 9 STELLA SUPREME DAYLBY MFG 57 MEXICAN FEATHER GRASS Sedum Autumn Joy' Hemeomllk Eallon Me' HememuMb'Sbpa Supreme' Stipa RF 455 P7077554 75 CARADONNA SALVIA SeM5 x My-as7's Care4mme.. - POPS POPS PEPE 3. PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN AOCIATIONOFNURSERYMENANDASIEDSHALL BE OF HARD, STOCK, FREE FROM DISEASE, DAMAGE NSSB MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD. 4. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE EWAN,/ OF PLANTS SHOWN ON THE SCHEDULE AND THE CLUANWLY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 5.OITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHRECTTHROUGHOUT THE DURATION OF E WINGSACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE 6. ALL AREASOSNOSED BY CONSTRUCTION ACTNRIES SHALL RECEIVE 49 LAVER LOAM AND SOD AS SPECIFIED UNLESS OTHERWISE DRAWINGS. ]. ODOF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES. DORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 8. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. 9. RE3AIR AT NO COST TO OWNER ILL DAMAGE RESULTING FROM UNOSO8PE CONTRACTORH ACTIVITIES. 10. SWEEP AND MAINTAIN All PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S PARKING ISLAND CALCULATIONS: PARKING ISLAND CALCULATIONS TOTAL PARKING AREA REQUIRED ISLANDS (5%) 81.805.0 SF 4.094.3 SF PROPOSED ISLANDS 8.100.0 SF 7.4% % LANDSCAPE CALCULATIONS: COST OF BUILDING CONSTRUCTION $3,811,000.00 REQUIRED LANDSCAPE PLANT MATERIAL(3%) 8114.330.00 PROPOSED (SEE SCHEDULE ABOVE) TYPE UNIT PRICE DEC. TREES 500 CONIF. TREES 450 ORA. TREES SHRUBS PERENNIALS 300 75 15 LEGEND 050447. 47 49 13 329 243 $23.500.00 $22050.00 93,900.00 $24.675.00 $3,845.00 TOTAL $77,770.00 19 DIA DECORATIVE ROCK MULCH OVER FILTER FABRIC, SAMPLES REQUIRED SHREDDED HARDWOOD MULCH OVER FILTER FABRIC. SAMPLES REQUIRED SOD PROPOSED CANOPY 6 EVERGREEN TREE SYMBOLS -SEE SCHEDULE AND PLAN FOR SPECIES AND PUNTING SIZES PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE SCHEDULE AND MAN FOR SPECIES AND PLANTING SIZES # ,— ED PERENNIAL ANT SYMBOLS • SEE SCHEDULE RAND FLAN FOR SPECIES AND PUNTING 51215 lir— DECORATIVE BOULDERS, 18930912IA. GOPHER STATE ONOCALL trt n.va Rte co 0.0 .31 Ni 33-38 ST surrE Loa mFLRM 0fl0 510 HOLIDAY LANE, EAGAN, MN 55121 COUNTRY INN & SUITES 3035 HOLIDAY LANE, EAGAN, MN 55121 PREPARED eV,. OR UN ER AV DIRECT SUPERMION TM I AMP DULY LICENSED UNDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MIXHE90, DATE 7/07/17 UPENSE NO 24904 REVISIO SUM DAL DESCRIPTION PROJECT NO 17085 LANDSCAPE PLAN L1.0 0S1'1i8+r nn o1aJ SUE rnwr wc. es at QUEEN/QUEEN QUEEN/QUEEN QUEEN/QUEEN KING ROOM ROOM ROOM ROOM KING ROOM ACCESSIBLE QUEEN/QUEEN CORRIDOR n u CONFERENCE ROOM 1551 1190 SF KING SUITE KING SURE tat CLI wl• A FIRST FLOOR ADDITION PLAN Mir 275 Market Street. Ste. 360 Minneapolis. MN 55405 RegisteredArchitec Thomas P. Wasmoen met J1 LANGER 4 cONSIRSJCTION COU fTRY PROJECT COUNTRY INN EAGAN ADDRION CMOREORY TRW SCHEMATIC` DESIG TION CONS t r - N' FLOOR PLAN Al 01 FIRM GROUND n ACCESSIBLE KING J QUEEN/QUEEN QUEEN/QUEEN ROOM ROOM QUEEN/QUEEN ROOM ELEV LOBBY OUEEN/QUEEN KING ROOM KING ROOM KING ROOM ROOM g CORRIDOR KEEP STORAGE 1111 111H,11 11=1111 II • QUEEN/QUEEN ROOM QUEEN/QUEEN ROOM QUEEN/QUEEN ROOM QUEEN/QUEEN ROOM KING SUITE KING SUITE KING SUITE STAIR C TYP FLOOR PLAN 2-4 N • 275 Market Street. Ste. 360 Minneapolis. MN 55405 ReITZ edAren�t Thomas P. Wasmoen 20891 1. J1 LANGER i COMSTRUOTN]N COU fTRY PROJECT COUNTRY INN EAGAN ADDTOON CHECKED BY c. SCHEMATIC` DESIG TION cON� t t N'' TYP FLOOR PLAN 2-4 A111 FIRM GROUND Ai East Elevation EXISTING 1 FOURTH f3 -( -0"3""F2?'- 10 3ECOND FLOOR n"T1F0-Ir(7 Am West Elevation e South Elevation =7'414%"Js T"'";-6°*$- 1/16 -1-0 North Elevation FOURTH11-CrI; THIRD .r200 ' SECOND FLOOR FIRST1F0-1?? EXTERIOR ELEVATIONS Key Value Keynote Text MOI M02 EFIS-2 M03 EFIS-3 M04 BRICK EXISTING Ees.671 Nan 351 Soul (SF) Wes 9571 5155-1 2259 1 58 599 2578 9 35 2, 1551 8 203% 2268 3 50 799 .5155-2 837 257, 1872 3 25 5, 2952 6 38496 832 2 22 3, 51563 22 3 424 5 2.28 9 3 0, 12 7 SIND, 5144 15 2, 1257 9 17 2, 1257 2 16 5% WINDOWS 1172 16 03 1561 9 203% 187 5 0 9% 25 0 0 99% 119.7 24.B 0 7% ADDITION No6 9959 SouS913. Wes 939 1733 9 55.4% 2032.1 42 8, 1666 1 299, 529.5 76.3% 51533 779 8 24 9, 803 8 17 3% 1140.0 231% EIFS 3 47 a 327.1 11% 310.8 656% Oe% nice 552 .5, 1924 111, 726 5 14 994 1437 237% WINDOWS 54.0 32% 661 3 14 2% 2523 18.1% 0 0% DOORS 49 5 1 6% 24.9 5 5% 49.9 1 1% 275 Market Street. Ste. 360 Metneapolis. MN 55405 Thomas P. Wasmoen 1-8-2016 20891 9939999999 2111E LANGER OONSTRUCTION COUflTRY 0445 Ss Sul PROJECT COUNTRY INN EAGAN ADDMON PM, =1Zr 175=r9'. CHECKED BY SCHEMATIOC, ''oEsIGN1101'4 — 17 -vgr" oa.„1 EXTERIOR ELEVATIONS A401 FIRM GROUND LC"FIIM GROUND architects "Your well-built project begins with and endures on Firm Ground" Design Project Narrative Eagan Country Inn Addition 3035 Holiday Ln, Eagan, MN 55121 7-06-2017 It is the intent of our project team to create an attractive, desirable addition to the Country Inn of Eagan that enhances the use of the property to its full potential that also positively impacts the surrounding areas as well. In this proposal, our goals with the development are twofold: to add hotel rooms and amenities to upgrade overnight accommodation, and to provide a new conference space so that the site can be further utilized during the day. The hotel's site between the two main thoroughfares of Dodd Road and Lone Oak Road make it ideal for expansion in both facets: it is easily accessible to travelers seeking accommodation for business or pleasure in the surrounding areas of Eagan. The addition of 55 hotel rooms will bring added traffic for area restaurants, shops and other businesses. We will be adding one ADA accessible room per floor in the addition, as well as new ADA bathrooms to serve the conference space. We are also proposing a new exterior veranda with fireplace as an added amenity for hotel guests. The conference area will serve up to 87 occupants for conferences and events, helping to give the site increased usage during the day when it presently is not as utilized to its full potential. The current proposed phase of development includes a pad for a future restaurant at the east end of the site. It is not financially feasible at this time for hotel ownership to simultaneously develop a new restaurant, however they are in talks with restaurant owners in an effort to build and open a new restaurant on site in the near future. This future improvement will add another diversified usage to continue the site's enhancement and commercial benefit to the surrounding area. This development will generate increased commercial usage for the area and better utilize vacant land along a busy stretch of road. This constitutes a benefit for the public in terms of commercial development, increased property value and overall aesthetics that promote Eagan's city pride. On the current vacant site water runoff is unmanaged, a water capture strategy as planned by civil engineers is a benefit to the City's infrastructure in mitigating run-off. Additionally, responsible and effective water management and manicured landscape will be an aesthetic boon to the site's currently unkept field. The addition will feature materials that match the existing. Brick on the first floor and EIFS on the top three levels will seamlessly blend the new construction with the existing. While this material palette does not align with Eagan's current material requirements, the decision to match with the existing building will result in a more cohesive and attractive addition that better serves the site. An expansion of the parking lot is proposed to accommodate the increased usage of the site for hotel guests, meeting attendees, restaurant patrons, and guests flying out of town who need a secure place to store their vehicle. This parking is essential to accommodating the diversified uses of the development. Firm Ground Architects & Engineers Inc. 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com I Follow us on 10.61 LC"FIIM GROUND architects "Your well-built project begins with and endures on Firm Ground" The surrounding properties on the north side of Dodd Road include a McDonald's restaurant and a Holiday gas station. East of the proposed addition, across Holiday Lane are three single family residences. The planned addition will be contained to the west side of the properties to have a little impact on the homes as possible. Our team's proposed site plans include planting nearly 200 Boxwood shrubs in this currently unmown lawn. The residential properties are already screened towards our property and have a retaining wall. Due to these factors, we believe that the proposed work on our site will have minimal negative influence on nearby residential lots, while furthering the value of neighboring commercial lots. The development's primary impact on City services will be in relation to stormwater management. With the increased parking surface needed to accommodate the expansion, our civil engineers have prepared site plans to responsibly mitigate and manage stormwater on site. Due to these factors, we believe that this development proposal would result in a better use of land while responsibly addressing impacts on its surroundings and City services. Jeff Schuler, AIA Partner, Firm Ground Architects and Engineers Firm Ground Architects & Engineers Inc. 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com I Follow us on 10.61 IFT FIRM GROUND "Your well-built project begins with and endures on Firm Ground" Parking Narrative Eagan Country Inn Addition 3035 Holiday Ln, Eagan, MN 55121 7-28-2017 Dear Council Members, As part of the team working to build the 55 room addition and restaurant pad for the Country Inn and Suites in Eagan, I would like to address a few concerns raised by city staff and explain the owner and design team's process for the proposed building and site plan. As part of the planning commission discussion Tuesday July 25th, it was stated by staff that they believe we have an abundance of parking. This interpretation, however, is untrue. In the proposed layout for the site we have followed the city of Eagan requirements and Raj Patel's vision for his business. If you refer to our parking calculations provided on a separate page with this narrative we have followed the minimum parking requirement for the planned site. In the layout of the parking we are asking for 7 additional spaces beyond the city mandated minimum. This is in comparison to the staff report's cited approved comparable project, Holiday Inn Express & Suites, that was approved in 2015 with 14 additional spots above the minimum requirement. The additional spaces we are proposing will help accommodate the 90 person meeting room that the city minimum only devotes 30 spaces for. In Mr. Patel's many years of experience running multiple hotels and our experience as an architectural design firm, this is a significant underestimate for this type of space. When a conference room is rented out for a business seminar or meeting it is extremely rare for people from dozens of different businesses from different parts of the metro, state, or country to arrive at a conference with 3 people in each car. During this phase of construction, we are planning to provide parking for the hotel addition as well as the planned restaurant. By building for the future restaurant during this phase we are decreasing the construction cost to Mr. Patel making this project more feasible, and more importantly minimizing disruptions to the guests of the hotel during the construction of the restaurant. Mr. Patel is currently speaking with 4 established restaurateurs to open the planned restaurant as soon as possible as an amenity to his guests. When the restaurant opens it will generate more business for the hotel and surrounding area. The proposed site plan will fulfill the highest use of a mostly unbuildable property. During the development and grading of the parcels that are part of the Oakview Center, Oakview Center second addition lot 1, the currently vacant lot, was utilized to store unusable soil. In an attempt to sell the lot, a previous owner graded the lot with the unusable soil from the rest of the PUD. The result of this is a range of 9 to +12 feet of soil that will not support a structure as shown in the soil borings and letter from the original civil engineer Jeff Shopek for the development. This unstable soil only gets deeper as you move to the east side of the site. It is this fill that has prevented the construction of the previously Firm Ground Architects & Engineers Inc. 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com I Follow us on IFT FIRM GROUND "Your well-built project begins with and endures on Firm Ground" planned construction projects. Our efficient layout of the hotel addition and surrounding site avoids the worst of these soils to make the best use and tax generating layout for this piece of property. Most importantly I would like to address the unprecedented condition number 9 on the staff report. This condition states, "Overnight parking shall be limited to current hotel guests. "Attached to this letter is a print out of the "Enjoy Eagan" website maintained by the Eagan Convention & Visitors Bureau featuring the hotels with park, sleep, fly accommodations. This website illustrates that a majority of Eagan hotels currently provide park and fly amenities. Country Inn and Suites has never had any negative incidents with customers utilizing their own park and fly services. We find this condition to be unreasonable and debilitating to Country Inn and Suites' ability to compete with hotels in the area. Furthermore, this will set a precedent in Eagan that impedes all future development of new hotels. In summery the proposed improvements to Country Inn site will have a positive impact on the city of Eagan. With the upcoming opening of the new Vikings facility, Eagan will have massive influx of visitors either Vikings fans or visitors attracted by the increased prestige of Eagan. This increased lodging capacity will mean and increase to Eagan's Tax base. By adding 55 new rooms with a minimum of 65% occupancy at $90 Average Daily Rate that will generate $1,174,387 In Room revenue which will create $80,000 In sales tax and little over $35,000 In Lodging Tax for City Of Eagan. These estimates are the absolute minimum the hotel will generate and tax revenue will also increase with the opening of the planned restaurant. Our proposal is aimed at expanding a busy hotel and creating a more organized and usable site for the owner and guests of the hotel. It is necessary to the continued success of the Country Inn and Eagan's tourism industry that you approve the proposed site plan and remove condition number 9 prohibiting the park and fly services offered by almost all other hotels in the city of Eagan and surrounding cities. Thank you for your consideration. ILL Jeff Schuler, AIA Partner, Firm Ground Architects and Engineers Firm Ground Architects & Engineers Inc. 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com I Follow us on 'FII M GI CYJND a [ _ & en neer s "Your well-built project begins and endures on Firm Ground" Parking Stall Analysis Country Inn & Suites, Eagan Minnesota Project #: 17.029.1 July 28, 2017 HOTEL ROOMS 78 Units Existing Rooms 55 Units New Rooms in Addition 133 X 1 = 133 Parking Stalls 133/8 = 17 Parking Stalls 150 Parking Stalls Minimum HOTEL CONFERENCE ROOMS 30 Occupants/3 = 10 Parking Stalls — Existing Conference Room 90 Occupants/3 = 30 Parking Stalls — New Conference Room 40 Parking Stalls Minimum PLANNED NEW RESTAURANT 120 Interior Seating New Restaurant 60 Exterior Seating New Restaurant 180 Total Occupants 180/3 = 60 Parking Stalls Minimum MINIMUM REQUIRED PARKING STALLS 150 Parking Stalls - Hotel Rooms +40 Parking Stalls — Conference Space +60 Parking Stalls — New Restaurant 250 Parking Stalls Total Minimum +20 Stalls Seasonally Lost to Snow Storage 270 Stalls Total Minimum Required for Development PARKING PROVIDED BY PROPOSED SITE DESIGN 88 Existing Parking Stalls 208 New Parking Stalls 296 Total Parking Stalls for Development COMPARISON MINIMUM REQUIRED TO STALLS PROVIDED 296 Parking Stalls Combined Proposed Total per Site Plan -19 Stalls Removed for Restaurant Pad at Time of Construction 270 Minimum Required Parking Stalls 7 Stalls Over Required Minimum by Zoning Firm Ground Architects & Engineers Inc. 275 Market Street, Suite 368 Minneapolis, Minnesota 55405 612.819.1835 info@firmgroundae.com www.firmgroundae.com I Follow us on 7/28/2017 Sleep and Fly — Eagan Minnesota ENJOY Jaln MjNNESOIA 2017 Sleep and Fly Special Eagan is just 5 minutes from the Minneapolis/St. Paul International Airport and Mall of America®, plus most* hotels below offer FREE shuttle service to destinations. Did you know that parking at the Airport can cost you up to $20 per day? That's $140 for one week. You'll rarely find Sleep & Fly rates that high at our E Plus, you'll have the comfort of staying at a quality hotel, only minutes from the Airport. All hotels shuttle to and from the Airport and many offer com breakfast. For more information, please see below or contact the hotel. Click Here for a printable Eagan Sleep & Fly Listing Best Western Plus Dakota Ridge MSP Shuttle Service: 24 hours Parking: 7 days included $10/each additional day Call hotel for sleep & fly room rates Phone: 651-452-0100 Country Inn & Suites MSP Shuttle Service: 24 hours Parking: 8 days included $10/each additional day Call hotel for sleep & fly room rates Phone: 651-287-8800 Days Inn MSP Shuttle Service: 4:OOam -Midnight Parking: 8 days included $10/each additional day Call hotel for sleep & fly room rates Phone: 651-681-1770 Hampton Inn by Hilton MSP Shuttle Service: 4:00am - Midnight Parking: 10 days included $10/each additional day Call hotel for sleep & fly room rates Phone: 651-688-3343 Hilton Garden Inn MSP Shuttle Service: 24 hours Parking: 7 days included $10/each additional day Call hotel for sleep & fly room rates Phone: 800-500-4232 Holiday Inn MSP Shuttle Service: 4:OOam-12:30am Parking: 10 days included $8/each additional day Call hotel for sleep & fly room rates Phone: 800-EAGAN-64 Holiday Inn Express & Suites MSP Shuttle Service: 24 hours Parking: 7 days included $10/each additional day Quality Inn & Suites MSP Shuttle Service: 24 hours Parking: 7 days included $10/each additional day Call hotel for sleep & fly room rates Phone: 800-681-5290 Microtel Inn & Suites Parking: 7 days included $10/each additional day, 10 days maximum. Call hotel for sleep & fly room rates Phone: 651-405-0988 Sonesta ES Suites MSP Shuttle Service: 4:OOam -Midnight Parking: 10 days included $10/each additional day Call hotel for sleep & fly room rates Phone: 651-688-0363 SpringHill Suites by Marriott MSP Shuttle Service: 24 hours Parking: 8 days included $25/day each additional day Call hotel for sleep & fly room rates Phone: 651-686-0600 Staybridge Suites MSP Shuttle Service: 24 hours Parking: 7 days included $10/each additional day Call hotel for sleep & fly room rates Phone: 651-994-7810 TownePlace Suites by Marriott MSP Shuttle Service: 24 hours Parking: 8 days included $25/day each additional day Call hotel for sleep & fly room rates Phone: 651-994-4600 https://eaganmn.com/hotels/sleep-and-fly/ 1/2 7/28/2017 Sleep and Fly — Eagan Minnesota Call hotel for sleep & fly room rates Phone: 651-452-3400 Parking rates are subject to change. https://eaganmn.com/hotels/sleep-and-fly/ 2/2 :.LoucKs PROJECT: Eagan Four Story Hotel TO: Jeff Schuler, AIA, Firm Ground FROM: Jeffrey A. Shopek, PE, fNSPE Principal Civil Engineer/President Direct: 763-496-6715 Cell: 612-237-8506 DATE: July 28, 2017 SUBJECT: Soil Correction Efforts Loucks Project #:98209 Jeff, I was the designer and project manager for the entire Oakview Center Commercial center. Loucks designed the grading, storm sewer, watermian and sanitary sewer for the center. In addition, we did the Holiday Station store and McDonalds site layout and civil design for those two sites. My understanding is you are seeking approvals for an addition to the existing hotel with a future restaurant on Block 1 — Lots 1 and 2. Our original site plan had two generic commercial buildings on each of these lots. See attached Final Site plans. I generally remember that there were deep soil corrections on both these lots, but Lot 1 had deeper soil corrections that Lot 2. This is consistent with the three soils boring AET did in 2016 that showed the two westerly boring with 9 feet of fill and the westerly boring with 12 feet of fill underlying with two feet of topsoil. I also remembered looking at this site with one or two developers in the past and neither of them went forward with the site because of the extensive soil corrections and/or deep foundation systems required to build on the easterly lot. Please feel free to contact me if you have further question at 763-424-5505. PROPOSED LONE OAK ROAD IMPROVEMENTS PROPOSED MEDIAN PROPOSED EDGE OF BITUMINOUS PER FINAL DAKOTA COUNTY PLANS. CONSTRUCTION IS SCHEDULED FOR SUMMER OF 1999 AND WILL OCCUR CONCURRENTLY WITH OAKVIEW CENTER. CONTOURS ALONG LONE OAK _REFLECT APPROXIMATE PROPOSED GRADES. C. S. A. H. NO. 26 (LONE OAK ROAD_ SIGN (E) PER SHEET CONSTRUCTION LIMITS 1 c N TRASH AND RECYCL IN ENCLOSURE KEYSTONE BLOCK RETAINING WALL (TYP.) 1 LEGEND CONTOURS WATER SERVICE SANITARY SERVICE MANHOLE CATCH BASIN HYDRANT RESILIENT WEDGE GATEVALVE SANITARY SEWER STORM SEWER WATERMAIN SPOT ELEVATION DIRECTION OF FLOW SILT FENCE CURB b GUTTER SOIL BORINGS RETAINING WALL DECIDUOUS TREES CONIFEROUS TREES TREEL INE BOUNDARY LINE PROPERTY LINE EASEMENT LINE SETBACK LINE FENCING BENCHMARK LOCATION FORCEMAIN DRAINTILE NOTES: PROPOSED EXISTING • ■ • I XX"SANS 'mm'>> XX"STM - XX'WTR 924.6 1.0% HEIGHT, TYPE —x x - X 8M #3 4% MIN TO :1 MAX R/W 2 ROLLS SOD BEHIND CURB 4% 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. PARKING STALLS TO BE STRIPPED WITH A 4" WIDE WHITE PAINT STRIPE. HANDICAP ACCESS AISLES TO BE PAINTED WITH A 4" WIDE WHITE PAINTED STRIPE 18" Q.C. AND AT 45' ANGLES TO STALL. 3. ALL TRASH/RECYCLING AREAS TO BE CONTAINED WITHIN THE PRINCIPAL BUILDING OR WITHIN AN ENCLOSURE ATTACHED TO THE PRINCIPAL BUILDING WITH MATERIALS TO MATCH BUILDING. 4. CONCRETE CURB & GUTTER SHALL BE INSTALLED AS FOLLOWS: PUBLIC STREETS — B618 PARKING LOTS — B612 5. ALL STREETS AND DRIVES SUBJECT TO TRUCK LOADING SHALL BE 9 TON PAVEMENT DESIGN. ALL PARKING AREAS SHALL BE 7 TON DESIGN. 6. ALL ENTRANCES SHALL CONFORM TO THE CITY OF EAGAN STANDARDS. - 4" TOPSOIL & SEED NORTH 60 120 SCALE IN FEET BACK OF CURB 60' 33' SIGN (A) PER SHEET H3 BACK OF CURB B618 CURB & GUTTER -\/ I L' -6 " y2 Q R/W 3.0% PROFILE GRADE 3.0% ----------------- DIRECTION SIG , 1. MINIEN Vg erz.u131QLtlns:� SIGN (A ER SHEE -H3 1 1 l • %l�lgtll/' `.CONSTRUCTION LIMITS R14.50' A 4.50' • N/01- 2 ROLLS SOD BEHIND CURB 9 TON DESIGN TYPICAL STREET SECT ION BLOCK 1 SUMMARY: 4% 4" TOPSOIL & SEED R/W 2. S££ 4 4% MIN TO :1 MAX 1 1/2" BIT. WEAR (MN/DOT 2331 TYPE 41) 3" BIT. BASE (MN/DOT 2331 TYPE 31) 9" CLASS 5 AGGREGATE BASE, 100% CRUSHED 12" SUBGRADE PREPARATION LOT USE 1 RESTAURANT 2 RESTAURANT OR RETAIL 3 MOTEL 4 FASTFOOD LOT AREA 71,925 SF 59,663 SF 82,392 SF 65,815 SF BLDG. AREA 6,900 SF 9,148 SF 10,425 SF 4,947 SF IMPERV. % 69% 79% 61% 70% PERV. % 31% 21% 39% 30% STALLS 104 65 CITY REQUIREMENTS 1 STALL/3 SEATS 1 STALL/3 SEATS 1/150 SF LEASABLE 102 1/ROOM + 1/8 ROOMS 61 1 STALL/3 SEATS POTENTIAL 312 SEATS 195 SEATS 12 , 187 SF 91 ROOMS 183 SEATS Cert ter NOTE: SITE PLAN IS BASED ON SITE PLAN DEVELOPED BY DAHLGREN SHARDLOW AND UBAN, AND LANDFORM ENGINEERING DATED 12/17/97. OAKVIEW CENTER G, city of eagan M I T. N E S 0 TA OWNER/DEVELOPER HOLIDAY COMPANIES P.O. BOX 1224 4567 W. 80th STREET MINNEAPOLIS, MN 55440 (61200 FA) (612) 8 FAX 30-1678 Holiday INCORPORATED SHEET INDEX SHEET TITLE C0-1 C1-1 C2-1 C2-2 C3-1 C3-2 C4-1 C4-2 C4-3 C5-1 C6-1 C6-2 C6-3 C7-1 C7-2 C7-3 C7-4 C7-5 C8-1 C9-1 E1-1 L1-1 L1-2 TITLE SHEET EXISTING CONDITIONS, TREE PRESERVATION & WETLANDS INVENTORY PLAN FINAL SITE & STREET PLAN FINAL SITE & STREET PLAN FINAL GRADING, DRAINAGE, EROSION CONTROL & WETLANDS REPLACEMENT PLAN FINAL GRADING, DRAINAGE, EROSION CONTROL & WETLANDS REPLACEMENT PLAN FINAL UTILITY PLAN FINAL UTILITY PLAN FINAL UTILITY PLAN FINAL PLAT FINAL SANITARY SEWER AND WATERMAIN PLAN & PROFILE FINAL SANITARY SEWER AND WATERMAIN PLAN & PROFILE FINAL SANITARY SEWER AND WATERMAIN PLAN & PROFILE FINAL STREET AND STORM SEWER PLAN & PROFILES FINAL STREET AND STORM SEWER PLAN & PROFILES FINAL STREET AND STORM SEWER PLAN & PROFILES FINAL STREET AND STORM SEWER PLAN & PROFILES FINAL STREET AND STORM SEWER PLAN & PROFILES UTILITY DETAILS STREET AND GRADING DETAILS FINAL SITE LIGHTING PLAN FINAL LANDSCAPE PLAN FINAL LANDSCAPE PLAN CADD FILE QUALIFICATION: CADD files prepared by the Engineer/Surveyor for this project are instruments of the Engineer's/Surveyors professional services for use soley with respect to this project. These CADD files shall not be used on other projects, for additions to this project or for completion of this project by others without written approval by this Engineer/Surveyor. With the Engineer's/Surveyor's approval others may be permitted to obtain copies of the CADD drawing flies for information and reference only. All intentional or unintentional revisions, additions or deletions to these CADD files shall be made et tot full risk of that party making such r:. r a, additions or deietions n,d that party shall hold harmlessdorn„ify the f1 Engimee;, Surreyor er-.em any Be all responsibilities, claims and liabilities. we I hereby certkfy that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the state of Minnesota, Reg. No. Date DAT":: 1 REVISION THE FOLLOWING REVISIONS WERE PERFORMED BY LANDFORM ENGINEERING: 11/28/97 SKETCH PLAN 12/17/97 PRELIMINARY PLANNED DEVELOPMENT 12/30/97 REVISED STREET ALIGNMENTS 2/19/98 REMOVE W. ACCESS TO LONE OAK RD. REVISE LOT USE 4/13/98 WALK ALONG N. R.O.W. AND LANDSCAPE/ TREE MITIGATION ISSUES 4/14/98 REVISED PLAT 5/8/98 TURN RADIUS, CROSSWALK, LANDSCAPE 6/11/98 REMOVED RIGHT TURN LANE 6/12/98 REVISED ENTRANCE FROM HWY. 55 THE FOLLOWING REVISIONS WERE PERFORMED BY LOUCKS 6 ASSOCIATES: 2/1/99 ROADWAY WIDTHS, STORM SEWER, CONTOURS 4/12/99 CITY COMMENTS 5/05/99 CITY COMMENTS 5/14/99 CITY COMMENTS 9/17/99 SEH COMMENTS — PORK CHOP ISLAND QUALITY MANAGEMENT REVIEW: BY: DATE' Ism, One Planners • Engineers • Surveyors • Designers • Archeologists 7200 Hemlock Lane, Suite 300, Maple Grove, Minnesota 55369-5592 Telephone: (612)424-5505 Fax: (612)424-5822 © 1994 CITY PROJECT NO. 99-E FINAL SITE & STREET PLAN PROJECT NO 98209 C2-1 s NW Cor. Of NW 1/4, NW I/4, o^ Sec 12, Twp 27, Rng 23 .1 A DAKOTA County a Cast Aluminum Monument - • • 11.8!- / N89°54'19'E \" _160.061 •__ No\ 32.24 ; N30.20'46"t` /r, I l a/'\A 1% V 1 \A -, -- OAKVIEW CENTER ,♦ I r, r, • I I r, r 1 • • • 4 • 1 e1 I I n ,• / .e e' rY rt LI rr r\ T I I r vv 1/1/ t• 1 • IVI e. n 1%1 r\ - l/ ",1 1 r 11 l/ lA \4 I11%4 I I 1 .. I 1 1 lA r / 1 \4 r/ I• _ -Southerly R.O.W. Line Of C.S.A.H. No. 26 -N. Line Of NW 1/4, NW 1/4, Sec 12- +.i I i. 1 - :`I'%• !/ •_:i 536.20 N89.54.19 HE 10.62 CSAH \ \ 50. • • 589.54'19"W 943.79 /I I I •-• r‘ 11.- \/ I I \. w-. • 1 ..• I / /.1 1 ItVlet •- lA I1 -- NW Cor. Of NE 1/4, NW 1/4 Of Sec 12---._ ---N89°54'/9"E ` 2624.42--- • • 1 1 ••• • / X1/0. 26 sa9.5 119"w3 505.54 (Lone Oak Road _9 2 (---___ 1588.51'15"W 302,64 "% • -R.O.W. Line Per Doc No. 752446' • - 2I gi ;1, la \\ v 411 C14 VG% 4. • //I -, I r, II\ / I e1 r, r, / I er 1/ f/ /r , / 1 1 / I 11. • / '.4 I \ 2 1 %.4 / \ .. \ / S89'54'19'11// 538.30 / (EAST deed) -, r• • 1 1 . II 1-4 CSAH !No. 26_____ 8 (Lone Oak RdL q 360.00 • (EAST deed) r•0', 1 • V , £. '- OOS st /9'k• O • O1 ces 9 N7c• 8-5,4W ` se4 3 °98 �\ 1 / \\ DETAIL C ,/ \\ / No Scale / --.(i 57536 / 4/"M'/ \ •1 \ \ ��e \t#ho\ . \ \ \ A 261.54 244.00 3 . r..-..-..-..-..-..so� i "\ 7.14 501.08'45 "E 1 2 L-47.88 R=100.00 4=27.25'5! L.. -..-..-..-..s\. `` 1 `, ") Drainage & Utility 1‘. 90"oo'00"W M 170.88 Easement • • WI 1 I N23'08'031! I • • • Ila •C 66.37 1 1 t• \.I v4.o • _'� :. •,ea, %r? g IB,a•� 'fs-4.6 • 4 N41'25'38"E / 4 / Ito/• X44.60•-:---- \ rhe41 ryy RO ` . ; , ( • • \ 0aqf r\ 43. ss .�� \ ` 1 sorer / 6' 0 / \---__ _ B ?S / 320.00 �` �ei.• o, 15.51 (N• DETAIL A\\\ No Seel • •�1\1°E 0 6\30%01 t \'`a / N.\ /� 4� • - 1. a 0, STy' •�..�� s ict4s 4)/ • \ DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS t H0 20 1 BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 20 FEET IN WIDTH, UNLESS OTHERWISE INDICATED. AND ADJOINING RIGHT -0F -WAY LINES, AS SHOWN ON THE PLAT. 417. N • rev' 'tr C • •y.3, • • 4Q •9f impir 1. / toe -4.r #4.770.-e-0. 0.) Tv, ?9 6' 49 S6 1 4s NQIF: THE SOUTHERLY BOUNDARY LINE IS NOT SHOWN TO SCALE. IT IS EXAGGERATTED TO SHOW DETAILS. (ICTAL) INDICATES NOT TO SCALE LOCATION MAP 1.4 w. Section 12, Twp. 27, Rot 23 o."ac EAGAN, MINNESOTA 14 30 • 1 01 i 8 ` ▪ 1-• •_1 IN , -et - - -208.00- 4 , ;:• 1 O-, \ 1 '0' 80.0 ;' O 1 r' .I - / I 589'54'19"W 286.07 -I i•, 4 C29 s thouSe 1':"E 329.73 ••E .329,73 • _yc > -N. Line Of NE 1/4, NW 1/4, Sec 12- (EAST 2- (EAST deed), 618.30 _ (EAST deed) 538.30 N0'15'/2"E -45.99 '! 4.4 •/0152 • /•/6 00 \ • / I 1 tse R./255 /0'52• 1 2 ' P"''�) /i l ° / NORTH 0 100 200 SCALE IN FEET O DENOTES 1/2 INCH X 14 INCH IRON MONUMENT SET, MARKED "RLS 16099• • DENOTES I/2 INCH IRON MONUMENT FOUND. THE NORTH LINE OF THE NW 1/4 OF SEC 12, TWP 27, RNG 23 IS ASSUMED TO HAVE A BEARING OF N89'54119"E DENOTES "RIGHT OF ACCESS" DEDICATED TO DAKOTA COUNTY 3 • DENOTES "RIGHT OF ACCESS" DEDICATED TO THE STATE OF MINNESOTA (PREVIOUSLY) 0 0 0 0 D DENOTES "RIGHT OF ACCESS" DEDICATED TO THE STATE OF MINNESOTA"'(THISPLAT) N r' • • ,(776(4476 °20' .°20,s, 75•?5'4iyN,d9 5* 64 4,754.64 -6'25'4/'lY 4475•?5, /4 242,00 3 • X98 .262s La 2e2 C ?6, Ip I1 I• ry I1� L.•_ --=S79•d5/8E-. (� .��� - i7s.so- -grs B65p a 1'9/6• • ---49/., I LAND �. Drainage & Utility Easement `ROH'• L/ a qg- ;r . lee j. •Ri E 700 m> 455-- Pg Iw/ vv ;w I/ H Mist. i I iI See DETAIL i) ♦•\- se Drainage '6. C • • 1 \ 1 1` I �l N' �1 1 I 1 1 - i 60.80 1:7-s7.9•43,43„,/ ' _ -579.431 • / -100.00 E i /280 _250 A0_ • • (EAST deed) 360.00 S89.54'19"W Sec 12, Twp 27, Rng 23 A DAKOTA County Cast Aluminum Monument (Lone Oak Rd) -r • • 3 // 1/ co esi 92W °C3 ▪ vi • • • I 0.117. 31.\ • • •-•-• .• S79052, •Y*217 Sem in • 1 • fa Zi / • • • • Won Mown wilkITAWS• IMP= SHEET 2 OF 2 SHEETS s NW Cor. Of NW 1/4, NW I/4, o^ Sec 12, Twp 27, Rng 23 .1 A DAKOTA County a Cast Aluminum Monument - • • 11.8!- / N89°54'19'E \\1l _160.061 •__ No\ 32.24 ; N30.20'46"t` /r, I 11 '.411 l/ 1 l4 -, -- OAKVIEW CENTER r♦ / r, r, • I I r, r 1 • • • 4 / 1 e1 I I n ,• / .e e' rY rt LI rr r\ T I I r llv ,1; • /v/ rt n nl r\ lA - lJ l l t I 1 1 l/ lA l4 I• I \I I I t •.•/ I I lA I / I \A r/ I• to,. -Southerly R.O.W. Line Of C.S.A.H. No. 26 -N. Line Of NW 1/4, NW 1/4, Sec 12- +.i I i. 1 - Ha'/ 538.20 N89.54.19 HE 10.62 CSAH \ \ 50. • 2 (---___ 1588.51'15"W 302,64 "% • -R.O.W. Line Per Doc No. 752446' • 9 2I gi ;1, la \\ v 411 C14 VG% 4. • //I -, I r, II\ / l e r, r, / I er 1 4-9 ,1 I / 1 L. /../1 11. ' • J 14 1, 11t.4 / \ / S89'54'19'11// 538.30 / -(EAST deed) , .• • 1 1 . /1 I -4I • J.•• . CI.• I. CSAH !No. 26_____ 8 (Lone Oak RdL q 360.00 • (EAST deed) r•0', 1 • l/ , A '- OOS st /9'k• O • O1 ces 9 N7c• 8-5,4W ` 564 3 °98 �\ 1 / \\ DETAIL C ,/ \\ / No Scale / --.(i 57536 / 4/"M'/ • • .-- \ -9 / :`r1 _J •1 \ \ ��o \ t## \9.e. \ , \ A • 589.54'19"W 943.79 /I I I •-• r‘ I L. l/ I I \. /w-• • 1 / / /.1 1 I rr 1. •- LAI 11 -- X1/0. 26 sa9.5 79"w3 505.54 (Lone Oak Road _9 261.54 244.00 3 . r..-..-..-..-..-..so� i "l 7.14 501.08'45 "E 1 2 L-47.88 R=100.00 4=27.25'5! 11‘`. ") Drainage & Utility 1‘. 90"oo'00"W M 170.88 Easement WI • • 1 I N23'08'031! I •• 1 •C 66.37 1 1 t• \.I v4.o •,ea, %r? • 4 N41'25'38"E / 4 / Il Nor X44.60•-:---- \ rhe41 ryy RO `.; , (• • \ 0aqf r\ �! \ \ 9 %yu, 42:%45.•••••./A \ ` / 4%0 ti/ 6'00 / �__ B ?S/ 320.00 �` �ei.o, 15.51 (N• DETAIL A\\\ No Seel • ��1\1°E 0 6\30%01 t l'`a / N.\ /� 4� • - • ict4s 4)/ \ C • • • 4Q •99 I1?* • 1. 30 NW Cor. Of NE 1/4, NW 1/4 Of Sec 12---._ ---N89°54'/9"E 2624.42--- • •• 11 •'''4 V/ 1 01 i 8 ` ▪ f-• •_1 IN , -et - - -208.00- - ` ;:, 1 O-, \ 1 '0' 80.0 ;' O1 r. ‘1' / I 589'54'19"W 286.07 -I 1� ,e i•, 1 C29 s thouSe •':"E 329.73 •.E .329,73 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS t H0 20 1 BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 20 FEET IN WIDTH, UNLESS OTHERWISE INDICATED. AND ADJOINING RIGHT -0F -WAY LINES, AS SHOWN ON THE PLAT. 417. N 1.• r' 1ev (rlU ?9 6' 49 41. S,p 1 4s NQIF: THE SOUTHERLY BOUNDARY LINE IS NOT SHOWN TO SCALE. IT IS EXAGGERATTED TO SHOW DETAILS. (ICTAL) INDICATES NOT TO SCALE LOCATION MAP 1.4 w. Section 12, Twp. 27, Rot 23 text EAGANI MINNESOTA 14 • _yc > -N. Line Of NE 1/4, NW 1/4, Sec 12- (EAST 2- (EAST deed), 618.30 _ (EAST deed) 538.30 N0'15'/2"E -45.99 '! 4.4 •/0152 • /•/6 00 \ • / I 1 tse R./255 /0'52• 1 2 ' �''�) /i l . / a NORTH 0 100 200 SCALE IN FEET O DENOTES 1/2 INCH X 14 INCH IRON MONUMENT SET, MARKED "RLS 16099• • DENOTES I/2 INCH IRON MONUMENT FOUND. THE NORTH LINE OF THE NW 1/4 OF SEC 12, TWP 27, RNG 23 IS ASSUMED TO HAVE A BEARING OF N89'54119"E DENOTES "RIGHT OF ACCESS" DEDICATED TO DAKOTA COUNTY 3 • DENOTES "RIGHT OF ACCESS" DEDICATED TO THE STATE OF MINNESOTA (PREVIOUSLY) 0 0 0 0 D DENOTES "RIGHT OF ACCESS" DEDICATED TO THE STATE OF MINNESOTA"'(THISPLAT) N • (N76 °?0, N7s•?5'4iyN,d9 5* 64 4,754.64 -6'25'4/'lY 4475.?5• /4 242,00 3 E. X98 .262s La he „� 2e?es 4 ?6, Ip I1 I• ry ly L.•_ --=S79•d5/8E-. (� .��� - i7s.so _g�9 B65p a 1'9/6• • ---49/., I LAND �. See DETAIL C Drainage & Utility Easement `ROH'• L/ a qg- ;r •Ri E 700 m> 455-- Pg 1.1/ vv ;w I/ H Mist. i I it r-= ♦ i)\- • • 1 \ 1 1` I �l N' �1 1 I 1 1 - i 60.80 1:7-s7.9•43,43„,/ -100.00 i /280 _250 A0_ • • • (EAST deed) 360.00 S89.54'19"W (Lone Oak Rd) -r • • 3 Sec 12, Twp 27, Rng 23 A DAKOTA County Cast Aluminum Monument it // 1/ co esi 92W °C3 ▪ vi • • • I 1117. 31.\ • • • •-•-• 5rift 154: S79052, •Y*217 Sem in • 1 • fa Zi / • • • • Won Mown wilkITAWS• IMP= SHEET 2 OF 2 SHEETS I M H - MATCH EXISTING, TYP. CONSTRUCTION LIMITS rMATCH EXISTING, TYP. 62 BIT. PVMT., J /� I TYP C•, PVMT. STRIPING TYP. MATCH EXISTING, TYP. CONCRETE WALK, TYP. TRASH ENCLOSURE, TYP. CONCRETE WALK, TYP. ACC LE PARKING ACE, INCL. STRIPING AND RAMPS 9.0' 9.0' r _J co - VERANDA SPACE FILL: 9'-0" BIT. PVMT., TYP MATCH EXISTING, TYP. FIRM GROUND PVMT. STRIPING 1.1 / TYP. 2_18.0'__t__18.0' -+� 24.0' ITS BIT. PVMT., 2 TYP o• 460 cFp 0 �S B612 C&G, TYP. a' PVMT. STRIPING TYP. CONSTRUCTION LIMITS -' FILL: 9'-0" - 12'-6" CONCRETE DRIVEWAY APRON PER CITY STANDARDS, TYP. FILL: 12'-6" + MATCH EXISTING, TYP. CONSTRUCTION LIMITS Eagan Country Inn Soil Boring Diagram A AMERICAN ENGINEERING TESTING, INC. CONSULTANTS • ENVIRONMENTAL • GEOTECHNICAL • MATERIALS • FORENSICS REPORT OF PRELIMINARY GEOTECHNICAL EXPLORATION AND REVIEW Proposed Four -Story Hotel SWC of Lone Oak Road and Holiday Lane Eagan, Minnesota Date: August 10, 2016 Prepared for: PLC, Inc. 515 19th Street N Fargo, ND 58102 Report No. 01-06923 550 Cleveland Avenue North 1St. Paul, MN 55114 Phone 651-659-9001 1 Toll Free 800-972-6364 Fax 651-659-1379 1 www.amengtest.com AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. A AMERICAN ENGINEERING TESTING, INC. August 10, 2016 Mr. Chuck Hayes tLC Inc. ,--515 19th Street N Fargo, ND 58102 F' RE: Preliminary Geotechnical Exploration and Review. Proposed Four -Story Hotel SWC of Lone Oak Road and Holiday Lane Eagan, Minnesota Report No. 01-06923 Dear Mr. Hayes: CONSULTANTS • ENVIRONMENTAL • GEOTECHNICAL • MATERIALS • FORENSICS American Engineering Testing, Inc. (AET) is pleased to present the results of our subsurface exploration program and preliminary geotechnical engineering review for the proposed Extended Stay Hotel in Eagan, Minnesota. These services were performed according to our proposal dated July 19, 2016. We are submitting this report as an electronic pdf copy. If you also would like hard copies sent, please contact me. Please contact me if you have any questions about the report. I can also be contacted for arranging construction observation and testing services during the earthwork phase. Sincerely, American Engineering Testing, Inc. T2v)1 - A. Reza Savabi, PE Senior Geotechnical Engineer Phone: (651) 789-4688 asavabi@amengtest.com Page i 550 Cleveland Avenue North 1St. Paul, MN 55114 Phone 651-659-9001 1 Toll Free 800-972-6364 Fax 651-659-1379 1 www.amengtest.com AA/EEO This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. Report of Preliminary Geotechnical Exploration and Review Proposed Four -Story Hotel; Eagan, Minnesota August 10, 2016 Report No. 01-06923 AMERICAN ENGINEERING TESTING, INC. SIGNATURE PAGE Prepared for: PLC, Inc. 515 19th Street North Fargo, ND 58102 Authored by: A. Reza Savabi, PE Senior Geotechnical Engineer 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 Minnesota Statute Section 326.02 to 326.15 Name: A. Reza Savabi Date: a -/c2 - /6 License #: 53060 Copyright 2016 American Engineering Testing, Inc. All Rights Reserved Prepared by: American Engineering Testing, Inc. 550 Cleveland Avenue North St. Paul, Minnesota 55114 (651) 659-9001/www.amengtest.com Reviewed by: Jay P. Brekke, PE Senior Engineer Unauthorized use or copying of this document is strictly prohibited by anyone other than the client for the specific project. Page ii Report of Preliminary Geotechnical Exploration and Review Proposed Four -Story Hotel; Eagan, Minnesota AMERICAN August 10, 2016 ENGINEERING Report No. 01-06923 TESTING, INC. TABLE OF CONTENTS 1.0 INTRODUCTION 1 2.0 SCOPE OF SERVICES 1 3.0 PROJECT INFORMATION 1 4.0 SUBSURFACE EXPLORATION AND TESTING 1 4.1 Field Exploration Program 1 4.2 Laboratory Testing 2 5.0 SITE CONDITIONS 2 5.1 Surface Observations 2 5.2 Subsurface Soils/Geology 2 5.3 Groundwater 2 5.4 Review of Soil Properties 3 6.0 Prelimnary RECOMMENDATIONS 3 6.1 Pavements 4 7.0 CONSTRUCTION CONSIDERATIONS 4 7.1 Potential Difficulties 4 7.2 Excavation Backsloping 5 7.3 Observation and Testing 5 8.0 LIMITATIONS 5 APPENDIX A — Geotechnical Field Exploration and Testing Boring Log Notes Unified Soil Classification System Figure 1 — Approximate Boring Locations Subsurface Boring Logs APPENDIX B — Geotechnical Report Limitations and Guidelines for Use Page iii Report of Preliminary Geotechnical Exploration and Review Proposed Four -Story Hotel; Eagan, Minnesota AMERICAN August 10, 2016 ENGINEERING Report No. 01-06923 TESTING, INC. 1.0 INTRODUCTION A new four-story hotel is planned at the southwest corner of Lone Oak Road and Holiday Drive in Eagan, Minnesota. To assist planning and design, you have authorized American Engineering Testing, Inc. (AET) to conduct a subsurface exploration program at the site, conduct soil laboratory testing, and perform a preliminary geotechnical engineering review for the project. This report presents the results of these services, and provides our engineering recommendations based on this data. 2.0 SCOPE OF SERVICES AET's services were performed according to our proposal dated July 19, 2016; the authorized scope consists of the following: • Drilling three standard penetration test borings to a depth of 40 feet below grade; • Performing routine soil laboratory testing; and, • Conducting a preliminary geotechnical engineering analysis based on the gained data and preparation of this report. These services are intended for geotechnical purposes. The scope is not intended to explore for the presence or extent of environmental contamination. 3.0 PROJECT INFORMATION A new hotel is planned at the southwest corner of Lone Oak Road and Holiday Drive in Eagan, Minnesota. The plans are in the preliminary stages, and we have not been provided with structural details, but for the purposes of this report we are assuming wall loads of up to about 6 kips per linear foot and maximum column loads of about 50 kips. As plans progress, additional geotechnical exploration is planned to be performed. The above stated information represents our understanding of the proposed construction. This information is an integral part of our engineering review. It is important that you contact us if there are changes from that described so that we can evaluate whether modifications to our recommendations are appropriate. 4.0 SUBSURFACE EXPLORATION AND TESTING 4.1 Field Exploration Program The subsurface exploration program conducted for the project consisted of three standard Page 1 of 15 Report of Preliminary Geotechnical Exploration and Review Proposed Four -Story Hotel; Eagan, Minnesota AMERICAN August 10, 2016 ENGINEERING Report No. 01-06923 TESTING, INC. penetration test borings drilled on July 27, 2016. The logs of the borings and details of the methods used appear in Appendix A. The logs contain information concerning soil layering, soil classification, geologic description, and moisture condition. The approximate boring locations are shown on Figure 1 in Appendix A. Our drill crew determined the ground surface elevations at the borings using an engineer's level referenced to the top nut of the fire hydrant located near Lone Oak Road. We assigned this benchmark an elevation of 100.0 feet. We contacted Gopher State One Call to locate the public underground utilities before drilling. 4.2 Laboratory Testing The laboratory test program included visual classification of the soil samples along with water content testing of selected samples. The water content test results appear in Appendix A on the boring logs adjacent to the samples upon which they were performed. 5.0 SITE CONDITIONS 5.1 Surface Observations At the time of our borings, the site was vacant and vegetated with grass/weeds and some brush. Most of the site was relatively flat. The elevations at our borings ranged from 99.7 to 100.3 feet. 5.2 Subsurface Soils/Geology We found fill at each boring to depths ranging from about 9 foot to 121/2 feet below grade. At Boring 3 we also found an apparent buried topsoil layer at 121/2 to 14 feet. The fill consists mostly of sand, sand with silt, and clayey sand. Some of the fill was dark brown and contained trace roots. Underlying the fill/topsoil, we encountered coarse alluvium to the boring termination depths. The coarse alluvium consists of sand, sand with silt and gravelly sand and gravel with sand. 5.3 Groundwater Groundwater was not encountered in any of the boreholes during drilling activities. Because free draining sands exist at the bottoms of the borings, it is our judgment that these measurements provide a reliable indication of the groundwater level (or lack of one). It is our opinion that the hydrostatic water level was below the depths explored by our borings. Page 2 of 15 Report of Preliminary Geotechnical Exploration and Review Proposed Four -Story Hotel; Eagan, Minnesota AMERICAN August 10, 2016 ENGINEERING Report No. 01-06923 TESTING, INC. Groundwater levels fluctuate due to varying seasonal and annual rainfall and snow melt amounts, as well as other factors. 5.4 Review of Soil Properties 5.4.1 Fill/Topsoil The fill soils and topsoil are judged to be low to moderate strength materials and may be significantly compressible under anticipated foundation loads. The fill is judged to be mostly moderate draining and moderately frost susceptible. 5.4.2 Coarse Alluvium The coarse alluvium is moderate to high strength material and is not judged to be significantly compressible under anticipated foundation loads. The coarse alluvial sands are judged to be mostly fast draining and not significantly frost susceptible. 6.0 PRELIMNARY RECOMMENDATIONS The existing topsoil and fill soils are considered unsuitable for support of future buildings or structures. The underlying naturally deposited coarse alluvium below the fill should be suitable to support the anticipated building loads, depending on the elevations of the footings for future structures. For support of the planned building, excavation should include (at a minimum) the removal of all existing fill and topsoil. Any existing underground utilities where are present below future building areas should also be removed, along with existing backfill soils present above the utilities. New utilities should be re-routed around the future building. All excavations which extend below design foundation grades must be oversized laterally beyond the planned outside edges of the footings to support the lateral loads exerted by the footings. This excavation/engineered fill lateral extension should at least be equal to the vertical depth of fill needed to attain foundation grade at that location (i.e., 1:1 lateral oversizing). Determining the amount of the existing fill that is reusable as backfill is beyond our scope of services; however, based on our three borings, it appears that most of the existing fill can be reused as backfill. On-site soils that contain organics, rubble, debris, cobbles or boulders should Page 3 of 15 Report of Preliminary Geotechnical Exploration and Review Proposed Four -Story Hotel; Eagan, Minnesota AMERICAN August 10, 2016 ENGINEERING Report No. 01-06923 TESTING, INC. not be reused. If imported fill is required, we recommend using sand soils having less than 12% passing the No. 200 sieve. Building foundation and floor slab grades for future buildings could be supported by new compacted fill, depending on the floor slab and footing loads. The levels of compaction should be matched to the structural loads and the design bearing pressures used to design the footings of future structures. When further design information is available regarding the types of structures to be constructed, and their locations are defined, we recommend a more comprehensive geotechnical exploration program be performed to evaluate the types of foundations which can be used for support of the buildings, the respective allowable soil bearing pressures, and estimated settlements. 6.1 Pavements Based on our three borings, the on-site soils appear generally suitable for support of parking and drive area pavements. Some soil correction to remove surface vegetation and organic soils will be required. For preliminary design considerations, the new pavements can be designed assuming an R -value of 20. After additional borings are drilled, additional pavement recommendations will be made. 7.0 CONSTRUCTION CONSIDERATIONS 7.1 Potential Difficulties 7.1.1 Water in Excavation Perched groundwater and runoff may be encountered in excavations for construction. To allow observation of the excavation bottom, and to reduce the potential for soil disturbance and facilitate filling operations, we recommend that all free-standing water within the excavations be removed prior to proceeding with construction. 7.1.2 Disturbance of Soils The on-site silty sand and clayey sand soils can become disturbed under construction traffic, especially if the soils are wet. If soils become disturbed, they should be subcut to the underlying undisturbed soils. The subcut soils can then be dried and recompacted back into place, or they should be removed and replaced with drier imported fill. Page 4 of 15 Report of Preliminary Geotechnical Exploration and Review Proposed Four -Story Hotel; Eagan, Minnesota AMERICAN August 10, 2016 ENGINEERING Report No. 01-06923 TESTING, INC. 7.2 Excavation Backsloping If excavation faces are not retained, the excavations should maintain maximum allowable slopes in accordance with OSHA Regulations (Standards 29 CFR), Part 1926, Subpart P, "Excavations" (can be found on www.osha.gov). Even with the required OSHA sloping, water seepage or surface runoff can potentially induce sideslope erosion or running which could require slope maintenance. 7.3 Observation and Testing The recommendations in this report are based on the subsurface conditions found at our test boring locations. Because the soil conditions can be expected to vary away from the soil boring locations, we recommend on-site observations by a Geotechnical Engineer, or the Engineer's representative, during construction to evaluate the effect of these potential changes. We recommend that all foundation bearing surfaces be observed by a Geotechnical Engineer immediately prior to concrete placement. Soil density testing should also be performed on all fill placed at the site to document that our recommendations and the specifications for compaction have been satisfied. Laboratory sieve analyses should be performed to document that the actual fill meets the recommended gradation criteria. The building materials should also be tested in accordance with the project specifications and the building codes. 8.0 LIMITATIONS Within the limitations of scope, budget, and schedule, we have endeavored to provide our services according to generally accepted geotechnical engineering practices at this time and location. Other than this, no warranty, either express or implied, is intended. Important information regarding risk management and proper use of this report is given in Appendix B entitled "Geotechnical Report Limitations and Guidelines for Use". Page 5 of 15 Report of Preliminary Geotechnical Exploration and Review Proposed Four -Story Hotel; Eagan, Minnesota AMERICAN August 10, 2016 ENGINEERING Report No. 01-06923 TESTING, INC. Appendix A Geotechnical Field Exploration and Testing Boring Log Notes Unified Soil Classification System Figure 1 — Approximate Boring Locations Subsurface Boring Logs Appendix A Geotechnical Field Exploration and Testing Report No. 01-06923 A.1 FIELD EXPLORATION The subsurface conditions at the site were explored by drilling and sampling a total of three standard penetration test borings. The approximate locations of the borings appear on Figure 1 in this appendix. A.2 SAMPLING METHODS A.2.1 Split -Spoon Samples (SS) - Calibrated to N6o Values Standard penetration (split -spoon) samples were collected in general accordance with ASTM: D1586 with one primary modification. The ASTM test method consists of driving a 2 -inch O.D. split -barrel sampler into the in-situ soil with a 140 -pound hammer dropped from a height of 30 inches. The sampler is driven a total of 18 inches into the soil. After an initial set of 6 inches, the number of hammer blows to drive the sampler the final 12 inches is known as the standard penetration resistance or N -value. Our method uses a modified hammer weight, which is determined by measuring the system energy using a Pile Driving Analyzer (PDA) and an instrumented rod. In the past, standard penetration N -value tests were performed using a rope and cathead for the lift and drop system. The energy transferred to the split -spoon sampler was typically limited to about 60% of its potential energy due to the friction inherent in this system. This converted energy then provides what is known as an N60 blow count. The most recent drill rigs incorporate an automatic hammer lift and drop system, which has higher energy efficiency and subsequently results in lower N -values than the traditional N60 values. By using the PDA energy measurement equipment, we are able to determine actual energy generated by the drop hammer. With the various hammer systems available, we have found highly variable energies ranging from 55% to over 100%. Therefore, the intent of AET's hammer calibrations is to vary the hammer weight such that hammer energies lie within about 60% to 65% of the theoretical energy of a 140 -pound weight falling 30 inches. The current ASTM procedure acknowledges the wide variation in N -values, stating that N -values of 100% or more have been observed. Although we have not yet determined the statistical measurement uncertainty of our calibrated method to date, we can state that the accuracy deviation of the N -values using this method is significantly better than the standard ASTM Method. A.2.2 Disturbed Samples (DS)/Spin-up Samples (SU) Sample types described as "DS" or "SU" on the boring logs are disturbed samples, which are taken from the flights of the auger. Because the auger disturbs the samples, possible soil layering and contact depths should be considered approximate. A.2.3 Sampling Limitations Unless actually observed in a sample, contacts between soil layers are estimated based on the spacing of samples and the action of drilling tools. Cobbles, boulders, and other large objects generally cannot be recovered from test borings, and they may be present in the ground even if they are not noted on the boring logs. Determining the thickness of "topsoil" layers is usually limited, due to variations in topsoil definition, sample recovery, and other factors. Visual -manual description often relies on color for determination, and transitioning changes can account for significant variation in thickness judgment. Accordingly, the topsoil thickness presented on the logs should not be the sole basis for calculating topsoil stripping depths and volumes. If more accurate information is needed relating to thickness and topsoil quality definition, alternate methods of sample retrieval and testing should be employed. A.3 CLASSIFICATION METHODS Soil descriptions shown on the boring logs are based on the Unified Soil Classification (USC) system. The USC system is described in ASTM: D2487 and D2488. Where laboratory classification tests (sieve analysis or Atterberg Limits) have been performed, accurate classifications per ASTM: D2487 are possible. Otherwise, soil descriptions shown on the boring logs are visual -manual judgments. Charts are attached which provide information on the USC system, the descriptive terminology, and the symbols used on the boring logs. The boring logs include descriptions of apparent geology. The geologic depositional origin of each soil layer is interpreted primarily by observation of the soil samples, which can be limited. Observations of the surrounding topography, vegetation, and development can sometimes aid this judgment. Appendix A - Page 1 of 2 AMERICAN ENGINEERING TESTING, INC. Appendix A Geotechnical Field Exploration and Testing Report No. 01-06923 Visual -manual judgment of the AASHTO Soil Group is also noted as a part of the soil description. A chart presenting details of the AASHTO Soil Classification System is also attached. A.4 WATER LEVEL MEASUREMENTS The ground water level measurements are shown at the bottom of the boring logs. The following information appears under "Water Level Measurements" on the logs: • Date and Time of measurement • Sampled Depth: lowest depth of soil sampling at the time of measurement • Casing Depth: depth to bottom of casing or hollow -stem auger at time of measurement • Cave-in Depth: depth at which measuring tape stops in the borehole • Water Level: depth in the borehole where free water is encountered • Drilling Fluid Level: same as Water Level, except that the liquid in the borehole is drilling fluid The true location of the water table at the boring locations may be different than the water levels measured in the boreholes. This is possible because there are several factors that can affect the water level measurements in the borehole. Some of these factors include: permeability of each soil layer in profile, presence of perched water, amount of time between water level readings, presence of drilling fluid, weather conditions, and use of borehole casing. A.5 LABORATORY TEST METHODS A.5.1 Water Content Tests Conducted per AET Procedure 01 -LAB -010, which is performed in general accordance with ASTM: D2216 and AASHTO: T265. A.6 TEST STANDARD LIMITATIONS Field and laboratory testing is done in general conformance with the described procedures. Compliance with any other standards referenced within the specified standard is neither inferred nor implied. A.7 SAMPLE STORAGE Unless notified to do otherwise, we routinely retain representative samples of the soils recovered from the borings for a period of 30 days. Appendix A - Page 2 of 2 AMERICAN ENGINEERING TESTING, INC. BORING LOG NOTES DRILLING AND SAMPLING SYMBOLS Symbol Definition B, H, N: CA: CAS: CC: COT: DC: DM: DR: DS: FA: HA: HSA: LG: MC: N (BPF): NQ: PQ: RD: REC: REV: SS: SU TW: WASH: WH: WR: 94mm: : 0: Size of flush joint casing Crew Assistant (initials) Pipe casing, number indicates nominal diameter in inches Crew Chief (initials) Clean-out tube Drive casing; number indicates diameter in inches Drilling mud or bentonite slurry Driller (initials) Disturbed sample from auger flights Flight auger; number indicates outside diameter in inches Hand auger; number indicates outside diameter Hollow stem auger; number indicates inside diameter in inches Field logger (initials) Column used to describe moisture condition of samples and for the ground water level symbols Standard penetration resistance (N -value) in blows per foot (see notes) NQ wireline core barrel PQ wireline core barrel Rotary drilling with fluid and roller or drag bit In split -spoon (see notes) and thin-walled tube sampling, the recovered length (in inches) of sample. In rock coring, the length of core recovered (expressed as percent of the total core run). Zero indicates no sample recovered. Revert drilling fluid Standard split -spoon sampler (steel; ld" is inside diameter; 2" outside diameter); unless indicated otherwise Spin -up sample from hollow stem auger Thin-walled tube; number indicates inside diameter in inches Sample of material obtained by screening returning rotary drilling fluid or by which has collected inside the borehole after "falling" through drilling fluid Sampler advanced by static weight of drill rod and 140 -pound hammer Sampler advanced by static weight of drill rod 94 millimeter wireline core barrel Water level directly measured in boring Estimated water level based solely on sample appearance TEST SYMBOLS Symbol Definition CONS: DEN: DST: E: HYD: LL: LP: OC: PERM: PL: qp: qc: qu: R: RQD: SA: TRX: VSR: VSU: WC: %-200: One-dimensional consolidation test Dry density, pcf Direct shear test Pressuremeter Modulus, tsf Hydrometer analysis Liquid Limit, % Pressuremeter Limit Pressure, tsf Organic Content, % Coefficient of permeability (K) test; F - Field; L - Laboratory Plastic Limit, % Pocket Penetrometer strength, tsf (approximate) Static cone bearing pressure, tsf Unconfined compressive strength, psf Electrical Resistivity, ohm-cms Rock Quality Designation of Rock Core, in percent (aggregate length of core pieces 4" or more in length as a percent of total core run) Sieve analysis Triaxial compression test Vane shear strength, remolded (field), psf Vane shear strength, undisturbed (field), psf Water content, as percent of dry weight Percent of material finer than #200 sieve STANDARD PENETRATION TEST NOTES The standard penetration test consists of driving the sampler with a 140 pound hammer and counting the number of blows applied in each of three 6" increments of penetration. If the sampler is driven less than 18" (usually in highly resistant material), permitted in ASTM: D1586, the blows for each complete 6" increment and for each partial increment is on the boring log. For partial increments, the number of blows is shown to the nearest 0.1' below the slash. The length of sample recovered, as shown on the "REC" column, may be greater than the distance indicated in the N column. The disparity is because the N -value is recorded below the initial 6" set (unless partial penetration defined in ASTM: D1586 is encountered) whereas the length of sample recovered is for the entire sampler drive (which may even extend more than 18"). 01REP052 (12/08) AMERICAN ENGINEERING TESTING, INC. UNIFIED SOIL CLASSIFICATION SYSTEM ASTM Designations: D 2487, D2488 AMERICAN ENGINEERING I ESTING, INC. Soil Classification Notes ABased on the material passing the 3 -in (75 -mm) sieve. Elf field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. °Gravels with 5 to 12% fines require dual symbols: GW -GM well -graded gravel with silt GW -GC well -graded gravel with clay GP -GM poorly graded gravel with silt GP -GC poorly graded gravel with clay DSands with 5 to 12% fines require dual symbols: SW -SM well -graded sand with silt SW -SC well -graded sand with clay SP -SM poorly graded sand with silt SP -SC poorly graded sand with clay (D30)' ECu Criteria for Assigning Group Symbols and Group Names Using Laboratory TestsA Group Group Name' Symbol Coarse -Grained Gravels More Clean Gravels Cu>4 and 1<Cc<3C GW Well graded gravely Soils More than 50% coarse Less than 5% than 50% fraction retained fines° Cu<4 and/or 1>Cc>3 GP Poorly graded gravel' retained on on No. 4 sieve No. 200 sieve Gravels with Fines classify as ML or MH GM Silty gravely''.n Fines more than 12% fines ° Fines classify as CL or CH GC Clayey grave?' U'y' Sands 50% or Clean Sands Cu>6 and 1<Cc<3E SW Well -graded sande more of coarse Less than 5% - fraction passes finest' Cu<6 and/or 1>Cc>3C SP Poorly -graded sand' No. 4 sieve Sands with Fines classify as ML or MH SM Silty sand`''-' Fines more than 12% fines D Fines classify as CL or CH SC Clayey sand Fine -Grained Silts and Clays inorganic PI>7 and plots on or above CL Lean c1ayK''m Soils 50% or Liquid limit less "A" liner more passes - than 50 PI<4 or clots below ML Silt2Ls" the No. 200 A" line = D00 /D10, Cc — Drax D60 soil contains sand, add "with Elf >15% sand" to group name. °If fines classify as CL -ML, use dual snymbol GC -GM, or SC -SM If fines are organic, add "with organic fines" to group name. 'If soil contains >15% gravel, add "with gravel" to group name. If Atterberg limits plot is hatched area, soil is a CL -ML silty clay. xIf soil contains 15 to 29% plus No. 200 add "with sand" or "with gravel", whichever is predominant. LfIsoil contains >30% plus No. 200, predominantly sand add "sandy to group name. Mff soil contains >30% plus No. 200, . predominantly gavel, add "gravelly" to group name. ' NP1>4 and plots on or above "A" line. 'OPT<4or plots below"A"line. PP1 plots on or above "A" line. QP1 plots below `A" line. RFiber Content description shown below. sieve organic Liquid limit—oven dried <0.75 OL Organic clayK'''" y' Liquid limit—not dried M° (see Plasticity Organic siltrcL Chart below) Silts and Clays inorganic PI plots on or above "A" line CH Fat clay'w Liquid limit 50 or more PI plots below "A" line MH Elastic silt''''' organic Liquid limit—oven dried <035 01.1 Organic claywvIE Liquid limit— not dried MQ Organic silfx' Highly organic Primarily organic matter, dark PT Peau soil in color, and organic in odor SIEVE ANALYSIS s0 For dzv0ca0onoffineanaineds,eana Fs nw rim c a $e�N, {ane-dam=dfrmlon ofcroasetsainedsob. 3 2.154] /a %. A . ° 20 4° W 1402W 1 1 1 1 I 1 1 0 g8 8 $ R n PERCENT'RETAINED • so PERCENT. PASSING B' $ 8 B �„'■■■■■■■ 111E1 ,, 111 ! o. Equation °f"A'-ane henPI=.73(L-2LL=25.5. the°Pi=0.73(LL-20a � �, .: % J�� „"■■■■■•■ 111111 D. -15m. ��� p .4°- z uEquation a LL"s�pl=z �n Cr O� ,,. IIIIILIM 1111 ro r• -81enP1=R0(Lt$) 111111\ II aOff' 1111 NI. .om=2.5,0m 20 , `oe 1111••MIMS ;' w 0\'' MH OR OH lin II //�CL-ML//// ML OR OL "0 ' .a 1: ui'u' PARTICLE SIZE IN MIWMtISRS ''"_A _sa_2°° g._;=n-15=5b .°0 30 .i0 20 30 A0 30 LIQUID Plasticity a0 70 80 s0 300 .110 LIMIT (LL) Chart ADDITIONAL TERMINOLOGY NOTES USED BY AET FOR SOIL IDENTIFICATION AND DESCRIPTION Grain Size Gravel Percentages Consistency of Plastic Soils Relative Density of Non -Plastic Soils Term Particle Size Term Percent Term N -Value. BPF Term N -Value, BPF Boulders Over 12" Cobbles 3' to 12" - Gravel #4 sieve to 3" Sand #200 to #4 sieve Fines -(silt & clay) Pass #200 sieve A Little Gravel 3% - 14% With Gravel 15% - 29% Gravelly 30% - 50% Very Soft less than 2 Soft 2 - 4 Firm ' 5 - 8 Stiff - 9 -15 Very Stiff 16 - 30 Hard Greater than 30 Very Loose 0 - 4 Loose 5 -10 Medium Dense 11 - 30 Dense 31- 50 Very Dense Greater than 50 Moisture/Frost Condition Layering Notes Peat Description Organic Description (if no Iab tests) (MC CoImmn) D (Dry): Absence of moisture, dusty, dry to touch M (Moist): Damp, although free water not visible. Soil maystill have a hi high water content (over "optimum"). W et/ Free water visible, intended to Waterbearing): describe non plastic soils. Waterbearingusually relates to g Y sands and sand with silt F (Frozen): Soil frozen ) Laminations: Layers less than /z' thick of differing material or color. Lenses: Pockets or layers I greater than /" thick of differing material or color. - Fiber Content Term (Visual Estimate) Soils are described as organic if soil is not peat and is judged to have sufficient organic fines content to influence the Liquid Limit properties. ,Slightly organic used for borderline cases. Fibric Peat: Greater than 67% ° Hemic Peat: 33 — 67% Sapric Peat: ' Less than 33% Root Inclusions With roots: Judged to have sufficient quantity of roots to influence the soil properties. Trace roots: Small roots present, but not judged to be in sufficient quantity to significantly affect soil properties. 01CLS021 (07/08) AMERICAN ENGINEERING TESTING, INC. suoguaori 2upog pos 0 r Wolf Ere/ /414 WNW N.. 4 'I. Ij h ,.. 1'1' !' 4 1 \ Ito pro*, ...a otrk, 0•••r••,' fi.,•14- :?..F.1,..-., J • , , h.-, L 1•1 r II ....-. •,,....m,--.., 2 ...„ ,',•1( t4.1 -ii; , IFialAVIC-•—• .-1, i , n-i--- ,:xt=t...!" i= -4. .; V; i t • -1.• ..'- hl..et,t I. 4.... '..!. '.`i• ', .' r 1 t ' .. { ' ' • . , •,.:4„. .. UM- tisT ix,ci - :7.., .,.. PAW MET 4 ' 1 1 t !AY ,t 9, mr-om we, •• h 11 4 0 f0 5 0 A AMERICAN ENGINEERING TESTING, INC. mom SUBSURFACE BORING LOG AET JOB NO: 01-06923 LOG OF BORING NO. B-1 (p. 1 of 2) PROJECT: Four Story Hotel; Eagan, MN DEPTH SURFACE ELEVATION• 100.3 SAMPLE REC FIELD & LABORATORY TESTS FEETIN MATERIAL DESCRIPTION N MC TYPE IN. WC DEN LL PL ''/0-#200 1 —29 2— 3— FILL, mostly silty sand with gravel, a little clayey sand, trace brown FIL - 29 28 M M i ♦ 1 SS SS 22 16 4 5 6— 7— 8— FILL, mostly sand with silt, a little gravel, brown 20 11 M M III • " SS SS 15 16 9 10 — 11 — SAND, a little gravel, medium to fine grained, brown, moist, medium dense (SP) :COARSE :ALLUVIUM 13 M i Ill SS 15 12 _ 13 — SAND, a little gravel, fine to medium grained, light brown, moist, loose (SP) 5 M ♦ SS 16 14 1:1 SAND, a little gravel, medium grained, brown, moist, loose (SP) • 10 M i M SS 15 17 — 18 — SAND, a little gravel, medium to fine grained, brown, moist, medium dense (SP) 12 M • 1 SS 15 19 20 — 21 — SAND, a little gravel, fine to medium grained, brown, moist, loose to medium dense (SP) 9 M A I SS 16 DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO �� 0-391/2' 3.25 HSA DATE TIME SAMPLEDD CASINGEP DEPTH FLE-IN UID LEVEL WATERRILLING E THE ATTACHED 7/27/16 1:50 41.0 39.5 40.6 None SHEETS FOR AN EXPLANATION OF BORING COMPLETED: 7/27/16 TERMINOLOGY ON DR: JM LG: SB Rig: 70 THIS LOG 06/04 A AMERICAN ENGINEERING TESTING, INC. SUBSURFACE BORING LOG AET JOB PROJECT: NO: 01-06923 LOG OF BORING NO. B-1 (p. 2 of 2) Four Story Hotel; Eagan, MN DEPTHSAMPLE FEETIN MATERIAL DESCRIPTION N MC TYPE REC FIELD & LABORATORY TESTS IN. WC DEN LL PL %-#200 SAND, a little gravel, fine to medium grained, brown, moist, loose to medium dense (SP) (continued) 23 — 24 — 25 — 12 M 111 SS 16 26 — 1 27 — 1 1 28 SAND WITH SILT, fine grained, brown, moist, medium dense 1 29 — (SP) 1 30 — 17 M SS 17 31 — A 11 32 — 1 1 33 GRAVELLY SAND WITH SILT, fine to medium grained, 1 34 — brown, moist, dense (SP -SM) 1� 35 — • •: 45 M SS 13 36 — 37 — i 1 1 38 SILTY SAND, a little gravel, brown, dense (SM) 1 39 — 40 — 41 M SS H 15 41 END OF BORING 06/04 A AMERICAN ENGINEERING TESTING, INC. SUBSURFACE BORING LOG AET JOB NO: 01-06923 LOG OF BORING NO. B-2 (p. 1 of 2) PROJECT: Four Story Hotel; Eagan, MN DEPTH SURFACE ELEVATION• 100.3 SAMPLE REC FIELD & LABORATORY TESTS IN FEET MATERIAL DESCRIPTION N MC TYPE IN. WC DEN LL PL '/0-#200 2— 3— FILL, mixture of clayey sand and silty sand with gravel, trace roots, trace roots, dark brown and brown F1L— 21 M' ♦ 1 SS SS 20 1 11 11 4 5— 6— FILL, mostly sand with silt, a little gravel and lean clay, light brown and dark brownish gray 12 M ♦ 1111 SS 15 7 _ 8— FILL, mostly sand with silt and gravel, brown 12 M ` ♦ SS 14 9 10 — 11 — 12 — 13 — SAND WITH SILT, fine grained, light brown, moist, medium dense (SP -SM) :(OA LLiJVI1JN1 • -16E 14 12 M M / Ill ` 1 SS SS 17 16 14 15 — 16 — — 18 — SAND, a little gravel, medium to fine grained, light brown, moist, medium dense to loose (SP) •: .: 14 10 M M �� 1111 •17 • SS SS 17 16 19 — 2013 21 — SAND WITH GRAVEL, fine to medium grained, light brown, moist, medium dense (SP) M• 1 1 SS 15 DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO �� 0-391/2' 3.25 HSA DATE TIME SAMPLED DEPTH CASING DEPTH DE PTH DRILLING FLUID LEVEL WATERE-IN EVE THE ATTACHED 7/27/16 11:55 41.0 39.5 40.8 None SHEETS FOR AN EXPLANATION OF BORING COMPLETED: 7/27/16 TERMINOLOGY ON DR: JM LG: SB Rig: 70 THIS LOG 06/04 A AMERICAN ENGINEERING momTESTING, INC. SUBSURFACE BORING LOG AET JOB PROJECT: NO: 01-06923 LOG OF BORING NO. B-2 (p. 2 of 2) Four Story Hotel; Eagan, MN DEPTHSAMPLE IN FEET MATERIAL DESCRIPTION N MC TYPE REC FIELD & LABORATORY TESTS IN. WC DEN LL PL Y0-#200 SAND WITH GRAVEL, fine to medium grained, light brown, moist, medium dense (SP) (continued) 23 SAND, a little gravel, medium to fine grained, light brown, moist, medium dense (SP) 24 – 25•: 12 M 0 SS 15 26 – 27 – 1 1 I 28 SAND, fine to medium grained, light brown, moist, loose (SP) I 29 – 1 30 – 10 M SS 16 31 — • 32 – 11 33 – 1 11 34– 1 35– 16 M SS 17 36 – • 1 37 – 1 1 1 38 GRAVEL WITH SAND, brown, moist, very dense (GP) = _- 39 – — 1 40 – — 73 M SS 5 41 END OF BORING 06/04 A AMERICAN ENGINEERING TESTING, INC. SUBSURFACE BORING LOG AET JOB NO: 01-06923 LOG OF BORING NO. B-3 (p. 1 of 2) PROJECT: Four Story Hotel; Eagan, MN DEPTH SURFACE ELEVATION. 99.7 SAMPLE REC FIELD & LABORATORY TESTS FEETIN MATERIAL DESCRIPTION N MC TYPE IN. WC DEN LL PL Y0-11200 2- 3- FILL, mixture of clayey sand and silty sand with gravel, trace roots, dark brown FIL- 21 M M 1 • 1 SS SS 22 15 14 11 4 5 6- 7- 8- FILL, mostly sand with silt, a little gravel, brown 14 4 M M I 111 • SS SS 15 14 9 10 — 11 — 12 — FILL, mixture of silty sand and clayey sand with gravel, brown 49 W/M• 1 111 SS 10 18 13 — LEAN CLAY WITH SAND, slightly organic, trace roots, dark brown, stiff (CL) S1 -l1- MV 1 SS 14 22 14 15- 16 — 1 brown,moist medium dense (SP)dARSE SAND, a little gravel,, LLJVIIJM 12 M I� 111 SS 14 17 — 18 - 19 - 20 21 - SAND WITH SILT, a little gravel, fine grained, brown, moist, medium dense (SP -SM) 15 17 M M 1 hi • 1 SS SS 17 17 DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO 1 0-39Y2' 3.25�� HSA DATE TIME SDEPLED ED DEPTVH CAVE-IN DEPTH DRILLING FLUID LEVEL LEVEG L THE ATTACHED 7/27/16 10:20 41.0 39.5 41.0 None SHEETS FOR AN EXPLANATION OF BORING COMPLETED: 7/27/16 TERMINOLOGY ON DR: JM LG: SB Rig: 70 THIS LOG 06/04 A AMERICAN ENGINEERING TESTING, INC. SUBSURFACE BORING LOG AET JOB PROJECT: NO: 01-06923 LOG OF BORING NO. B-3 (p. 2 of 2) Four Story Hotel; Eagan, MN DEPNTH FEET MATERIAL DESCRIPTION N MC SAMPLE TYPE REC FIELD & LABORATORY TESTS IN' WC DEN LL PL %-#200 SAND WITH SILT, a little gravel, fine grained, brown, moist, medium dense (SP -SM) (continued) . • 23 SAND, a little gravel, fine to medium grained, brown, moist, medium dense (SP) 24 — 25 21 M SS 17 26 — 27 — 1 28 — 29 — 1 30 — 23 M / SS 17 31 — 1 32 — 1 1 33 34 — SAND WITH GRAVEL, medium to fine grained, light brown, moist, medium dense (SP) 1 1 35 — 23 M SS 16 36 — A 37 — 1 38 — 39 — 40 — 25 MH SS 16 41 END OF BORING 06/04 Report of Preliminary Geotechnical Exploration and Review Proposed Four -Story Hotel; Eagan, Minnesota AMERICAN August 10, 2016 ENGINEERING Report No. 01-06923 TESTING, INC. Appendix B Geotechnical Report Limitations and Guidelines for Use Appendix B Geotechnical Report Limitations and Guidelines for Use Report No. 01-06643 B.1 REFERENCE This appendix provides information to help you manage your risks relating to subsurface problems which are caused by construction delays, cost overruns, claims, and disputes. This information was developed and provided by ASFE', of which, we are a member firm. B.2 RISK MANAGEMENT INFORMATION B.2.1 Geotechnical Services are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical engineering study conducted for a civil engineer may not fulfill the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is unique, each geotechnical engineering report is unique, prepared solely for the client. No one except you should rely on your geotechnical engineering report without first conferring with the geotechnical engineer who prepared it. And no one, not even you, should apply the report for any purpose or project except the one originally contemplated. B.2.2 Read the Full Report Serious problems have occurred because those relying on a geotechnical engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. B.2.3 A Geotechnical Engineering Report is Based on A Unique Set of Project -Specific Factors Geotechnical engineers consider a number of unique, project -specific factors when establishing the scope of a study. Typically factors include: the client's goals, objectives, and risk management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates otherwise, do not rely on a geotechnical engineering report that was: • not prepared for you, • not prepared for your project, • not prepared for the specific site explored, or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect: • the function of the proposed structure, as when it's changed from a parking garage to an office building, or from a light industrial plant to a refrigerated warehouse, • elevation, configuration, location, orientation, or weight of the proposed structure, • composition of the design team, or • project ownership. As a general rule, always inform your geotechnical engineer of project changes, even minor ones, and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed. B.2.4 Subsurface Conditions Can Change A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not rely on a geotechnical engineering report whose adequacy may have been affected by: the passage of time; by man-made events, such as construction on or adjacent to the site; or by natural events, such as floods, earthquakes, or groundwater fluctuations. Always contact the geotechnical engineer before applying the report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. 1 ASFE, 8811 Colesville Road/Suite G106, Silver Spring, MD 20910 Telephone: 301/565-2733: www.asfe.org Appendix B — Page 1 of 2 AMERICAN ENGINEERING TESTING, INC Appendix B Geotechnical Report Limitations and Guidelines for Use Report No. 01-06643 B.2.5 Most Geotechnical Findings Are Professional Opinions Site exploration identified subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engineers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ, sometimes significantly, from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide construction observation is the most effective method of managing the risks associated with unanticipated conditions. B.2.6 A Report's Recommendations Are Not Final Do not overrely on the construction recommendations included in your report. Those recommendations are not fmal, because geotechnical engineers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the report's recommendations if that engineer does not perform construction observation. B.2.7 A Geotechnical Engineering Report Is Subject to Misinterpretation Other design team members' misinterpretation of geotechnical engineering reports has resulted in costly problems. Lower that risk by having your geotechnical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review pertinent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing construction observation. B.2.8 Do Not Redraw the Engineer's Logs Geotechnical engineers prepare fmal boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognizes that separating logs from the report can elevate risk. B.2.9 Give Contractors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give contractors the complete geotechnical engineering report, but preface it with a clearly written letter of transmittal. In the letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure contractors have sufficient time to perform additional study. Only then might you be in a position to give contractors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. B.2.10 Read Responsibility Provisions Closely Some clients, design professionals, and contractors do not recognize that geotechnical engineering is far less exact than other engineering disciplines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their report. Sometimes labeled "limitations" many of these provisions indicate where geotechnical engineers' responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. B.2.11 Geoenvironmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform a geoenvironmental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical engineering report does not usually relate any geoenvironmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own geoenvironmental information, ask your geotechnical consultant for risk management guidance. Do not rely on an environmental report prepared for someone else. Appendix B — Page 2 of 2 AMERICAN ENGINEERING TESTING, INC Attachment A f' 0 Irt v Z 5 COUNTRY INN & SUITES EAGAN HOLIDAY LANE, EAGAN, MN 55121 COUNTRY INN & SUITES 3035 HCLIDAY LANE, EAGAN, MN 55121